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CSP2011-03008
Clearwater Planning De lent 100 South h 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 CASE GN or CSP 1520 MCMULLEN BOOTH R CSP2011 -03008 MASTER CSP - Bayside bridge plaza Bayside Bridge Plaza Master CSP Zoning: C Atlas #: 274A 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): PARCEL NUMBER(S): 1520 McMullen Boothe Road 09/29/16/84343/000/00 10 B. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: APPLICANT NAME: Goral Tov, Ltd Todd Pressman, Agent APPLICANT EMAIL: Please use agent Todd @Pressmaninc.com P.O. Bog 6015 Palm Harbor, FL 34684 MAILING ADDRESS: CITY: STATE: ZIP: 727 - 804 -1760 1- 888 - 977 -1179 PHONE NUMBER: FAX NUMBER: PROPERTY OWNER(S): Same (Must include ALL owners) OWNER(S) EMAIL: Please use agent AGENT NAME: (Contact Person) Todd Pressman AGENT EMAIL: Todd @Pressmaninc.com P.O. Boc 6015, Palm Harbor, FL MAILING ADDRESS: CITY: STATE: ZIP: PHONE NUMBER: 727 - 804 -1760 FAX NUMBER: 1 -888 -977 -1179 Check if AGENT is Contractor ❑ Sign Contractor Name: _ State License Number: property size: 878,605 SF or 20.14 acres Page 1 of 6 - Comprehensive Sign Program Application - City of Clearwater C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4- 202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY 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) l2:": N 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; _ -sca 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) 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; ^l 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 fagade with no protrusions above roof lines, over windows, trim, cornices orotherbuilding 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 free standing signs mirror what is existing in charcater, color and design - of which was produced to provide a comprehensive and compatible cohesive signage package for the site. The existing signs are old and worn out and the new ones will be a critiocal upgrade. The design features proposed match the building strictures. There is zero visibility of allowable wall signs for most of the units due to the significant slope of the center. 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? The free standing signs match themselves in color design and style. No sign is greater than 14' in height. With . Th topographic-2-1 l,ff;c„tr,PO and- of virWally all wall signage 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. 878,6005 SF or 20.14 The site is an extremely large center with extreme distances and visibility from each street Acres Overall size of site:fron ge - but critically, the extreme slope of the site renders most allowable wall signs What is the distance In �Inealrefeet, from the building setback line to the sign location? 136' What is the frontage in linear feet? What is the proposed use? 933' on McMullen 797' on 590 What is the size of the buildings (in square feet) on site ?. How do pedestrians and motor vehicles access the site? Shopping center 172,728 SF There are multiple access points on both streets Describe pedestrian and motor vehicular site and roadway visibility visibility is fine for both for the access points - but not o see vi a y any wa signs - Describe the intended traffic circulation pattern: as existing What is the hierarchy of signage? I have absolutely no idea what this question means 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? The existing f-ree standi..,' old and not looking very good. These repitteements will look h b and will impfave -the leek of the -center dr-astieally. 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 Address or unit # please see attached elevations t,.omprehensive Sign Program Proposed Sign Summary Provide all information please Sian Type Height (ft)* Length Width Area * if freestanding (ft) (ft) (sq. ft) Page 5 of 6 — Comprehensive Sign Program Application — City of Clearwater N INST # 93-- 028872 PINELLAS COUNTY FLA. FEB 2, 1993 12:59PM OFF.REC.BK 8166 PG 485 FDIC NATIONAL AUCTION 1992 SPECIAL 1[ARRANTX D�EQ: The undersigned, Federal Deposif Insurance Corporation as Receiver of New Bank of New England, N.A. (herein called "Grantor "), whose mailing address• is c/o RECOLL Management Corporation, 28 State Street, 23rd Floor, Boston, MA 02109, for and in consideration of the sum of TEN AND'�0 /100 DOLLARS ($10.00) and other good and valuable cons ideration °::in hand paid to Grantor, the receipt and sufficiency of which `is• hereby acknowledged, by these presents does hereby GRANT, SEX'.and,CONVEY unto Goral Toy, Ltd.. a Florida Limited Pa tnershia.; ( herein called "Grantee "), whose mailing address is 8479 Place be:k9ng tiire, Ville Mont - Royal, Quebec • Canada H4P155: (i) that certain tract or parcel of land situated in Pinellas County;-,Florida, described in Exhibit "A" attached hereto; and incorporated herein for all purposes, ... together with all rights and appurtehan6" pertaining thereto, including, but not limbed t6, any right, title and interest of Grantor `,in'-and to adjacent streets, alleys or rights -af .*way (the "Land "), and all`:` buildings and other improvements situated on the.Land, together with all fixtures and other ,property attached thereto (hereinafter collectively %.ca- 4,ad.the "Improvements ") L' 4 - (all of the: g'aiceigoing Land and Improvements being hereinafter together called : the "Subject Property "), subject to general real estate taxes'- <orr.the Subject Property for the current year and subsequent assessments for prior years due to change in land usage or ownership,' zoning laws, regulations and ordinances of municipal and other,,, governmental authorities, if any, affecting the Subject Property _artd:..all matters set forth on Exhibit "B" attached hereto and mrade '. a'. part hereof by reference (all of the foregoing W herei a ftor Called the "Permitted Encumbrances "). T64MVE AND TO HOLD the Subject Property together with all and singular 'the rights and appurtenances thereto belonging, unto the Grantee and Grantor does hereby bind itself, its successors and assgns.,, to WARRANT AND FOREVER DEFEND all and singular the Subject ._Property unto the Grantee and assigns, against every person 'whamsbever lawfully claims the Subject Property or any part thereof ` through or under Grantor, but not otherwise, subject, however, to the Permitted Encumbrances. NATIONAL AUCTION 1992/CRO FINAL (1) KARLEEN F. DEBLAKER, C ERK d RECORD VERIFIED BY : ,A SAN. CITY OF CLEARW )WR ' AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT O SOUTH SERVICES ADMINISTRATION ADMINISTRATI N MUNICIPAL PHONE (727)- 562 -4567 FAX (727) 562 -4576 C- " 0" - / t all property owners) 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: Bayside Bridge Shopping Center, SWC of c Mullen -Boothe Road and S.R. 59u- (5 �P (Address or General Location) 2. That this property constitutes the property for which a request for a: Comprehensive Sign Package (Nature of request) 3. That the undersigned (has /have) appointed and (does /do) appoint Todd Pressman, Pres., Pressman & Associates, Inc. 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 c t 3TT*T[ OF FL "MA, Before me the undersigned, an officer duly commissi ned by the laws of the State QC 'LllL'i 1 personally appeared 4q((-' deposes and says that he /she fully understands the contents of the affidavit thy( My Commission Expires: a'-V1 S: application forms /development review /Affidavit to Authorize Agent 3, on this . & day of who having been first duly sworn ned. Notary Public Goral Tov ADA COMPLIAN79, LTD. 4444 Ste - Catherine Street West, Suite 100 Westmount, Quebec, Canada H3Z IR2 Telephone (514) 938 -1050 /Fax (514) 938 -9575 March 3, 2011 City of Clearwater Clearwater, Fl. To whom it may concern, Re: Pylon Sign — Bayside Bridge Plaza — 1500 to 1620 McMullen Booth Rd., Clearwater, Florida, 33759 Please consider this letter as our authorization to Todd Pressman of Pressman & Associates to represent us and negotiate with the City of Clearwater on our behalf to erect a new pylon sign at the Bayside Bridge Plaza, 1500 to 1620 Mc Mullen Booth Rd, Clearwater, Fl., 33759 . Yours truly, Rachel Kieffer Vice President Crandall, Ellen From: Crandall, Ellen Sent: Monday, March 28, 2011 9:36 AM To: 'Todd Pressman' Subject: RE: CSP2011 -03008 - 1520 McMullen Booth - Letter of incompleteness Good morning Mr. Pressman, In response to your concerns with my incompleteness comments I apologize for any undue difficulties it causes, however freestanding signs for a shopping center require the entire center to be brought under a CSP and I am trying to do that in a orderly fashion. A few required steps now will greatly help organize this plaza and allow it to change more easily in the future. Regarding comment 1) To -scale building elevations are listed a submittal requirements (pg. 2, section D of the application). I do understand that this is a difficult and expensive drawing to acquire if it is not currently on hand. if you are willing to work with me we may be able to work on this CSP without the building elevations. With no building elevations the list of existing signs and tenant spaces is very critical to organizing the existing signs. Comment 2) You may provide color photos of the remaining two signs and call out the dimensions. Please number each of the four signs and then number their locations on a site plan. Comment 3) If we are to continue with no building elevations then the list of existing signs is very important. Filling out the list is not simply checking all the boxes to have a complete application, it is to tabulate all existing signs and review them and see which ones I may need to flag to be brought into compliance when the tenant /lease /business /etc changes. There is not digital submittal requirement. If you would like to cooperate it would be very helpful to me to have a digital version. However, if you would like the follow the application submittal requirements exactly then please be aware that "color building elevations, to scale, for all facades of any building with proposed and existing attached signage" is a required submittal. This would also include all out parcels. However, I think we can work around this requirement with your cooperation. Please update the list with the unit numbers and the square footage to include the current tenant and their sign area. Do not hesitate to contact me if you have further questions. Ellen Crandall Planner 11 City of Clearwater From: Todd Pressman [mailto:todd @pressmaninc.com] Sent: Thursday, March 24, 2011 11:08 PM To: Crandall, Ellen Subject: Re: CSP2011 -03008 - 1520 McMullen Booth - Letter of incompleteness Ellen, in response to the incomplete letter, with all due respect: 1) To provide full detail, to -scale building elevations of this extremely large shopping center is grossly overwhelming for what is proposed - the modification of 2 free standing signs. The cost, the time, the unnecessary study and end result is just not acceptable, necessary or called for in any regard... primarily since the wall signs are existing, are not directly subject to what is requested under the application and your own conclusion is what transpires now already: if a wall sign is changed under a new lease, they must meet today's code. Further, you have received in the application an elevation of every wall sign, of which was acceptable by your department the last time a sign issue came thru at this center - not too long ago. It worked then just fine and there was a considerable cost incurred at that time for a sign company to use a boom truck to measure every single sign out there. 2) You have been provided elevations of all the free standing signs with measurements showing exactly what is out at the site and the size & SF of each. These are photo's of the all existing signs with accurate measurements on them. If these are missing from your packet, please let me know - if we are having the same type of issue as presented in item #1, please let me know. Again that was deemed sufficient last time the application was submitted. 3) I must ask that since you have all this information well presented, in color photographs, at 8.5" by 11" - much more detail and clarity than the page you refer to - why it is necessary to fill in the little lines on a piece of paper ... is this just fulfilling a check off list on an application? Further, the application does not specify a requirement for a digital submittal. Thank you. On Mar 24, 2011, at 1:29 PM, < Ellen. Crandall( a�MyClearwater.com> wrote: Hello Mr. Pressman, Please find the attached PDF letter of incompleteness for CSP2011- 03008, 1520 McMullen Booth. I also have an extra copy of the receipt if you would like it. I can also fax it to you. Please be aware as this CSP is requesting freestanding signs it will be processed as a Master Comp. Sign for the entire plaza including all previously approved CSPs as well as all out parcels and tenants. As a Master Comp. Sign it will address all signage, existing, proposed and previously approved. Hierarchy of signage is like the classification of signage by biggest and most important to smaller and less important. You would have your largest sign on the principal entrance and might have a smaller directional signage on a smaller or secondary entrance. The question is asking you to address which are your primary (most important, biggest) signs, entrances, or building facades and which are your secondary. Do not hesitate to contact me if you have any questions. Planner 11 City of Clearwater ISA Certified Arborist <Letter_Of Incompleteness[ I ].pdf> Todd Pressman President, Pressman & Associates, Inc. P.O. Box 6015 Palm Harbor, FL 34684 727 - 804 -1760 Fx. 1- 888 - 977 -1179 toddgpressmaninc.com CITY OF CLEARWATER POS r01:1:1(:I: BOX i7i8. 18 *, ,�����' ��u:u�;�i.Sia�ut.til3�urn�c, tOUSlwiu yfvr,iii 1�rviu (ir:�iu�i�it, Ii.<,itit >� i���6 CATER. �f'� I LLEA1110vr (' 2') 562 - JI-�6- I vx (- 27)X62 4565 March 24, 2011 Todd Pressman Pressman Inc P.O. Box 6015 Palm Harbor, FL 34684 VIA FAX: 8889771179 RE: CSP2011 -03008 -- 1520 MCMULLEN BOOTH RD -- Letter of Incompleteness Dear Todd Pressman: The Planning Staff has entered your application into the Department's filing system and assigned the case number: CSP2011- 03008. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. (1)Provide to scale building elevations for all elevations with existing or proposed signage. As this Master Comp. Sign will address all existing and proposed signage the existing signage needs to be reviewed for CSP criteria. However, as many existing signs are on raceways I believe the way this will be treated is each tenant may be approved for the square footage of the sign however when the ownership, business, or lease changes or updated the signage must be brought into compliance. This is not the official determination but I wanted to give you some idea of how we may handle this. (2)The survey shows four freestanding signs. Provide to scale color sign drawings for all existing freestanding signs, not just the two proposed to be replaced. Further clearly number and label each freestanding sign on the sign drawings as well as on the site plan. (3)Complete page 5 of the Comprehensive Sign Application. It does not necessarily need to be on the form but a comprehensive list of all signs for the plaza is required for a Master Comp. Sign. I would suggest using the spread sheet you started which lists the units and the square footage and add a category for signage area. I would also add a category for the business name which you did for the last couple out parcels. Please submit a digital version on this spreadsheet. Section 4 -1008 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by April 4, 2011 at NOON. Failure to do so will result in the application being withdrawn. If you have any questions, please do not hesitate to contact me at 727 - 562 -4836 or ellen .crandall @myclearwater.com. 3/24/2011 Letter_ Of Incompleteness °EQUAL ENm.(»aiENT 1nnAj:FIRNI TIVE. Ar.non bipi. 'Er,II CITY OF CLEARWATER PLANNING & Dm::wpmt � i DEPAR MEM POST OFFICE Boa 47/48, C,1 EARWNI ER, .FLORinA, 3 37 47 i8 .- ....... �DQ ►` MUNICIPAL SERVICES BUILDING, 100 SOUTH Myin -L.E AVENUE, CLEARWACER, FLORIDA 33756 �gTEF1,u,'` TELEPHONE (', 27) 562 -4567 FAx (727) 562 -4865 Sincerely yours, Ellen Crandall PLANNER 11 3/24/2011 "EQUAL EMPLOYMENT AND MFIRiI. ,rm, ACTION EMPLOYER" Letter _O1_ln completeness 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 ;� ^Q; PLANNING & DES ELOPM Vl' D1iI'AR'r \[IiN'1 Pos'r (art Ic.l: Box -1748, CLL 1M'w LI2, FL IM-m 33758-4748 ;9���� ��% 4�p NIL.NI('IPAL SERVICEs B2 ILDING, 100 SO U111 MNIUI.L A\ENLr., CLGAIMAIER, FLORIDA 33776 ,,. "eLePHONe (=) 562 -4567 FAx (7_7 56_- t5-6 RECEIPT # : 407485 DATE: 3/24/2011 Line Items: Case No. Tran Code Description Revenue Account No. Amount Paid CSP2011 -03008 CSP Comprehensive Sign Program 001000000341262000 $400.00 Line Item Total: $400.00 Date Method Payor Cashier Check No. Amount Paid 3/24/2011 Check Goral Tov Realty RDECASTRO 16455 $400.00 Payment Total: $400.00 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 �a PLWNING & DEN ELOPMENf DFI, \RT \IENC �• POST OFFICE Box 4748, CLE.�\R NITR, FLORIDA 33758-4748 QQ _9y?'A .... ,` �L:N1C PAL ' SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARN'ATER, FLORIDA 33756 �� ,,,. TELEPHONE (727) 162 -4567 FAx (727) 562 -4576 RECEIPT # : 407485 DATE : 3124/2011 Line Items: Case No. Tran Code Description Revenue Account No. Amount Paid CSP2011 -03008 CSP Comprehensive Sign Program 001000000341262000 $400.00 Line Item Total: $400.00 Date Method Payor Cashier Check No. Amount Paid 3/24/2011 Check Goral Tov Realty RDECASTRO 16455 $400.00 Payment Total: $400.00 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 Accela Automation@ - Windows I nternq E E;-"P, A L 1p htips-jjav� rod. myclea,---, R 11DALL v C-ei-ti':-aa Error File Edit Vie-,%, Favorites Tools Hei;, Page Tools 00 City of ... Acc... x �'.j Google ... e, SS-�- Ne... .4&clearw... iGoogle Pandor... j 00 User Info I Record Ellen Crandall 1 Nev., GIs Help My QuickQueriess CaSes C-pered Tcdav bv- Me rit - L1 e 11 Ll Search PlanningDaily P: Project Narn thirriber Direction Fray Case Case CLEARVVATEP, FL ❑ StatL�[; c1mvilter s i R eceived cs for r freestanding siq... Bay�side Brid... 1520 ❑ ')Llicklinks X C =-Bir-C-1 C hs > Eiz ). L. > > Nly Navigation App Spec Info App Spec Info Tables Fees Payments Payment History L"> Record ID: CSP2011-03008 r. -d to this - -rd --:4 noticA C; E �dd r�cu n -H. Cc-ndificn: Siiverity : Nati- %-t=1 cc�nditions: LL-J r,.1 e n Ll +S Add Delete Void Invoice Help + Go To 4 Fee f1 I GENERAL G is 11'1 Hearings (O'j Inspections (0) Organi7atj011 Oviner (1) Fee Calc. Factor: [ic dalue(�ccntractoriv-;O.00 v Fee Total C,0 ❑ -4ate. Assessed Invoice # Fee Itern Fee StatLIS SLOCIrOLI F-1 A3,!2'-'.-'2011 2_2 ccri�� e S-100.00 IN'.!OICED onditions si -Ctjofls ,%'o rkf low can Reports Workflow History`�!- Case Contacts Hy Reports ,*� 7 Trusted sites 0 Fe( CS A lfjo% QRAL TOV REALTY 16455 R NO: CITYCL NAME: CITY OF CLEARWATER CHECK DATE: 03- Mar -2011 REFERENCE DATE DESCRIPTION AMOUNT PERMIT FEES 03- Mar -2011 PERMIT FEES - FILING FEES SIGNAGE 400.00 TOTAL > 400.00 1520 MCMULLEN BOOTH R CSP2011 -03008 MASTER CSP - Bayside bridge plaza Bayside Bridge Plaza Master CSP Zoning: C Atlas #: 274A 1520 MCMULLEN BOOTH R 1520 MCMULLEN BOOTH R CSP2011 -03008 CSP2011 -03008 MASTER CSP - Bayside bridge plaza MASTER CSP - Bayside bridge plaza Bayside Bridge Plaza Master CSP Bayside Bridge Plaza Master CSP Zoning: C' Atlas #: 274A Zoning: g� Atlas #: 274A January 15, 2008 Mr. E.D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, Florida 33757 Re: FLD2007 -11033 —1510 McMullen Booth Road Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section 4- 206.D.6. On January 15, 2008, the Community Development Board (CDB) reviewed your Flexible Development approval for termination of status as a nonconformity for a retail sales and service use (shopping center) within the Industrial, Research and Technology (IRT) District pursuant to CDC Section 6 -109 along with a Comprehensive Landscape Program pursuant to CDC Section 3- 1202.G. The CDB APPROVED the application with conditions based upon the following findings of fact and conclusions of law. Findings of Fact: 1. That the 18.9 -acre subject property is located at the southwest corner of State Road 590 and McMullen Booth Road; 2. That the subject property is located within the Industrial, Research and Technology (IRT) District; 3. That the subject property is located within the Industrial Limited (IL) Future Land Use category; 4. That the existing retail sales and services use is a nonconforming use within the IRT District; 5. That the existing office, restaurant, and vehicle services uses are conforming uses within the IRT District; 6. That the existing development is compatible with the surrounding area; and 7. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the existing development is consistent with the F.A.R. and I.S.R. maximums as per CDC Section 2- 1301.1; 2. That the off - street parking associated with the existing development is consistent with the shared parking requirements of CDC Section 3 -1405; 3. That the existing development is consistent with the General Standards for Level Two Approvals as per CDC Section 3- 913.A; 4. That the existing development is consistent with the Comprehensive Landscape Program criteria as per CDC Section 3- 1202.G; and 5. That the existing development is consistent with the requirements for Termination of Status as a Nonconformity as per CDC Sections 6 -109.A and C. January 15, 2008 FLD2007 -11033 / 1510 McMullen Booth Road Page 2 of 2 Conditions of Approval: 1. That prior to the issuance of any building permits, all outstanding comments of the Engineering Department shall be addressed; 2. That the off - street parking and landscape improvements proposed as part of this application must be constructed and a certificate of completion issued within a period of time not exceeding two years from the date of approval (by January 15, 2010), or the termination of status as a nonconformity shall be void; Pursuant to Section 4-407 of the Community Development Code, an application for a building permit shall be made within one year of a Flexible Development approval (by January 15, 2009). Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity of the Development Order. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. Please be aware4hat4The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact 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. Additionally, please be aware that an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.B of the Community Development Code by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on January 29, 2008 (14 days from the date of the CDB meeting),In additie Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e -mail at robert.tefft@myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BIFLEX (FLD)IInactive or Finished ApplicntionslMcMullen Booth 1520 Bayside Bridge Plaza (IRT) 2008.01 -Expired - RTIMcMullen Booth 1520 - Development Order 01- 15- 08.doc October 29, 2009 Todd Pressman 28870 US Hwy 19 N Suite 300 Clearwater, FL 33761 RE: Development Order regarding case APP2009 -00002 at 1520 McMullen Booth Road (Bayside Bridge Plaza) Dear Mr. Pressman: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code (CDC). On August 18, 2009, the Community Development Board (CDB) reviewed your application appealing an administrative determination denying the ability to construct an additional attached sign, under the provisions of Section 4 -501 of the CDC, for property located at 1520 McMullen Booth Road. The CDB Denied the appeal application because the appellant did not show compliance with all of the following criteria: 1) The decision appealed from misconstrued or incorrectly interpreted the provisions of the CDC; 2) That the decision will be in harmony with the general intent and propose of the CDC; and 3) Will not be detrimental to the public health, safety and general welfare. The decision of the Community Development Coordinator of the letter issued June 5, 2009, was confirmed by a majority of the members of the CDB. Sincerely, Michael Delk, AICP Planning and Development Director S: (Planning Departmen6C D &4ppealsWcMullen Booth 1520 Bayside Bridge Plaza (C) 2009.08 - Denied - MA4PP2009 -00002 Development Order.doc • COMPREHENSIVE SIGN PROGRAM Application received: Application input into Accela. Research, new CSP or amendment? CSP # put on application Create labels Input contact(s) Assign Planner Fees collected - obtain receipt and put in folder. Set up folder Print Cover letter Set up folder on S Drive (CDB /Comprehensive Sign Program) Review for Completeness (within 7 working days of application) Check Parcel # and ownership on P.C.P.A. Application Survey, Site Plan, Elevations If incomplete: Add conditions in Accela. Generate incomplete letter (check dates! They have 7 business days) Save letter to folder on S Drive. Fax or email incomplete letter (may include any sufficiency conditions in the email, not in letter) (If email remember receipt) update Cover Letter If /when complete: Generate complete letter Save letter to folder on S Drive. Fax or email complete letter(If email remember receipt) update Cover Letter Site visit Review for Sufficiency (within 10 working days of completeness) Check #'s for consistency and accuracy Aesthetically Downtown Building fagade area, sign %s, max allowable Check similar /nearby approved CSPs Research sign history & current signage on property Review with Gina If Insufficient Add conditions to Accela Notify application of insufficiencies When approvable: Draft D.O. for Gina's review Email Chris Melone the parcel number, CSP #. Email Gina - approved D.O.'s to Sign Inspector (MaryJo) Upload Gina - approved D.O. to Accela case Add approved sign data into App. Specific Info Tables. Sign number* #1, #2, etc. matches the sign number on the D.O. Stamp approved site plan /sign plans and number signs* Print hard copy for Gina - approved D.O. for case file. Mail original Gina - approved D.O. with sign permit to applicant. Move emails over to S drive. Any SGN permits go in CSP folder. SGNpermits add sign data in App. Specific Info Tables and sign number* to match DO and approved site plan and CSP App. Specific Info Table. Secllon 9. Township 79 Saoth. Rouge 16 East. Clly of Clearwater. Cwnty of Plnolloe. Slate of FImiEo Z %, Y vc «,,.o� ... - >Q m ru • x ee�YIIWDI BOOM Pe,o COIIIIIT RO<O BII ! S93 (P) ' eY i wn o.a..,a, Tom aM a.° vn - -�M -- T I l,pt� yam,., i �•� n� i' c° � �.. -f <.> a,�— � � �� e,.. _ �„ 1 ®„ - -- -- ON NAM k = 9 9 -_ E i i • �4 * �° �- T Y V � attvreao � Fe ��-. -- \\p' .�.'^.. $a \i�'ry `t +e�. ., i � I _ I • 1M• of w w°.n• 0 $ 8 ig � _ _,� i� _ gag - NENW - -- � � �� .,�,. — \� - • � I wv< ,onm,r •"�ni� rn� a u�1, ..- �` 6; $ � P - A' ' e fi� f� - -15� 1 • b ° \fi l e �- ' '� Il �� • °© 1 - _ - (�� , � � .. y Puuwo sPea caRIF ' iw - �_�.. .W.«., a0.°°`1wn� -.re `tea - - _- �- :,,��H� � ♦ O yp`,W �1\ ,.,a,,.>,.x n ;;e.1, �I n°o I°a�a� ���°,m, IS �J o` SaLC i \ b I gr FASHIOti 50'.7 -5 BOB.ECT AREA, B03" SO FT OR I&M ACRES. NOTE OR �- :oY .eY.•.ws m., � ..... -- / -srr uws °", • ;7,p �/ I I ° —rrsoor loRlrrwl / - _ .u�iwE R,s.RSSCS 'e °d'�/ Aa I _ I w1 ia® I i. , mss•' � �; � i . au neio j } iPB 1I unutt ESUr(v) �a a.o -�a r a < I� ,vuo 6,k •°� .k I sin l .K _/M ;O •." ,A` +'rcr rt�ryi n /A. / /1V •°° 4RNnW Van IW1 OM1 - _- I ��� I h / +:.br ' Yu Ed 1aa ."��'^'� 1 �O. °`O^^�,,.°:v — .w�w( 4�• B rune .. — • ,+� � I ewY �..a. �. . iT�i'. � � , an � � °yjpi°' —ew, NODVTM• P w' Nk LOT �H •"A�,�" N ,. ; _ qy^ u.6n u• •..gip �i —5= �... .—PT.— ems..— 90UTM WKS um 1 .s. .,, 'B •� I! ipF _ FASWf),Y SOtA;RE PB 101 POs 57 -56 ,� onrov .°•A+, •••k„ ••m, ®`°°, 2 g r • 7 MATCH LINE - SEE SHEET 3 WR 6 IGa .°IN ArwIH � ,�- FLORIDA DESIGN CONSULTANTS, INC. ALTA /ACSM LAND EHWHEER°.EONVtlONNENTke.S`9 SURVEYORS PLANNER, BAYSIDE BRIDGE PLAZA TITLE SURVEY AND Y.. z.APasuHCrHOamm BOUNDARY SURVEY w s s .mnan a aEUnas >o ..HET N c.lm.a,. of Aa,n «I:atlaa: ul e�or a Avun ry oea ,ww rK aa•n °" «ES °s °" ° ° .'°vE^ 3 i -- - 51v1° 01 �«lm v.srcs n.xowrm. ' e0' e jA�Si pE Unit S.F. Al -A2 3,782 A3 2,218 A4 -A5 2,125 A6 -A8 4,250 A9 1,580 A10 1,580 All 2,550 Al3,A14 2,975 A15 1,700 A16 1,700 B 12,000 C 42,112 D1 2,520 D2 3,782 D3 3,516 D4 1,885 715 D5 1,445 D6 1,275 D7 1,275 D8 1,275 D9 1,275 D10 2,125 D11 1,700 D12 1,835 E 13,500 F1 1,700 F2 1,700 F3 1,178 F4 1,275 F5 1,700 G 12,000 H1,H2,H3 4,250 H4 1,254 J, K1, H5 14,978 K%2 1,005 K3 1,005 K4 1,3401 K5,K6 2,313 Total Building 162,393 OUTPARCEL 1 3,500 OUTPARCEL 2 750 OUTPARCEL 3 6,085 Total includlin 172,728 Bank of America Checker's Morgan/ Olsen Tire 1520 MCMULLEN BOOTH R CSP2011 -03008 ��', MASTER CSP - Bayside bridge plaza Bayside Bridge Plaza Master CSP Zoning: C Atlas #: 274A -- C7-c C& C 6tq ( F�(evd f�`o�r� 14 71 Noz "i N r, CITY OF CLEARWATER • ``'; `; x ; PI ANNINC & liEVEL0PNII V r DEPARTNIENT 9° Q. POS1 OFFICE Box 4748. CLE.UZNN,BIER, FLORIDA 33758 -4748 9�, �4 ++ MUNICIPAL SERvicEs BUILDLNG, 100 Sot:ra Myiau -, NENUL CLEARWX1I--t. FLORIlla 33756 .ATER�,,,�'' TELEPHONE (727) 5624567 F.a.N (72?) 562 -4865 May 6, 2011 TODD PRESSMAN P.O.BOX 6015 PALM HARBOR, FL 34684 VIA FAX: 8889771179 RE: CSP2011 -03008 — 1520 MCMULLEN BOOTH RD -- Letter of Completeness Dear TODD PRESSMAN: The Planning and Development staff has entered your application into the Department's filing system and assigned the case number: CSP2011- 03008. 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 5/20/2011. If you have any questions, please do not hesitate to contact me at 727 - 562 -4836 or ellen .crandall @myclearwater.com. Sincerely yours, Ellen Crandall PLANNER II 5/6/2011 Letter _O Completeness "EQUAL EMP1 O)AFM AND AFFIRMATh E ACTION Eb1Pi.oFE4° FRessman an- Assoc.. Inca GoYexnmentai anD Panic AFFAIRS P.O. Box 6015, Palm HaRBoR, Ft 3g68u P. (727) -80+1 -1760, Fx. (888) - 977 -1179; e -YMI, tonn@Pxessmanmc.com Bay side Plaza /Unit /Sign SF's UNIT # UNIT SF SIGN NAME /SF A -1, 2 3,782 Vacant A -3 2,218 Vacant A -4, 5 2,125 Sbiki, 34.3 SF A -6, 8 4,250 Vacant A -9 A -10 1,580 1,580 W—__._._.._RaiIs, Vacant 13.6 — A -11,12 2,550 ZO, (0 Pizza, 29.66 A -13, 14 2,975 Qrind, 29.12 — R- A -15 1,700 _ _ _2q�__ �jL, _..._._- E.irst Choice, 32 - 2- A -16 11700 Vacant 1510 B 12,000 _--Ace, 36 1 520 C A- AA/1 4/-' 1 1 MULI:.. AnA 07 IX, I L I .OJ D -1 2,520' Bon Worth, 23.98 D -2 3,782-----— Vacant D -3 3,516 Somers, 15.85 D -4 1,885 (Vacant, Zeno's is coming) D -5 1,445 Dentist, 13.22 D -6, 7 2,550 Leslie's, 23.79 D -8 1,275 Jewelers16.66 D -9 1,275 Tobacco, 32.49 D -10 2,125 Nutrition, 43.13 D -11 1,700 Vacant D -12 1,835 Leasing Office (no sign) 1540 E 13,500 Dollar Tree, 33.18 F -1 1,700 China, 16.66 F -2 1,700 Liquor, 22 F -3 1,178 Postal, 16.5 F -4 1,275 Vacant F -5 1,700 Vacant ftessman ar Assoc.. Inc. GoveRnmental m PuBuc Rua1Rs P.O. Box 6015, Palm Xaxsox, F1 3g68q P. (727) -80q -1760, Fx. (888) -977 -1179; a -MAIL, tonn@Pxessmamnc.com G 12,000 Vacant H 1, 2, 3 4,250 Vacant H 4 1,254 Tan, 16.74 J, K1, H5 14,978 Family Fitness, 90 SF X 2 K 2, 3 2,010 Express, 38.43 K 4 1,340 Vacant K5, 6 2,313 Vacant 1520 MCMULLEN BOOTH R �G CSP2011 -03008 MASTER CSP - Bayside bridge plaza Bayside Bridge Plaza Master CSP PROPOSED SIGN AI and SIGN A2 Zoning: C Atlas #: 274A 125 SQ. FT. EACH END VIEW Scale: 7 : "= 1'0" I Scale: % " =1V 120" I 29" 20" 11 4" 113/4-1 13" o Paint color. ' SW 1328 Tahnee Bro _ SIS� and SIGN A2: DOUBLE-FACED ILLUMINATED MULTI - TENANT SIGNS m BAYSIDE BRIDGE PLAZA !GN f and A2 are two 2 new, identical signs, to com letel replace two () 9 completely P existing signs which must be removed. w W-ImAm-F cap)'Y New SIGNS Aland A2 to be installed on new supports /foundations. Paint color: Specifications: QUV �W On UV �tJ Il �� SW 1080 Merino Woo III��SS A Alum um sign cabinet construction. Upper and lower cabinets are double- faced, illuminated, with panformed white a TEMANT COPY TENANT COPY acrylic faces. Retainers are 1%2". a; Divider stripes are 1" tall black vinyl applied to first surface of faces. ANCHOR nn�MO n Address numbers a a U V (RI (IBS street end of s' n s "Bayside Bridge Plaza" copy is translucent vinyl applied to first surface of top tenant area, both sides of each sign. Exact vino color to be determined. only TENANT C OPY TOMMY C OPY Al remaining tenant copy is to be vinyl applied to first surface of faces. All tenant copy Is to be determined. - Internal illuminated is provided by fluorescent lamps. All electrical to be UL approved. m mq COPY TENANT COPY Cabinet finish is simulated stucco, painted in color indicated at left. TE'W ,l NT CLOY II ENAN l . COPY Raised decorative, radiused trim between upper and lower sign cabinets is to be foam, painted in color indicated at left. 3" 3 "-01 Decorative "roof cap with radiused edges is to be foam, painted in color indicated at left. P W n � Comer decorative NOTE: Roof shape shown on this drawing is approximate only. Actual roof shape may vary slightly. See photos of existing roof on Sign #2 (following page), for roof shape N U �I�1L"111V U COPY TENANT �OnM of U I/V1n111V lr U COPY radiused foam trim reference. � WENANT COPY MINION C�Oo pal _ � Aluminum construct on pole covers have simulated stucco finish, and are painted in color indicated at left. to nn nn5�/� nM 5�nn /�� �.� TEuVAuV u 1y01l u U E AdV T COPY Paint color, Address numbers, stud - mounted flush to street end of sign(s), are 1/4" thick, flat - cutout, with smooth painted finish in color indicated at left. SW 1328 Tah Bro y� /�� nn /a M y� nny� �/ U E �W y� loom !/ II �np n UV (1 oOn ll m G;I U �UG=J 1!' Signs are installed on new supportsffoundabons as per engineering requirements. YERANT COPY TENANT COPY �. FENAwr Came 7EMANY come - Paint 080 Meri o UNK AM EL ig. GRADE Project: Bayside Bridge Plaza Address: 1520 McMullen Booth Road, Clearwater, FL Rev. date/ notes CLIENT APPROVAL: Tk plot mat na apa .mled,a 1 to adm ShGNSTAR ThN tlrartrg is Ina pmpmly d SIGNSTAR A^y nz"° °sa.s ra°'aaer'. Dwg #: 11- 11982 -1 File:baysidebridgeplaza NO. St—t-1 dwrgea may m9a1a res r!.l ro Mid party and/ srareagaaaasardmayb ¢u . amadsbddays. STAR SIGNSTAR ADMatonofwastcWtslprn.as. 7720 U.S. Hwy 301 N., Tempe. FL 33637 Date: 2 -16 -11 Scale: as noted APPROVED ❑ APPROVED AS NOTED ❑ Pn(B13)6 "70 Fe (613)560-6857 1 Bv: Si Re:: mk SIGNATURE DATE _ 91 ¢�.,"ISrr.�,.rnecArax 7 Existing Sign #1 is currently Proposed new signs will r missing he roof element 9 include the roof element (see photos of existing (see photos of existing Sin # 2 below /right) Sion #2 below/nght) BAYSIDE BRIDGE PLAZA BAYSIDE BRIDGE PLAZA Publix FUUD 8-' I +( PMARMA� _ r , � A f • 'i � I SMtKi SUSHI • GQMDHDII$E �+ • r DENTIST sBlullxs At _ - 1� . rwMV nosru • - BonWorth �.' EYPress jfSttE�:ea LI'S NAILS oJEWEMv t r 20" Roof element of existing Sign #2, to be matched for new proposed signs 13" 3. r —3" - Ar E BAYSIDE BRIDGE PLAZA . FOOD & P u b I i x PHARMACY a °m o m E -- ,rabacco ° L L n—# END VIEWS OF EXISTING SIGN #1 EXISTING SIGN #2: 100 SO. FT NOTE: Existing Sign #2 matches existing Sign #1 exactly, but currently includes the roof element which is missing from Sign #1. Project: Bayside Bridge Plaza Rev. date / notes CLIENT APPROVAL: I'll drew+ng is IM prty of SiGHSTnR rope mss pi,a mast ea sipW daiad. aid rewmed fo SIGNSTAR Am — moaned ase.s forGdaen. Address: 1520 McMullen Booth Road, Clearwater. FL Note: S--' ceenges mey require resanmman, a ferry enmw SwNSTAR _- Dwg#: 11- 11982 -2 File: bayside bridge plaza srereegeod- Mmay9¢ars dwadeleys. ADm> fwem C—I Slgne. Inc. ]]20 U.S. Hwy 301 N., Tampa, FL 3363] Date: 2.16 -11 Scale: as noted APPROVED APPROVED AS NOTED❑ Ph(813)980 -8]63 F.(813)9W0 857 By: s Rep: k SIGNATURE DATE Ffate CeeM It ink #ES0000087 FRessman an* Assoc., Inc. GoyeRnmental an Pu me AFFams P.O. Box 6015 PaLm HaRBoR, F1 3K6811 P. (727) -80q -1760, R. (888) - 977 -1179; a -ma, UDD@Pxessmanmc.com A k IQ, 2 U 11 Bayside Plaza /Unit /Sign SF's UNIT # UNIT SF SIGN NAME /SF A -1, 2 3,782 Vacant A -3 2,218 Vacant A -4, 5 2,125 Shiki, 34.3 SF A -6, 8 4,250 Vacant A -9 1,580 Vacant A -10 1,580 Nails, 13.6 A -11,12 2,550 Pizza, 29.66 A -13, 14 2,975 Grind, 29.12 A -15 1,700 First Choice, 32 A -16 1,700 Vacant 1510 B 12,000 Ace, 36 1520 C 42,112 Publix, 121.83 D -1 2,520 Bon Worth, 23.98 D -2 3,782 Vacant D -3 3,516 Somers, 15.85 D -4 1,885 (Vacant, Zeno's is coming) D -5 1,445 Dentist, 13.22 D -6, 7 2,550 Leslie's, 23.79 D -8 1,275 Jewelers16.66 D -9 1,275 Tobacco, 32.49 D -10 2,125 Nutrition, 43.13 D -11 1,700 Vacant D -12 1,835 Leasing Office (no sign) 1540 E 13,500 Dollar Tree, 33.18 F -1 1,700 China, 16.66 F -2 1,700 Liquor, 22 F -3 1,178 Postal, 16.5 F -4 1,275 Vacant F -5 1,700 Vacant ftenzal an* Assoc. Inc. GoveR mental, an Pu me AFPa1Rs P.O. Box 6015, Paut HanoR, F1 3g68q P. (727) -80q -1760, Fx. (888) - 977 -1179; a -mil, tODD@PRessmanrnc.com ASR 1 8 2.011 G 12,000 Vacant H 1, 2, 3 4,250 Vacant H 4 1,254 Tan, 16.74 J, K1, H5 14,978 Family Fitness, 90 SF X 2 K 2, 3 2,010 Express, 38.43 K 4 1,340 Vacant K5, 6 2,313 Vacant i / i i Blank Site Plan yside Bridge Plaza alt-- 0 N OM Im N g Z a cn � U W m � C) �o T � soma U �f O 00 U O N V/ U) T C rU2mN Property I.D. (866) 657 -2545 MAP IS NOT TO SCALE 3/6/2003 Q Property I.D. 2003 3� a �,13tiq 1'1 � If ,36 X /r 23 ( Cc � F- A \0 ON O M N (9 W c a Q Z a cn � U W J Cc)� J m M D C) N �Oma_ U U)� C U CN of N LU Lo T < C rUMN z3� *min -� 23 3�t�3 5F 21S x a-,-2 3 3, r5 5F .s r. 11' 12' Your friend /Y Neighdnrhnnd Shipping Center lk 3 �7qqq�m "Family Fitness" has 2 signs in being a corner unit — both wall signs are the same size; one on the front elevation of the center and one on the side elevation of the center. 6-9 �O A .- GE PLAZA gAYSIDE GRID UPER PI Iblf X MARKS ET V BAYSIDE BRIDGE PLAZA SUPER Publix MARKET 0 gd /1 /V y BAYSIDE BRIDGE PLAZA " Publiy SUPER LJ /� MARKET 3. � � Hardware ,5-�o 1�1-174 [ / is --- > TIREf L U � "FO'Fat- Calt CARE ` — ` —fi r. am Mmofti Mum EPA .- d S. �G 5F (2 5;g�As 04.03.2009 04.03.2009 9 �3 x' 3S ) 5. -�� �T F- 04.03.2009 a(q. ( y 166 <5, f. SF " Wlfti .'- VZ�.'-L._'.NV'y.YVtii-1./l- 1I"��" ✓�.. ^W"./"�. U �o. &5? 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O U UI s 73 / File Edit vier, Favorites Tools Help Back A Search i Folders Acldre s:,Planning Department,C D B%Comprehensrve Sign Proll =":'IIICN1LllIen Booth 111W 9 McrAuIlen Booth I Ii-I ._•ch File and Folder, Tasks -th 97-4 rIICfIIUllen Boo - P40C)q -0000 J Make a folder McMullen Booth 151-1- = Tayside Bridge P6 =_? 61 M ooL -65012 -f,4ullen Booth 151l Vashington Mutual - AV flu it Mc -1 Publish this folder to U-ile IvVeb McMullen Booth Mutual 2 McMullen Booth 15 r r CC. -ffa, McMullen Booth 5nclge Plaiz= soe 1,Frees,=... her Places Mcmullen Booth 1520 E.- Bridge Plaza -.1 T pro%-& Booth 1550 Bumper to Bumper - Apprc--�_�- App-re v-d- —OXO 2-0 McMullen Cs po 2D Comprehensive Sign L McMullen Booth 1560 Brickto-i%,n 54 - Approved - APP're "01- Program McMullen Booth 1530 Family Fitness - Approved - M3j - Avvr6 "Ot - 00 _o 7 My Document-, 'Q Bank Of America - Approved - Av, p i- I'A CMUllen..Booth..160 my Computer f ... ................. .... ............................................. f a ' 'McMullen 6�� 16.20-ason Tire - Approved app ........................................................................................................ %q Niv NetAork Places L)McMullen Booth 251-4,'.',--- Dale - Approved McMullen Booth 2522 =;� ''° .Llproved McMullen Booth 252= Details LDMctvlullen Booth 2534 - ;'s Coal Fired Pizza - Approved McMullen Booth 2534 CrI 7: - - Approved McMullen Booth 2550 Drapers and Damons - Approved McMullen Booth 2560 Starbucks - Approved McMullen Booth 25ii' :-:•- _-:-.re Bank - Approved McMullen Booth ::,.illen Medical Center - Approved McMullen Booth 2751-, McMullen Booth 3150 Maher Office - Approved McMullen Booth 3 166 - Bethel Lutheran Church - McMullen Booth 3 230 -Trilogy Medical Center IMcMullen Booth 2730- Advance Inter•ention.cloc 27 objects 24.5 KB ,I Local intranet 11ir 0 Go iIN 170 \I-b Gb h ttps: prod. myclearv,a ter. com jetspeedfportal File Edit Viev., Favorites Tools Help !O 00 QI* City o 1 fCl... Accela... X Goode M... BBC NeWs... Ny1ragon cleanvat... Gj iGoogle Page Tools User Info «i Record C, IS Q� Cancel 'Help Ellen Crandall PlanningDaily CLEAP,'? ,'ATER, FL cleamater OLlicklinks > > of > > Navigation ti _jtL -i App Spec Info App Spec Info Tables Fees PaVnients PaVment History Conditimis LO-1 Inspections Workflow ago Workflow History li Case Contacts June 5, 2009 Todd Pressman 28870 US Hwy 19 N Suite 300 Clearwater, FL 33761 RE: Development Order - Case CSP2009- 00001— 1500 McMullen Booth Road (Bayside Bridge Plaza) Dear Mr. Pressman: This letter constitutes a Development Order pursuant to Section 4- 1008.E of the Community Development Code. On June 5, 2009, the City of Clearwater Planning Department reviewed your request for a Comprehensive Sign Program to permit an attached sign with increased square footage on the south building facade under the provisions of Section 3 -1807 of the Community Development Code (CDC). The Planning Department DENIED the application with the following Findings of Fact and Conclusions of Law: Findings of Fact: 1. That the 20.169 acres is located at the southwest corner of McMullen Booth Road and State Road 590; 2. That the subject property is currently developed with Retail use approved through FLD2007- 11033 on Jan 15, 2008; 3. That the attached sign is not demonstrably more attractive than signs otherwise pennitted under the Community Development Code (CDC) minimum design standards due to its channel letter on raceway design; 4. That the proposed sign is not proportional to the space to which it is attached; and 5. That the proposed sign is located on a building facade which does not front a right -of -way. Conclusions of Law: That the Comprehensive Sign Program application is not consistent with the Comprehensive Sign Program review principles as per Section 3- 1806.B.3.A.1, 3- 1806.B.3.A.11, 3- 1807.C.1.a and Section 3- 1807.1.b of the CDC. ti k- The applicant may initiate an appeal of a Comprehensive Sign Program pursuant to Section 4- 502.A within seven days of the date the development order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on June 16, 2009 (seven days from the date of the issuance of the Development Order) If you have any questions, please do not hesitate to call Matthew Jackson, Planner II, at 727 -562- 4836 or via email at matthew .Jackson @myclearwater.com. Sincerely, Gina Clayton Assistant Planning Director Page 2 SAPlanning Department \C D B \Comprehensive Sign Program \McMullen Booth\McMullen Booth 1500 Bayside Bridge Plaza \D.O. Denial.doc July 9, 2004 hlternational Sign & Design Mr. Rich Banten 10831 Canal Street Largo, FL 33777 RE: Revised Development Order regarding case SGN2004 -05012 at 1500 McMullen Booth Rd. (Washington Mutual) Dear Mr. Banten: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On June 24, 2004, the Planning Staff reviewed your Comprehensive Sign Program (CSP). This proposal is a request to increase the number and area of attached signs from one sign of 24 square feet to two signs. Along the east elevation of the main building, a 91.5 square foot sign of channel letters is proposed and is 4.0 percent of the north facade. It will read "Washington Mutual" (illuminated) in Blue letters on an exposed raceway. Along the east elevation of the main building, a 31.5 square foot sign of channel letters is proposed and is 1.5 percent of the east facade. It will read "Washington Mutual" (illuminated) in Blue letters on an exposed raceway. The Washington Mutual logo ( "W ") is to be installed to the left of the channel letters of both signs. The Comprehensive Sign Program has been approved and amended. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received May 21, 2004 with revisions dated received June 18, and 24, 2004, subject to the following conditions: Conditions of Approval: 1. That the panel on the freestanding sign (located on McMullen Booth Rd) have a white background; 2. 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, etc; and 3. That the raceway be painted to match the color of the building. Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (Judy 1, 2005). All required building approvals shall be obtained within one (1) year of the date of issuance of the initial building permit. Permitted time frames do not change with successive owners. .-. Mr. Banten July 9, 2004 - Page 2 Please be aware that 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. If you have any questions, please do not hesitate to call John Schodtler, Planner I at 727.562.4604. You can access zoning information for parcels within the City through our website: www.myclearwater.com. Sincerely yours, Lisa L. Fierce Assistant Planning Director CC: Mary Jo Fox, Sign Inspector S:IPlanning DepartmentlC D BlComp Sign ProgWcMullen BoothWcMullen Booth 1500 Washington MutualWcMullen Booth 1500 DEVELOPMENT ORDER revised.doe April 27, 2010 Charles Ogle Florida Sign Company, Inc. 1101 29`x' Avenue West Bradenton, FL 34205 RE: Development Order Comprehensive Sign Program— CSP2010- 04016/ 1510 McMullen Booth Road (Ace). Dear Mr. Ogle: The Planning Staff reviewed your Comprehensive Sign Program application for 1510 McMullen Booth Road pursuant to Community Development Code Sections 3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the area of an attached sign and as follows: 1. One Attached illuminated sign 57.92 square feet in area (4.8 percent of the building fagade area) on the east fagade. The sign will be internally illuminated with channel letters directly mounted to the building (no raceways). The sign letters will read "Ace" in red #2662 color. The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. The approval is based on, and must be consistent with the site plans, elevations and drawings dated received on April 09 and April 27, 2010 as described above and subject to the following conditions: 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 Department prior to issuance of a building (sign) permit; 2. That the internal sign lighting for the attached sign be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; 3. That the attached sign be mounted directly to the building (no raceways); and 4. That all other Code requirements /restrictions of Division 18 (Signs) are met, including but not limited to, grand opening banners, window, temporary, construction and sale leasing signs. Pursuant to Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (April 27, 2011). All signs 3 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 161VAN -1*9 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- 4836 or via e -mail at matthew.jackson @myclearwater.com. Sincerely, Gina L. Clayton Assistant Planning Director Cc: Mary Jo Weaver, Sign Inspector 4 S:IPlanning DepartmentlCD BlComprehensive Sign ProgramWcMullen BoothWcMullen Booth 1510 Ace Hardware - MJJI1510 McMullen Booth Ace Hardware - Development Order - MJJ.doc March 20, 2006 Todd Pressman, President Pressman & Associates, Inc. 28870 US Highway 19, Ste 300 Clearwater, FL 33761 RE: Development Order regarding case SGN2005 -01007 at 1520 McMullen Booth Road. ( Bayside Bridge Plaza) Dear Mr. Pressman: On March 20, 2006, the Planning Staff reviewed your application for a Comprehensive Sign Program to enable signage as follows: 1. One monument style freestanding sign, 111.33 square feet of internally illuminated monument style sign. The sign will be located at the McMullen Booth Road entrance to Bayside Bridge Plaza and will be 13.92 feet high. The monument —style sign will match the building texture and color. The sign panel's backgrounds will be white; 2. One monument style freestanding sign, 30.00 square feet of internally illuminated monument style sign. The sign is located at the corner State Road 590 and McMullen Booth Road. This is an existing sign that requires approval for an after the fact pole cover. The monument —style sign will match the building texture and color; 3. One monument style freestanding sign, 111.33 square feet of internally illuminated monument style sign. The sign will be located at the State Road 590 entrance to Bayside Bridge Plaza and will be 13.92 feet high. The monument —style sign will match the building texture and color. The sign panel's backgrounds will be white; and 4. One monument style freestanding sign, 30.72 square feet of internally illuminated monument style sign. The sign is located at the McMullen Booth Road entrance to Checkers. This is an existing sign that requires approval for an after the fact pole cover. The application for the Comprehensive Sign Program has been approved for the signs as submitted in the Master Sign Plan, subject to the following conditions: W4 March 20, 2006 SGN2005 -01007 — Page 2 Condition of Approval: 1. That the required landscaping around the base of all freestanding signs be installed and/or maintained; 2. That all freestanding signs be five feet from all property lines and not within any required sight visibility triangles; 3. That the maximum height of the two proposed monument style freestanding signs not exceed 14.00 feet in height; 4. That the backgrounds of the proposed monument style freestanding signs maintain one constant color theme (white is proposed); 5. That one address sign of no more than three square feet be provide to each freestanding sign; 6. That the pole covers for Checkers and Tires Plus freestanding signs be permitted at the same time as the proposed monument style freestanding signs; 7. That any deviations from the approved Comprehensive Sign Program approval be review by the planning department prior to issuance of a building (sign) permit; and 8. That all other Code requirements /restrictions of Division 18 (Signs) be met, including limitations on grand opening banners, window, temporary, construction, sale /leasing signs, etc. Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (March 20, 2007). All required building approvals shall be obtained within one (1) year of the date of issuance of the initial building permit. Permitted time frames do not change with successive owners. The approval is based on and must adhere to the submittal Master Sign Plan materials date stamp received January 10, 2005 and revisions date stamped received, March 20, 2006. 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. If you have any questions, please do not hesitate to call John Schodtler, Planner II at 727 -562 -4547. Sincerely yours, Neil Thompson Development Review Manager cc: Mary Jo Fox, Sign Inspector S :• Planning Depnrtment9C D BlComprehensive Sign Program WcMullen BoothWcmullen Booth 1520 Bayside Bridge Plaza (Freestnnding)WN2005- 01007 Development Order.doc 1520 McMullen Booth - SGN2005 -01007 Bayside Bridge Plaza Comprehensive Sign Program Calculation Sheet LOT FRONTAGE CALCULATIONS FRONT (East) Lot Frontage 739.40'/ 2 = 369.70 sf FRONT (North) Lot Frontage 770.38'/ 2 = 385.19 sf EAST BUILDING FA(�ADE CALCULATIONS MIN FRONT (East) Building Elevation — 28,320 sf 1%= 283.2 sf NORTH BUILDING FAIyADE CALCULATIONS MIN FRONT (North) Building Elevation— 16,740 sf 1 %— 167.4 sf EXISTING FREESTANDING SIGNS TO REMAIN 1 — 5.12' x 6.00' internally illuminated monument style "CHECKERS" 1- 10.00' x 3.00' internally illuminated monument style "TIRES PLUS" Total PROPOSED FREESTANDING SIGNS 1 — 8.00' x 13.92' internally illuminated monument style TOTAL 30.72 + 111.33 1 — 8.00' x 13.92' internally illuminated monument style TOTAL 30.00 + 111.33 (EAST) 30.72 s.f. 30.00 s.f. 60.72 s.f. 111.33 s.f. 142.05 s.f. (283.2 — 369.7) (NORTH) 111.33 s.f. 143.33 s.f. (167.4-385.19) ANALYSIS: • The proposed monument style freestanding signage is in harmony with the size limitation required by code (1% of building facade - % the width of the lot frontage). View of the existing attached signs is highly restricted due to severe grade changes on the property along McMullen Booth Road and State Road 590. The two proposed fourteen foot tall freestanding signs ensure that the businesses located at this property are identifiable and will communicate the necessary information to conduct business. These signs will enhance the urban environment and promote the continued well -being of the city. CONDITIONS: 1. That the freestanding signs be five feet from all property lines and not within any required sight visibility triangles; 2. That the range of addresses of the businesses be placed on the freestanding signs in an area not to exceed three square feet; 3. That the maximum height of the two proposed freestanding signs not exceed 14 -feet. 4. That the required landscaping around the base of all freestanding signs be installed and maintained; 5. That any deviations from the approved Comprehensive Sign Program approval be review by the plamling department prior to issuance of a building (sign) permit; and 6. That the backgrounds of the proposed freestanding signs maintain one constant color theme (white is proposed). Signature Date S.-Planning DeportmentlC D BlComprehensire Sign ProgramlMcMullen BoothMcmullen Booth 1520 Bayside Bridge Plaza (Freestanding)ISGN2005- 01007 CSP talc sheet.doc 1 I Lf February 5, 2003 Ms. Rachel Streety International Sign and Design 10831 Canal Street Largo, FL 33777 RE: Development Order regarding case SGN2003 -01020 at 1550 McMullen Booth Road (Bumper to Bumper Auto Parts Specialists) Dear Ms. Streety: On January 31, 2003, the Planning Staff reviewed your application for a Comprehensive Sign Program to increase the number and area of attached signs from Minimum Development Standards of one sign of 24 square feet to two signs of 68.75 square feet each totaling 137.5 square feet. Each sign will include yellow, channel letters which will read "AUTO PARTS" with a raceway painted to match the color of the building and a cabinet sign which will read "BUMPER TO BUMPER AUTO PARTS SPECIALISTS" in white letters on a black and red background attached to the east and north (2.7 percent and four percent, respectively, of the building facades to which they will be attached) facades of the building. The cabinet portion of the signs constitutes 17.25 square feet of the overall area of each sign. The signs will replace two existing attached signs of approximately 68.75 square feet each. The application for the Comprehensive Sign Program has been approved for the signs as submitted. Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (February 5, 2004). All required building approvals shall be obtained within one (1) year of the date of issuance of the initial building 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. _5 � February 5, 2003 Streety — Page Two If you have any questions, please do not hesitate to call Mark Parry, Planner at 727.562.4558. Zoning information is available through the City's website at www.clearwater -fl.com via the "Clearwater Parcel and Zoning" link and "Community Development Code" link (via the Planning Department site). Sincerely yours, Frank Gerlock Development Review Manager CC: Mary Jo Fox, Sign Inspector S.-Wlanning DepartmentlC D BlComp Sign ProgWcMullen BoothlMcMullen Booth 1550 Bumper to Bumper - Approve&McMullen Booth 1550 DEVELOPMENT ORDER.doc May 30, 2001 Mr. Richard Banten International Sign and Design 10831 Canal Street Largo, FL 33777 RE: Development Order regarding case CSP 01 -05 -22 at 1560 McMullen Booth Road Suite 5 (Bricktown 54) Dear Mr. Banten: On May 10, 2001, the Planning Staff reviewed your application for a Comprehensive Sign Program to increase the area of a proposed attached sign from 24 square feet to 48 square feet. The sign will read "BRICKTOWN 54" and will be attached to the east facade of the existing building. The existing attached signs ( "Nightclub" and "Restaurant ") on the front (east) elevation will be removed. The application for the Comprehensive Sign Program has been approved for the sign as submitted (attached). Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (May 30, 2001). All required building approvals shall be obtained within one (1) year of the date of issuance of the initial building permit. Permitted time frames do not change with successive owners. Please be aware that 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. If you have any questions, please do not hesitate to call Mark T. Parry, Planner at 727 -562 -4558. Sincerely yours, Lisa L. Fierce Development Review Manager S`.IPlanning DepartmeiWC D BlComp Sign Progh Pending cases MlWcMullen Booth 1560 Bricktown 541MWAdnl1e7 Booth 1560 DEVELOPMENT ORDER.doc L 1� I May 11, 2010 Todd Ritchie Accent Neon & Sign Co. 774 Wai Lam Rd. Patin Harbor, FL 34683 Re: Development Order — CSP2010 -04017 —1580 McMullen Booth Road (Family Fitness) Dear Mr. Ritchie: The Planning Staff reviewed your Comprehensive Sign Program application for 1580 McMullen Booth Road pursuant to Community Development Code Sections 3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the area of one attached sign as follows: 1. One Attached sign 121.9 square feet in area on the east building facade (4.0 percent of the building facade area). The sign will be internally illuminated with channel letters directly mounted to the building (no raceways). The sign will be red, white and blue in color and will read "Family Fitness Centers "; and 2. One Attached sign 121.9 square feet in area on the north building fagade (4.0 percent of the building facade area). The sign will be internally illuminated with channel letters directly mounted to the building (no raceways). The sign will be red, white and blue in color and will read "Family Fitness Centers ". The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. The approval is based on, and must be consistent with the site plans, elevations and drawings dated received on April 27 and May 06, 2010 as described above and subject to the following conditions: 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 Department prior to issuance of a building (sign) permit; 2. That the internal sign lighting for the attached sign be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; 4% . 3. That the attached sign be mounted directly to the building (no raceways); and 4. That all other Code requirements /restrictions of Division 18 (Signs) are met, including but not limited to, grand opening banners, window, temporary, construction and sale leasing signs. Pursuant to Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (May 11, 2010). 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 -4836 or via e- mail at matthew.jackson@myclearwater.com. Sincerely, Gina L. Clayton Assistant Planning Director Cc: Mary Jo Weaver, Sign Inspector S: (Planning DepartmentlCD BI Comprehensive Sign ProgramlMcMullen BoothIMCMullen Booth 1580 Fainily Fitness -Approved - MJJWcMullen Booth 1580 - Family Fitness - DEVELOPMENT ORDER. doc February 28, 2000 Mike Chawk West Central Signs, Inc. 7200 US Hwy. 301 N. Tampa, FL 33637 RE: Applications for Comprehensive Sign Program; CSP 00- 01 -07, 09 through 18 Dear Mr. Chawk: The Plaiuiing Staff has reviewed your application to construct the following signs at the following locations and deterinined that the applications met the requirements of Section 3 -1807 of the Land Development Regulations with the conditions that (1) all freestanding signs are 14 feet in height or less and that (2) all freestanding signs be will be landscaped. A landscape plan for each freestanding sign must be submitted to and approved by Staff prior to the issuance of any permits. 1. CSP 00 -01 -07 - 3000 Enterprise Road: reface an existing monument sign of 24 square feet and replace an existing attached sign of 20.25 square feet with an attached sign of 11.5 square feet: 2. CSP 00 -01 -09 - 2574 Countryside Blvd.: replace an existing freestanding sign of 68 square feet with a freestanding sign of 47.9 square feet and replace an existing attached sign of nine square feet with an attached sign of 5.1 square feet; 3. CSP 00 -01 -10 — 1640 Gulf to Bay Blvd.: replace an existing attached sign of 36 square feet with an attached sign of 17.8 square feet and replace an existing freestanding sign of 35 square feet with a freestanding sign of 33.2 square feet' 4. CSP 00 -01 -11 — 1600 N. McMullen Booth Road: replace an existing attached sign of 20.3 square feet with an attached sign of 11.5 square feet; 5. CSP 00 -01 -12 — 1261 Gulf Blvd.: replace an existing attached sign of 27.6 square feet with an attached sign of 17.8 square feet; 6. CSP 00 -01 -13 — 630 Laura Street: install an attached sign with 11.5 square feet; !'e It 7. CSP 00 -01 -14 — 2200 Belleair Road: reface an existing monument sign of 24 square feet; 8. CSP 00 -01 -15 — 122 Island Way: replace an existing attached sign of 36 square feet with an attached sign of 17.8 square feet; 9. CSP 00 -01 -16 — 1610 S. Missouri Avenue: replace an existing freestanding sign of 50 square feet with a freestanding sign of 47.9 square feet, replace an existing attached sign of 20.25 square feet with an attached sign of 11.5 square feet and replace a second existing attached sign of 20.25 square feet with an attached sign of 11.5 square feet, replace an existing freestanding sign of 50 square feet with a freestanding sign of 33.2 square feet 10. CSP 00 -01 -17 — 1475 Sunset Point Road: reface an existing monument sign of 24 square feet, replace an existing attached sign of 20.25 square feet with an attached sign of 11.5 square feet and replace an existing attached sign of 20.3 square feet with an attached sign of 11.5 square feet; and 11. CSP 00 -01 -08 — 1911 N. Belcher Road: replace two existing freestanding signs of 35 square feet with two freestanding signs of 25.6 square feet and replace an attached sign of 36 square feet with and attached sign of 17.8 square feet. Please bring this letter with you when apply for your sign permits. If you have any questions, please do not hesitate to call me at 562 -4558. Sincerely yours, Mark T. Parry Planner August 24, 2001 Mr. Paul Lima Apple Signs 1640 Land -O -Lakes Boulevard Lutz, FL 33549 RE: Development Order regarding case CSP 01 -07 -28 at 1620 McMullen Booth Road (Olson Tire — Tires Plus) Dear Mr. Collier: On August 14, 2001, the Plamling Staff reviewed your application for a Comprehensive Sign Program (CSP) to increase the area and number of permitted attached signage from one attached sign of 24 square feet to two attached signs of 24 square feet each. The signs will read "TIRES PLUS TOTAL CAR CARE" and will be attached to the east (along McMullen Booth Road) and west (interior to the parking lot) facades of the existing building. The signs will have black letters on a yellow background with black trim. The application also includes a facade change for an existing freestanding sign. The freestanding sign is 32.46 square feet with a height of 11 feet where 37.5 square feet with a height of 1425 feet is permitted and is therefore a conforming, freestanding sign. The facade of the freestanding will be switched with a new sign face which will also read "TIRES PLUS TOTAL CAR CARE" with a logo on the left -hand side of the sign. The sign will consist of a yellow background and black border with "TIRES PLUS" in black letters and "TOTAL CAR CARE" in red letters. The application for the Comprehensive Sign Program has been approved for the signs as submitted (see attached) with the following three conditions: 1. That the existing, freestanding sign be fitted with a base as submitted on July 26, 2001, 48 inches wide (attached) and finished with a beige, stucco exterior and is landscaped with a minimum of 12 square feet of shrubs and groundcover; 2. That all outdoor display (i.e. tires, etc.) be removed; and 3. That all signage on site be limited to the two attached and one freestanding sign as proposed within this Comprehensive Sign Program and no additional signs be penmitted including banners. i August 24, 2001 Lima — Page Two Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (August 24, 2002). All required building approvals shall be obtained within one (1) year of the date of issuance of the initial building permit. Permitted time frames do not change with successive owners. Please be aware that 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. If you have any questions, please do not hesitate to call Mark T. Parry, Planner at 562- 4558. Sincerely yours, Lisa L. Fierce Assistant Planning Director Attachment as noted Cc: Mary Jo Fox, Sign Inspector S:IPlanning DepartmentlC D BlComp Sign ProglMcMullen BoothIMcMullen Booth 1620 Olson Tire - Approve&McMullen Booth 1620 DEVELOPMENT ORDER.doc W- - r Gary Hicks International Signs 10831 Canal Street Largo FL, 33777 February 22,`2011 Email ghicks @intlsign.com REs Development Order, Comprehensive Sign Program'— CSP2010- 12032- 2630 Gulf to Bay Blvd. Dear Mr. Hicks: The Planning and Development Department Staff reviewed your Comprehensive Sign Program application for 2630 Gulf to Bay pursuant to Community; Development Code (CDC) Sections 3- 1806.B 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the number and area of attached signs and freestanding, signs as follows: I. One Freestanding internally illuminated sign 50 square feet in area with a total height of 14 feet, 10 feet in width, located on the north side of Gulf to Bay Boulevard in a twelve square foot landscaped area. The sign will have a black sign face with a stone support that will match the building facade. The sign will read "Pappas Ranch" in red letters with a turquoise graphic of a steer skull and below will read "Steakhouse * Bar" in Black letters on a tan band and will have 6 ,inch high address numbers on the stone support structure; 2. One Freestanding internally illuminated sign 24 square feet in area with a total height of 6 feet, 6 feet in width, located on the east side of US Highway 19 in a twelve square foot landscaped area. The sign will have a black sign face with a stone support that will match the building facade. The sign will read "Pappas Ranch" in red letters with a turquoise'' graphic of a steer skull and below will read "Steakhouse * Bar" in Black letters 'ona tan band and below will read "Entrance" in red letters; 3. One Attached internally - illuminated channel letter sign mounted directly to the building facade (no raceways) M square feet in area for unit "A -1, 3" on the north building facade. Final text and colors shall be determined at time of permitting and are subject to Planning Staff approval. 4. One Attached internally - illuminated channel letter sign mounted directly to the building facade (no raceways) 34.3 square feet in area for unit "A -4, 5" on the north building facade. The sign reads "Shiki Sushi Bar" in purple letters. 5. One Attached internally - illuminated channel letter sign mounted directly to the building facade (no raceways) a square feet in area for unit "A -6, 9" on the north building facade. Final text and colors shall be determined at time of permitting and are subject to Planning Staff approval. 6. One Attached internally - illuminated channel letter sign on a raceway 13.6 square feet in area for unit "A -10" on the north building facade. The sign reads "Nails" in red letters. When the lease expires, businesses changes or by IM 2013 all signs shall have the raceways removed and be mounted directly to the building facade and all cabinet signs shall have push thru- letters. 7. One Attached internally - illuminated channel letter sign on a raceway 30 square feet in area for unit "A 11, 12" on the east building facade. The sign reads "Pizza" in red letters with a cabinet reading "Chicago". When the lease expires, businesses changes or by I= 2013 all signs shall have the raceways removed and be mounted directly to the building facade and all cabinet signs shall have push thru - letters. 8. One Attached internally - illuminated channel letter sign on a raceway 30 square feet in area for unit "A 13, 14" on the east building facade. The sign reads "Grind House" in red letters with a capsule below reading "Contemporary Cafe Bar and Grill ". When the lease expires, businesses changes or by 2013 all signs shall have the raceways removed and be mounted directly to the building facade and all cabinet signs shall have push thru- letters. 9. One Attached internally - illuminated channel letter sign on a raceway 32 square feet in area for unit "A 15" on the east building facade. The sign reads "First Choice" in red letters with a contour cabinet reading "Hair Cutters ". When the lease expires, businesses changes or by J= 2013 all signs shall have the raceways removed and be mounted directly to the building facade and all cabinet signs shall have push thru- letters. 10. One Attached internally - illuminated channel letter sign mounted directly to the building facade (no raceways) M square feet in area for unit "A -16" on the north building facade. Final text and colors shall be determined at time of permitting and are subject to Planning Staff approval. 11. One Attached internally - illuminated channel letter sign 20.4 square feet for tenant space "1510 B" on the south west building facade previously approved through CSP2010- 04016. The sign reads "ACE" in red letters. When the lease expires, businesses changes or by J= 2013 all signs shall have the raceways removed and be mounted directly to the building facade and all cabinet signs shall have push thru - letters. 12 One Attached internally - illuminated channel letter sign 121 square feet for tenant space "1510 C" on the south west building facade previously approved through CSP2010- 04016. The sign reads "ACE" in red letters. When the lease expires, businesses changes or by J= 2013 all signs shall have the raceways removed and be mounted directly to the building facade and all cabinet signs shall have push thru - letters. 13. One Attached internally - illuminated channel letter sign on a raceway 33.18 square feet in area for unit "A -1540 E" on the east building facade. The sign reads "Dollar Tree" in green letters. When the lease expires, businesses changes or by §= 2013 the sign shall have the raceways removed and be mounted directly to the building facade. 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 November 19, 2010 and February 22, 2011 as described above and subject to the following conditions: Conditions of Approval: I . That the address be maintained on the freestanding signs, in accord with CDC Section 3- 1806.B.1 f; 2. That the freestanding sign is set back five feet from the property, line and is not located within any required sight visibility triangles; 3. That a'landscaped area, a minimum of 12 square feet in size, is provided and maintained around the freestanding sign; 4. 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; 5, 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 6. 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 building (sign) permit shall be made within one (1) year of the date of this Development Order (February 22, 2012). 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. 1. 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 Should you have any questions, please contact Ellen Crandall, Planner H, at (727) 562 -4836 or via e-mail at ellen.crandall@Myclearwater.com Sincerely; Gina Clayton Assistant Planning and Development Director cc: , Mary Jo Weaver, Sign Inspector T i Blank ;site Plan Bayside Bridge Plaza ON O/�/� O W N @ (6 Q K5,K6 Z U K W 4 m Jco N JE K1 O.� M _ GO[0- F 45 G HHH Ur0 m 1 2H 4 5 O U g CND �a/� m L / V � T C mN Property I.D. (866) 657 -2545 MAP IS NOT TO SCALE 3/6/2003 © Property I.D. 2003 G e✓t P✓a( k °.'4�L „.iA,w.ii.i..�..;:�:.:ri, a ,�,lrw.�:+�:i.iid�il:' -,--.- .`......... ' SURVEYORS REPORT MAP OF BOUNDARY SURVEY: SEE SHEET 2 OF 2 LEGAL DESCRIPTION: L07 I, SOUTH OAKS FASHION SQUARE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED iN PLAT BOOK 101, PAGES 57 AND 58, OF THE PUBLIC RECORDS. OF PINELLAS 1 COUNTY, FLORIDA, . TOGETHER WITH NON- EXCLUSIVE EASEMENTS .FOR VEHICULAR INGRESS AND EGRESS AS DEFINED IN ARTICLE I AND FOR DRAINAGE AND STORM SEWER AS DEFINED IN 'ARTICLE III OF THAT CERTAIN AGREEMENT DATED NOVEMBER 22, 1988, RECORDED N4VEMBER'.2$, 1988 IN OFFICIAL RECORDS BOOK 6884, PAGE 602, OF THE PUBLIC RECORDS qF PINELLAS COUNTY, FLORIDA, AS AMENDED IN OFFICIAL RECORDS B04K 6947, PAGE 916, OF THE PUBLIC J RECORDS OF PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: . CROSS EASEMENT /INGRESS AND EGRESS .,, A COMMON DRIVEWAY EASEMENT LYING OVER A PORTION OF .LOTS I AND 2 OF SOUTH -OAKS FASHION SQUARE AS RECORDED IN 'PLAT BOOK 101 PAGES 57 AND 58 OF 'THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: .-BEGIN AT THE NORTHWEST CORNER OF LOT 1 OF SAID PLAT; THENCE ALONG ThE SOUTHERLY RIGHT -OF -WAY OF STATE ROAD N0. 590 S 89.10'41° E, 19.27 FEET; r THENCE S 02`30'13” W, 197.63 FEET; THENCE S 00.07'04" W, 218.21 FEET; TFiENCEI.ONG THE ARC OF A TANGENT CURVE TO THE LEFT 96.75 FEET, RADIUS 225.00 FEET, CENTRAL ANGLE OF 24.3A'17" AND A CHORD BEARING S 12.12'04" E, 96.01 FEET TO ''A POINT OF REVERSE CURVATURE; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE_,j,: GFa 96.75 . - ,__.1—,_, . . ,. FEET , RADIUS .225.00 FEET,- CENTRAL ANGLE OF 24.38' 17" AND ,. A -CHARD BEARING S 12•12'05" E, 96,01 FEET; THENCE S 00.07'04" W, 346:04 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT 9.27 FEET, RADIUS 10.00 FEET, CENTRAL ANGLE OF 53.07'48" AND A CHORD BEARING S 26 "26'50" E, 8.94 FEET; THENCE 5 5� 00'44" E, 257.93 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, 5.19 FEET, RADIUS 5.00 FEET, CENTRAL ANGLE OF 59.27'34" AND A CHORD BEARING S 52.44'31 ",E, 4.96 FEET; THENCE N67.31'42 "E, 485.74 FEET; THENCE ALONG THE ARC OF'A TANGENT ' CURVE TO THE LEFT 23.53 FEET, RADIUS 20.00 FEET, CENTRAL ANGLE O. 67.24'40" 1 1. AND A CHORD BEARING N 33.49'22" E. 22.20 FEET: THENCE N 00.07'02 " E, 299.60 FEET; THENCE S 69.52'5$" E, 42.00 FEET; THENCE S 00.07'02" W, 40.00 FLET: THENCE N89.52'S8 "W, 2.00 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT 15.71 FEET RADIUS 10.00 FEET, CENTRAL ANGLE OF 90`00'00" AND A CHARD BEARING OF S 45.07'02" W. 14.14 FEET THENCE S 00.07'02" W, 249.60 FEET: THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT 58.43 FEET, RADIUS 50.00 FEET, CENTRAL ANGLE OF 67.24'40" AND A CHORD BEARING S 33049'22" W. 55.49 FEET ; THENCE S 67.31'42" W, 485.74 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE Tc� THE RIGHT 36.32 FEET, RADIUS 35.00 FEET, CENTRAL ANGLE OF 59.27'34" AND CHORD BEARING N 82'44'31" W, 34.71 FEET; THENCE N 53.00'44" W, 277.93 FEEfi; THENCE N 00.07'04° E, 366.04 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT 83.85 FEET RADIUS 195.00 FEET, CENTRAL ANGLE OF 24.38'17" ANq A CHORD iEARING N 12•f2'OS" W, 83.21 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT 109.65 FEET, RADIUS 255.00 FEET, CENTRAL ANGLE OF 24.38'(7" AND A CH4Rp BEARING N 12.12'05" W , 108.81 FEET - 'THENCE N 00.07'04 ".E, 223.38 FEET; THENCE N 01.31'59" W 193.11 FEET; THENCE 589.10'41 "E, 24.53 FEET TO THE POINT OF BEGINNING. RETENTION POND ' A PARCEL OF LAND LYING IN SECTION 9, TOWNSHIP 29 SOUTH RANGE 16 EAST, PINELLAS COUNTY. FLORIDA, ALSO LYING OVER A PORTION OF LOTS I ANQ 2 OF SOUTFI OXaKS FASHION SQUARE AS RECORDED IN PLAT BOOK 101, PAGES 57 AND 56 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. fSEING FURTHER DESCRIBED AS FOLLOWS: '_ COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 9; THENCE ALONG THE NORTH BOUNDARY OF SAID SECTION S 89.10'41" E. 399.03 FEET; THENCE LEAVING 'SAID NORTH BOUNDARY S 00.0704 W, 468.00 FEET; THENCE S 10.4815 E, f90.g4 FEET: THENCE S 00.07'04" W, 403.61 FEET TO THE POINT OF BEGINNING; THENCE S 5S`16`36 ". E. 37.77 FEET, THENCE 553.00'44 "E, 248.20 FEET TO THE NORTHERLY RIGHT -OF -WAY OF THE SEA BOARD COASTLINE RAILROAD AS RECORDED IN DEED BOOK 47, PAGE 305, OF THE c: PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG SAiD.- NORTHERLY RIGHT -OF -WAY 13Y THE ARC OF NON- TANGENT CURVE TO THE LEFT 263.16 FF�T, RADIUS 2050.00 FEET. CENTRAL _ANGLE.OF , 07.21' -19" AND A CHORD SEARING - S -6;,.47.' 58" W,.,. r .. _.� -� ` - ----262-.98' FEET: THENCE LEAVING SA I D NORTHERLY R i GHT -OF -WAY N 89. 16 3E" _Y-W. 342.'04 FEET ,TO A POINT LYING 100.00 FEET EAST OF THE WEST BOUNDARY OF SAID SECTION 9; THENCE ALONG.A LINE 100.00 FEET EAST OF AND PARALLEL WITH SAiD WEST BOUNDARY N 00007'04" E. 278.02 FEET; THENCE S 89.16'36" E, 335.02 FEET TO THE •POINT OF BEGINNING. DRAINAGE PIPE . � . A DRAINAGE PIPE LYING OVER A PORTION OF LOT 2 OF SOUTH OAKS FASHION SQUARE AS RECORDED IN PLAT BOOK 101, PAGES 57 AND 58 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOW: . COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 2, THENCE S00.07'04 "W X18.00 FEET; THENCE S 10.48'15" E, 190.00 FEET; THENCE S 00.07'04" W. 319.58 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S 00`07'04" W, 105.42 FEET; THENCE S 01.26'58" E. 13.27 FEET; THENCE S 14.35'03" W. 25.88 FEET'; THENCE N 75.24'56" W, 30.00 FEET; THENCE N 14.35'03" E, 144.71 FEET TO THE POINT OF BEGINNING. ' LEGEND: AC - Acres FPK - Found Parker K•len R/W - Right at Way ' A/C - Air Conditioner FPK&D - Found Parker Klan Neil and Disk S - South B/C - Back of Curb GV - Gate, Valve SCM - Set Concrete Marker ` BLDG - Building G/A - Guy Wire Anchor I L stir - Sprinkler Central Box tFPD - Book Flaw Prevention Device GI - Grate inlet SEC - Section (C) - Calculated Dote CLS - Gas Line Marker Sign • SIR - Sat Iran Rod and Coo 5/6" / LO $707 CAN - Cable TV Box gm - Gas motor SN&D - Set Nail and Disk / LI 6707 C/C ' - Covered Concrete' GTI - General Telephone and Electron" Bex SPK60 - Set Parker Kahn NM end Disk '/ t.N 6707 q - Center Lino HYD - Fire Hydrant Parker SO - Square CLF - Chain Link Fence H/C - Handicapped Parking SR - State Road . C/o - Clean Out (6"pve typ) I.E. - Laval Description SMH - Sanitary Manhole . CONC - Generate (L) - Invert Elavetian STY - Story CUP - Conr•te Utility Pole LB - Corporate Certification Numbr S/W - Sidewalk CLP - Generate Light Palo LS - Lkenas Surveyw TIM - Temporary Benchmark CMP - Corrugated Metal Pipe MLP - Motel Light Pete Tom - Tap of Bonk . C/S - Generate Slab (M) - Measured Data TOS = Too of Slope DCVA - Double Chock Voulve Assembly MAS - Masonry TWP - Township D/W - Driveway MES - Mitred End Section (rn) - Typical JD1 - DAN Data Pr OR 6975, PO 2097 MIL - Motel Past UP - Unrecorded Plot Data D2 - Deed Data Per OR 7051, PG 1817 MOL - Moro r Less U/P - Utility Pole D3 - Dead Date Per OR 6464, PG 602 N - North I W/F - Wood Fence . (Cross Easement Agreement, Exhibit D) N/A - Net Applicable W - West • (D4) - Dead Data Per OR IBI4, PG 602 N/C - No Cop I MM.I - Water Motor '! i (Rotontlen Pond. E)jhlYlt E) N/F - Not Found "if, - Woad Utility Pole ' (OS) - Deed Data Pr OR $U4, PG 602 0/A - Over all xx• - Degrees (Drainage Pipe, Exhirit F) OHW - Overhead Wire xx' - Minutes (@•rings) • - (D6) - Dead Data For OR 7121, PG 1472 OR - Official Record Book x x • -, " .second DMH - Drainage Manhole (P) - Plat Date xx' = Feat (Dists sn�'�`c")_.�n�`-''` sob - Electrical Control Box PI - Plat Book ern, - utility Pal• • , t _ u _. .. - . WV � ` PCP - Peermanent Central hint - -, O ^ ChoInMLink Fence `" _ E East - _ __ _ - Elevetl�n - - . E - Edge of Water , ERCP - Elliptical Reinforced Cenersts Pips, PG(S) - Pages - ■ — - Woad Fence ,%, PK - Parker Kel•n Nail (F) - nold Date PS - Paint Stripe t - Plus er Minus " $ FAC - Florida Administrative Code -oar- - Sign - Fence Comer PLS - professional Lent Surveyor F/C POC - Point of Commencement Q - Sanitary Manhole . FCM - Found Concrete Monument POI - Point Of Beginning FFE - Finished Floor elevation . - Permanent Reference Monument 0 - Drainage, Manhole FUt - Found Iran Red and Cop , FN&D - Found Nall end Disk (C RV) - Recorded Oats 0 I - Communication Manhole FNkTT - Found Nail and Tin Tab I RCP - Relnfrcod Concrete Pipe FOP - Found Open Pipe RLS - Rogisterd Land Surveyor (1 ) - Grosso Try Menholo . fob - Florida Power tax RNG - Range FPC - Florida Power Corporation RR - Railroad G - Monitor Well (Typo Unkriean) DATE MADE IIY CLIENT ,, SURVEY DALFEN'S LIMITED CONSTRUCTION SCALE AS -1UILT 1" - 50' . I 1. I L .1 • .. _ .....,..,.,.,...�.:,...,. Ww.._ ........w........„_+ . „ L, ."4- ,. w....,..w.,....m...e, j [ /. /.�` V DATE CEIII TO: SHEET DESCRIPTION: I DWO. FILE No. PROJECT No. 9 -` -96 JACKSON NATIONAL LIFE INSURANCE: COMPANY DRAWN MY . HILL„ WARD AND HENDERSON, P.A. ROH SCHARLIN, •LANZETTA, COHEN, COBB AND EBIN CORAL TOV, LTD., CHICAGO TITLE INSURANCE COMPANY, CHECKED BY PPM FINANCE FLORIDA DES GN CONSUL ENGINEERS, ENVIRONMENTALISTS, URVEYORS do PLANNERS 172633 McCORMICK DR. SUITE 102 • CLEARWATER, FLORIDA 34619 ■ 14483 62nd STREET NORTH 0 CLEARWATER, FLORIDA 34620 CERTIFICATE OF A01-1 )RII TION: j L2 6707 TANTS, INC. PHONE: (813)724 -8422 FAX : (813)724 -8606 PHONE. (813)539 -0051 FAX : (813)539 -0143 ALTA /ASCM LAND TITLE SURVEY I THIS SURVEY NOT VAL 1 G YY t THOI;T THE 9111110011=111 w I GNATURt= ANO' TH1E ORIGINAL RAISED SEA No. , I I (----- 249 LICENSED SURVEYOR ANA MAP!'ER. 013ERT C. r. L5 49 !11111i-1t3 I SHEET No. . 1OFZ I. SECTION o TOWNSHIP 298 RANGE 113E ACCURACY: . PINEL.L.AS CC3UNIY, F�. ORiDA � j I. THE EXPFCTED USE OF THE I ANP , AS (1 ASS I F I E IN TI IF MINIMUM TECHN I CAL 1 S Nor l)ED I GATED TO P1JB1 I C I ISF ; ( 1 1 1 ) TO PROVIDE AT ITS OWN COST SIDEWALK STANDARDS (61G17 -6 FAC), IS "COMMERCIAL/HIGH RISK ". THE MINIMUM RELATIVE ACCESS FROM THE DEVELOPMENT TO THE PROPERTY, GENERALLY ALONG STATE ROAD 590; . DISTANCE ACCURACY FOR TH15 TYPE 4F BOUNDARY SURVEY IS I FOOT IN 10,000 FEET. ANO (IV) TO RESTRICT THE HEIGHT, THE MANNER OF LIGHTING, AND THE HOURS OF PPM FINANCE, iNC,'S SURVEY REQUIREMENTS FOR JACKSON`NATIONAL LIFE INSURANCE � - THE AGGURAGY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC TRASH COLLECTION FOR ANY OFFICE BUILDINGS TO BE CONSTRUCTED ON THE PROPERTY. COMPANY .. j FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. (NON PLOTTABLE) 2. METHODS FOR ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL 17.TERMS, CONDITIONS, AGREEMENTS AND OTHER MATTERS CONTAINED IN INTERLOCAL "I AM A REGISTERED PUBLIC SURVEYOR IN THE STATE OF FLORIDA.: 1 HERESY CERTIFY TO GORAL TOV, LTD., A FLORIDA LIMITED PARTNERSHIP .TO CHICAGO TITLE INSURANCE TAPE, 4R DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. I AGREEMENT BETWEEN PINELLAS COUNTY, FLORIDA, AND CITY OF CLEARWATER, FLORIDA, COMPANY AND TO JACKSON NATIONAL I,IFE•INSURANCE COMPANY ANO TO ANY OF THEIR I RECORDED JANUARY 22, 1992, IN OFFICIAL RECORDS BOOK 7791, PAGE 1559. ). AFFILIATES, SUCCESSORS AND ASSIGNS, THAT I UNDERSTAND THAT THE AFOREMENT10NEp I DATA SOURCES: (NON PLOTTABLE} TITLE INSURER WILL RELY ON THE ACCURACY AND COMPLETENESS OF THE SURVEY FLAT AND I. BEARINGS ARE BASED UPON THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 590, ($.TERMS, CONDITIONS, RESTRICTIONS, EASEMENTS AND OTHER MATTERS OF THAT CERTAIN r THE 'TRUTH OF MY CERTIFICATIONS fed INSURING A POLICY OF TITLE INSURANCE ASSURING THE VALIDITY AND PRIORITY OF THE BEING ASSUMED 589.10'41 "E. UNRECORDED LEASE, BETWEEN BOOTH MARKET PLACE, INC., "LESSOR" AND THE CITIZENS "LESSEE ", L''IEN OF A MORTGAGE OR DEED OF TRUST ON THE PREMISES ANp THE LENDER WILL SO RELY IN OETERMfNING WHETHER TO FUND THE RELATED i AND SOUTHERN NATIONAL BANK OF FLORIDA, DATED JULY 25 , 1989 AND THE LOAN. I FURTHER CERTIFY'( HAVE.SURVEYED, ON THE GROUND, THE PROPERTY LEGALLY I 2. SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, BASE FLOOD ELEVATION: NOT MEMORANDUM THEREOF RECORDED DECEMBER I, 1989 IN OFFICIAL RECORDS BOOK'7142, DESCRIBED HEREON; THAT THIS PLAT OF SURVEY IS A TRUE, CORRECT AND ACCURATE y APPLICABLE, PER FLOOD INSURANCE RATE MAP; COMMUNITY PANEL NUMBER, 125096 0011 PAGE 91. (EASEMENTS SHOWN HEREON) DRAWING AND REPRESENTATION OF SAID PROPERTY AND OF THE SIZE, LOCATION. EXTERIOR D, MAP REVISED AUGUST 1'9, 1991. DIMENSIONS. AND BOUNDARIES THEREOF; THAT THE STREET AppRESS(ES), LOCATIONS AND ' 19.TERMS, CONDITIONS, RESTRICTIONS, EASEMENTS AND OTHER MATTERS OF THAT CERTAIN - ' "LANDLORD" ,. DIMENSIONS OF ALL' BUILDINGS, AND THE LOCATIONS OF ALL PARKING AREAS, OF ANY 3. TWiS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE POLICY, POLICY NUMBER UNRECORDED LEASE, BETWEEN MARKETPLACE, INC., AND PUBLIX SUPER ' "TENANT" VISIBLE IMPROVEMENTS UPON SAID PROPERTY, OF ALL FENCES THEREON, OF RECORDED ' 10 1436 02 000068, AGENT'S FILE NUMBER 1954(.101, PATE OF POLICY SEPTEMBER MARKETS, INC., DATED NOVEMBER 4, 1988 AND MEMORANDUM THEREOF . ,- AND /OR VISIBLE EASEMENTS PROVIDED TO THE SURVEYOR, OF ALL STREETS, ROADS, 20, 1993, PREPARED BY SCHARLIN, LANZETTA, COHEN, COBS AND EBIN, AS AGENTS FOR REGARDED JANUARY 12 , 1989 IN OFFICIAL RECORDS BOOK 6916 PAGE 146. (RECORD , VISIBLE UTILITY LINES AND THE RIGHTS -OF- WAY THAT WERE PROVIDED TO THE SURVEYOR CHICAGO TITLE INSURANCE COMPANY, AND AN ENDORSEMENT, ENDORSEMENT NUMBER 110 DOCUMENTS NOT SUPPLIED) I WWICW AFFECT, BENEFIT OR BURDEN SAID PROPERTY ARE CORRECTLYOAND CURRENTLY 1436 052 - 000004, DATED SEPTEMBER 20, 1993, PREPARED BY VALDES- FAULI, COBB, "i SHOWING HEREON; THAT THERE ARE NOT DISCREPANCIES., CONFLICTS, GAPS, BOUNDARY PETREY AND BISCHOFF, P.A. AS AGENTS FOR CHICAGO TITLE INSURANCE COMPANY. ,.t 20.TERMS, CONDITIONS, RESTRICTIONS, EASEMENTS, AND OTHER MATTERS OF THAT CERTAIN "LANDLORD" ;' DISPUTES, SHORTAGES IN AREAS, IMPROVEMENTS OVER BOUNDARY LINES FROM OR ONTO SAID - . UNRECORDED LEASE, BETWEEN BOOTH MARKET PLACE, INC.,' AND WALGREEN • '" "TENANT" �r ,PROPERTY OR UPON EASEMENTS, OVERLAPPING OF.IMPROVEME'.NTS, VISIBLE EASEMENTS, 4.' RIGHT OE WAY DATA ADJACENT TO THE SUBJECT SITE FOR LANDMARK DRIVE STLITE CO., AN ILLINOIS CORPORATION DATED OCTOBER 2B, 1988 AND THE '{.{-• OVERLAPPING OF EASEMENTS, ROADS, ALLEYS, RIGHTS -OF- yVAY OR f3UILpING SETE�ACK ROAD ,590, AND COUNTY ROAD 611 (MCMULLEN BOOTH ROAD) WAS DERIVED FROM THE PLAT MEMORANDUM THEREOF RECORDED NOVEMBER 28, 1988 IN OFFICIAL RECORDS BOOK 6483, _;_ _LINES WHICH AFFECT SAID PROPERTY, THAT WERE PROVIDED TO THE SURVEYOR, EXCEPT AS OF SOUTH OAKS FASHION SQUARE, RECORDED A N PLAT BOOK .101, PAGES 57 AND:`.58 '.`.`�.' ". PAGE 1620,.AS RATIFIED BY RATIFICATION OF.LEASE RECORDED FEBRUARY 6, 1989 IN'�- Ii! SHOWN HERE; THAT THERE ARE NOT FENCES, LIGHT POSTS 0 R OTHER IMPROVEMENTS OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA . NO DOCUMENTATION ON `, -h ,1` OFFICIAL RECORDS BOOK 6931, PAGE 2018. (RECORD DOCUMENTS NOT SUPPLIED) I 4 APPURTENANT TO SA10 PROPERTY WHICH ARE LOCATED WITHIN THE BOUNDARY LINES OF FORMAL DEDICATION AND /OIR AUTHORITY OF SAID RIGHT OF WAYS WAS SUPPLIED TO -THE .-- ADJOINING PROPERTIES. EXCEPT AS SHOWN HEREON; THAT THE LEGAL DESCRIPTION OF SAID SURVEYOR. 21.TERMS, CONVENANTS, CONDITIONS, ANY RESTRICTIONS' AND EASEMENTS AND OTHER PROPERTY, AS SET OUT HEREON, I5 CORRECT, COMPLETE AND ACCURATE; AND THAT ANY MATTERS OF THAT CERTAIN UNRECORDED LEASE, BETWEEN GORAL TOV, LTD., ,l "LANDLORD ", PORTION OF SAID PROPERTY WHICH IS LOCATED IN A FLOOD PLAIN OR IN ANY OTHER FLOOD 5. EASEMENT TO PINELLAS WATER COMPANY ANd ASSIGNMENT THEREOF TO THE CITY 01= 57. AND CENTRAL FLORIDA FITNESS CORP „ 0 /B /A/ GOLD S GYM FITNESS AND.,. "TENANT", HAZARD OR FLOOD DANGER AREA, AS DESIGNATED BY A FLOOD INSURANCE RATE MAP IS PETERSBURG, FLORIDA AS CONTAINED IN THE INSTRUMENT, RECORDED FEBRUARY x3, AEROBIC CENTER, DATED JUNE 30, 1993, AND MEMORANDUM THEREOF E SHOWN AND IDENTIFIED AS SUCH HEREIN. THIS SURVEY IS MADE IN A RDANCE WITHTWE 1954, IN QEEQ BOOK (465; PAGES 175 THROUGH 178, INCLUSIVE, (SHOWN HEREON) RECORDED JULY 20 1993 IN OFFICIAL RECORDS BOOK 8342 , PAGE 2121. (RECORD "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /AGSM ND JOINTLY DOCUMENTS NOT SUPPLIED) 1: ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1992.• 6. RESTRICTIONS RECORDED IN DEED BOOK 266, PAGE 184, A5 FOLLOWS: NO RESIDENCE DSURV SHALL BE ERECTED OR MAINTAINED NEARER THE STREET LINE THAN 20 FEET AND NO 22.TERMS, CONDITIONS, RESTRICTIONS, EASEMENTS AND OTHER MATTERS OF THAT CERTAIN i BUILDING ON SAID PREMISEES, EXCEPT FOR GARAGE PURPOSES, SHALL COST LESS THAN UNRECORDED LEASE, DATED APRIL $, 1992, BETWEEN CLEARWATER MARKETPLACE "TENANT" 0 RT C. WRIGHT, JR. i LS 4965 i 12,500.00- (AS TO PORTION OF INSURED PREMISES WHICH WAS .FORMERLY LOTS II ANp PARTNERS, ANp OMEGA RESOURCES, INC.,' AS ASSIGNED ON JANUARY 31, 1993 � PROFESSIONAL SURVEYOR AND MAPPER 12, BLOCK C, pELLW00D HIEIGHTS). (NON PLOTTABLE) TO CORAL TOV, ."LANDLORD", AND AS AMENDED BY ADDENDUM DATED SEPTEMBER STATE OF FLORIDA 9, 1993. (RECORD DOCUMENTS NOT SUPPLIED) 7. TERMS, CONDITIONS AND OTHER MATTERS OF AGREEMENT BY AND BETWEEN THE CITY OF • CLEARWATER, FLORIDA AND DAVID BILGORE 8i COMPANY, INC•, AS CONTAINED IN 23.ALL RECORDING REFERENCES REFER TO THE PUBLIC RECORDS OF PINELLAS COUNTY, INSTRUMENT RECORDED AUGUST 5; 1981 IN OFFICIAL RECORDS BOOK 5230, PAGE 798, FLORIDA, i SURVI =YOB'S REPORT AS AMENDED BY INSTRUMENTS RECORDED IN OFFICIAL RECORDS BOOK 6810, PAGE 836 AND OFFICIAL RECORDS BOOK 7001, PAGE 2159. (NON PLOTTABLE). 1. - 24.CSX RAILROAD DATA ADJACENT TO THE SUBJECT SITE WAS DERIVED FROM THE PLAT OF (CHICAGO TITLE INSURANCE COMPANY) . SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGES 57 AND 5$, OF ', 8. RESTRICTIONS, COVENANTS, G4NDIr10NS AND OTHER MATTERS A5 CONTAINEd IN THE THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA NO DOCUMENTATION ON FORMAL I I HEREBY REPORT TO CHICAGO TITLE INSURANCE COMPANY THAT I HAVE MADE AN ACCURATE DECLARATION OF UNITY OF TITLE RECORDED OCTOBER 27, 1988 IN OFFICIAL RECORDS DEDICATION AND /OR AUTHORITY OF SAID RIGHT OF WAYS WA5 SUPPLIED TO THE ., SURVEY OF THE'PREMISES SITUATED AT CLEARWATER, PINELLAS COUNTY, FLORIDA KNOWN AS BOOK 6864, PAGE 33$. (NON PLOTTABLE) SURVEYOR. . -f LOT 1, SOUTH OAKS FASHION SQUARE AND SHOWN ON THE ACCOMPANYING MAP OR PLAT OF SURVEY. IN CONNECTION WITH SUCH SURVEY I MADE A CAREFUL INSPECTION OF SAID t 9. THE FOLLOWING MATTERS AS CONTAINED ON THE PLAT OF SOUTH OAKS FASHION SQUARE LIMITATIONS: PREMISES ON SEPTEMBER 9, 1996 AND AT THE TIME OF INSPECTION 1 FOUND TO BE IN RECORDED IN PLAT BOOK 101, PAGES 57 AND 58: POSSESSION OF SAID PREMISES CORAL TOV, LTD., A FLORIDA LIMITED PARTNERSHIP AS I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE CERTIFIED TO, WILL BE THE OWNER. (A) DEDICATION TO THE PUBLIC OF ALL STREETS, ROADS AND RIGHTS -OF -WAY (OTHER RE-USER5 SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. THAN TWE INGRESS - EASEMENT BETWEEN LOTS I AND 2) FOR ROAD AND STREET I MADE A SPECIFIC EXAMINATION WITH RESPECT TO THE FOLLOWING ITEMS AND REPORT THE PURPOSES FOR THE IIVSTALLATION AND MAINTENANCE OF DRAINAGE STRUCTURES, 2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS , ;1 EXISTENCE OF EVIDENCE OF THE FOLLOWING: (IF NONE, STATE "NONE "): STORM SEWERS, UTILITTIES AND PURPOSES INCIDENTAL THERETO. (SHOWN HEREON) F-. PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. " "i i 1. ROADS,1 LANES, DRIVEWAYS OR WALKS ACROSS SAID PREMISES SERVING OTHER (B) DRAINAGE AND UTILITY EASEMENTS AS SHOWN• (SHOWN HEREON) 3. THE LOCATIONS OF TWE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE f PROPERTY: AS SHOWN ON MAP OF SURVEY, PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THE (C) THE RIGHT GRANTED 70 THE CITY OF CLEARWATER TO USE ALL UTILITY AND SURVEY. ONLY THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WHICH WERE 2. STREAMS, PONDS OR LAKES LOCATED, BORDERING ON OR RUNNING THROUGH SAID DRAINAGE EASEMENTS ,AS SHOWN FOR MAINTENANCE PURPOSES. (SHOWN HEREON) VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD '! PREMISES: AS SHOWN ON MAP OF SURVEY. . SURVEY.WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND (p) THE C17Y OF CLEARWATER I5 RESPONSIBLE FOR MAINTENANCE OF WATER FLOW ONLY WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY'UNDERGROUND ' i 3. TELEPHONE, TELEGRAPH OR ELECTRIC POWER POLES OR WIRES OVERHANGING PREMISES: IN THE DRAINAGE AND UTILITY EASEMENTS, MAINTENANCE RESPONSIBILITY UTILITIES AND /OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT AS SHOWN ON MAP OF SURVEY. RELATING TO THE GENERAL AESTHETIC APPEARANCE OF, AND VEGETATION LOCATED THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH \: IN, THE DRAINAGE AND UTILITY EASEMENTS ARE A PRIVATE FUNCTION THA7.'IS UTILITIES IN THE AREA. EITHER IN SERVICE OR ABANDONED. °a 'j 4. DRAINAGE DITCHES ACROSS SAID PREMISES: NONE ., .._... NEITHER.._ „_ASSIGNED f0 NOR ACCEPTED BY -_THE . -C 1 TY�OF. CLEARWATER -W 1 TH RESPECT --� - , _ . _ _ , _ - -- -- „- 1; ';�,, our .:. _ _ _ _ .. . _ _ _ - ,.�„_. - _ = ,r -. ,... _ - , - 6. TO DRAINAGE AND UTILITY EASEMENTSM OVER THE DRAINAGE AND UTILITY A�tEAS, 4- PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE . Ir .; OR WALKWAYS , PARTY.OR CURTAIN WALLS, BEAM RIGHTS, PORCHES STEPS MAINTENANCE OF DRAINAGE FLOW AND STRUCTURES SHALL BE THE RESPON5IBIL1•TY MAY BE ITEMS DRAWN PUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 'µ” '' _` OR ROOFS USED IN GAMMON OR JOINT GARAGES AS REFERENCED IN SAID TITLE .. OF THE CITY OF CLEARWATER AND MAINTENANCE OF THE VEGETATION LOCATED IN COMMITMENT, AND PROVIDED TO THE SURVEYOR: AS SHOWN ON MAP OF SURVEY. SUCH AREAS IS A PRIVATE FUNCTION. (NON PLOTTABLE) BOUNDARY INCONSISTENCIES: 6. OVERHANGING PROJECTIONS (IF OUR BUILDING OR ITS EAVES, FIRE ESCAPES, BAY (E) A 10' MAINTENANCE EASEMENT GRANTED TO THE CITY OF CLEARWATER, 5' ON EACH I. A BOUNDARY LINE DIMENSION ALONG THE NORTHERLY $pUNDARY LINE OF LOT I, SAME WINDOWS, DOORS, FLUE PIPES, STOOPS, OR AREAWAYS, OR SIGNS AFFIXED THERETO, SIDE OF WATER MAINS, AS INSTALLED, UP TO AND INCLUDING FIRE HYDRANTS AND ALSO BEING TWE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 590, ACCORDING TO OR FENCES, WALKS, DRIVES, GATES OR ENTRANCES CROSS OVER ADJOINING METERS LESS AND EXCEPT ANY PORTION THEREOF THAT LIES BENEATH A BUILDING. SAID PLAT OF SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGES PROPERTIES, OR SIMILAR ADJOINING STRUCTURES CROSS UPON OR OVERHANG OUR I (NON PLOTTABLE) 57 AND 58, READS 339.02 FEET, THIS DIMENSION CALCULATES 339.01 FEET, AND THE j PREMISES, SPECIFY SAME AND IF BUILDINGS ARE SUBSTANTIALLY ON PROPERTY LINES I CALCULATED DIMENSION IS SUPPORTED BY THE BOUNDARY CORNERS FOUND IN TWE FIELD ' INDICATE IF WALLS ARE PLUMES): AS SHOWN ON MAP OF SURVEY I (F) AN INGRESS AND EGRESS EASEM ENT FOR FIRE AND EMERGENCY VEHICLES, PUBLIC OFFICIALS, UTILITY COMPANIES AND THE CITY OF CLEARWATER FOR SANITATION 2. A. BOUNDARY LINE DIRECTION ALONG THE NORTHERLY BOUNDARY LINE OF LOT I, SAME E' 7. PHYSICAL EVIDENCE OF BOUNDARY LINES ON ALL SIDES (BE SPECIFIC AS TO MOW SERVICES AND UTILITY MAINTENANCE OVER AND ACROSS ALL PAVED SURFACES., ALSO BEING THE SOUTHERLY RIGHT OF'WAY LINE OF STATE ROAD 590, ACCORDING TO BOUNDARY LINES ARE EVIDENCED; THAT iS BY FENCES, PLANTINGS,• ETC. INDICATE i (NON PLOTTABLE} SA10 PLAT OF SOUTH OAKS FASHION SQUARE, AS RECORDED IN PLAT BOOK 101, PAGES WHETHER SAME DIFFER FROM DEEP LINES' AND WHETHER THERE 15 EVIDENCE OF kI . 57 AND 58. READS SOq•49'19 °E, THIS DIRECTION CALCULATES S00.49'19 °W, AND DISAGRE =EMENT AS TO BOUNDARIES): AS SHOWN ON MAP OF SURVEY. f (G) A 10' EASEMENT IS GRANTED TO FLORIDA POWER CORPORATION, 5' EACH SIDE OF THE CALCULATED BEARING IS SUPPORTED BY THE BOUNDARY CORNERS FOUND IN THE - POWER LINES, AS INSTALLED, UP TO AND INCLUDING TRANSFORMERS, LESS AND FIELD 8. ANY UNUSUAL ELEMENTS OF USE OR POSSESSION AFFECTING SAID PREMISES I EXCEPT ANY PORTION THEREOF THAT LIES BENEATH A BUILDING. (NON PLOTTABLE) k (CEMETERIES, PARKS, ETC.): NONE . APPARENT PHYSICAL USE: (W) UEDICATIgN OF LANDMARK DRIVE RIGHT OF WAY. (SHOWN HEREON) 9. EVIDENCE OF AREAS OF CONSTRUCTION: NONE %� 4 9 1. SUBJECT PROPERTY 15 USED AS A RETAIL PLAZA. A Z 9 (I) DEDICATION OF 17' RIGHT- OF-WAY ALONG STATE ROAD 590. (SHOWN HEREON) . ii l . L . I � ; 2. THERE ARE $15 STRIPED REGULAR PARKING SPACES, AND 18 STRIPED HANDICAPPED r r , , .. ..-. ROBERT C. WRIGHT JR., L5 4965 I (J) INGRESS - EGRESS EASEMENT. (SHOWN HEREON) . PROFESSIONAL SURVEYOR AND MAPPER IO.RESTRICTiONS, COVENANTS, CONpITI0N5 AND EASEMENTS AND OTHER MATTERS, YIHICH. EASEMENTS: S TATE OF FLORIDA INCLUDE PROVISIONS FOR A PRIVATE CHARGE OR ASSESSMENT, AS CONTAINED IN THE r ••' , AGREEMENT RECORDED NOVEMBER 28, 1988 IN OFFICIAL RECORDS BOOK 6884, PAGE 602, I. TWE INGRESS- EGRESS EASEMENT ACCORDING TO THE PLAT OF SOUTH OAKS FASHION . TOGETHER WITH THE AMENDMENT, AS RECORDED IN OFFICIAL RECORDS BOOK 6947, PAGE SQUARE, AS RECORDED IN PLAT BOOK 101, PAGES 57 AND 58, OF THE PUf3LiC RECORDS s 916. (EASEMENTS SHOWN HEREON} OF PINELLAS COUNTY, FLORIDA, DOES NOT MATHEMATICALLY CLOSE BY 0.05 FEET . T0: JACKSON NATIONAL LIFE INSURANCE COMPANY, HILL, WARD AND.HENDERSON, P.A., l SCHARLIN, LANZETTA, COWEN, COBS AND EBIN, CORAL TOV, LTD., CHICAGO TITLE II.EASEMENT IN FAVOR OF GTE FLORIDA INCORPORATED CONTAINED IN INSTRUMENT 2. AN EASEMENT BOUNDARY LINE DIRECTION FOR DRAINAGE PIPE, ACCORDING TO THE j INSURANCE COMPANY, AND PPM FINANCE. ,. , RECORDED NOVEMBER I, 1989 IN OFFICIAL RECORDS BOOK 7121, PAGE 1472, 1 LEGAL DESCRIPTION SHOWN ON FACE OF SURVEY READS S 00.07'04" W, THE RECORD 4 (SHOWN HEREON) DOCUMENT LEGAL DESCRIPTION CONTAINS A SCRIVENERS ERROR. IT READS THIS IS TO-CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT 15 BASED S 00 07 04 IN, THE DIRECTION CALCULATES THE SAME AS IN SAID LEGAL WERE; MADE (I) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL FOR 12.EASEMENT IN FAVOR OF CITY OF CLEARWATER, FLORIDA CONTAINED IN INSTRUMENT DESCRIPTION ON FACE OF SURVEY. j ,REQUIREMENTS ALTA /AGSM LAND TITLE SURVEYS,. JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM RECORDED OCTOBER II, 1989 1 OFFICIAL RECORDS BOOK 7106, PAGE 2382. i IN 1992, AND DOES NOT INCLUDE ITEMS 5, 6, 7 (B2), 7(C), AND 12 THEREOF, AND (11) (SHOWN HEREON) 3. EASEMENTS THAT ARE DIMENSIONED FROM THE CENTERLINE OF FACILITIES ARE NOT PURSUANT TQ THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM ANp IN EFFECT ON PLOT7ABLE DUE TO POSSIBLE UNDERGROUND INSTALLATIONS. THE DATE OF THIS CERTIFICATION) OF AN "URBAN," SURVEY. ' 13.AFFIDAVIT CONFIRMING ERROR ON RECORDED PLAT AS CONTAINED iN THE INSTRUMENT,' 9/.-? RECORDED APRIL 11, 19$9 IN OFFICIAL RECORDS BOOK 6975, PAGE 2097. SHOWN HEREON .- PREPARED FOR: -. 0 �_. _ :_ -- ( ) , ....-,.: -....., - . _ . _ _ _, . — _- - - -.... ...._ ... .. _ _ .. _1 . - __ � :., ... .......,.,.- ..,._ - ... ., _._, _ . ,. .. - - - . , . r _-- - _ , _" «, - ,_ -,z, -, . -...- „� .._.- BALEEN S LIMITED I .. . 14.AFFIDAVIT CONFIRMING ERROR ON RECORDED PLAT AS CONTAINED IN THE INSTRUMENT, 8479 DEVONSHIRE PLACE °t.., ROBERT WRIGHT, R. # LS 4965 RECORDED JULY 27, 1989 IN OFFICIAL RECORDS BOOK 7051, PAGE 1817. MONTREAL, QUEBEC HOP IS5 -. PROFESSIONAL SURVEYOR AND MAPPER '� (SHOWN HEREON) CANADA STATE OF FLORIDA, ,. 15.NOTICE AS CONTAINED IN THE INSTRUMENT, RECORDED JANUARY 24, 19$9 IN OFFICIAL ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION ON OCTOBER 17, 1992. RECORDS BOOK 6923, PAGE 321. (NON PLOTTABLE) CERTIFIED T0: ADOPTED BY THE BOARQ OF DIRECTION, AMERICAN CONGRESS ON SURVEYING ANp MAPPING ON 16:UNRECORDED AGREEMENT DATED MARCH 15, 1988 BETWEEN JACK H. BRAY, D /B /A JACKSON NATIONAL LIFE INSURANCE COMPANY . f NOVEMBER II, 1992. RICHLAND PROPERTIES, AND MISSION HiLLS CONDOMINIUM ASSOCIATION, INC., A FLORIDA NON- PROFIT CORPORATION, THE SAME BEING REFERRED TO IN EXHIBIT B TO HILL, WARP AND HENDERSON, P.A. SCHARLIN, LANZETTA, COHEN, COB@ AND EBIN i AMERICAN LAND TITLE ASSOCIATION, ID28 L ST., N.W., SUITE 705, WASHINGTON, D.C. SPECIAL WARRANTY DEED RE- CORDED IN OFFICIAL RECORDS BOOK 8166, PAGE 485, WHICH CORAL TOV, LTD., , � 20036. AGREEMENT PROVIDES FOR THE OWNER OF LOTS I AND 2, SOUTH OAKS FASHION SQUARE, CHICAGO TITLE INSURANCE COMPANY, m' ACCORgING TO PLAT RECORDED IN PLAT BOOK 101, PAGES 57 AND 58 (THE PPM FINANCE I AMERICAN CONGRESS ON SURVEYING AND MAPPING, 5410 GROSVENOR LANE. BETHESDA, MD PROPERTY ): (I) TO CONSTRUCT AT ITS OWN EXPENSE AN EIGHT -FOOT MASONRYWALL 20814 CONTINUOUSLY ALONG THE WEST SIDE' OF THE WESTERN EASEMENT SEPARATING THE SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PROPERTY FROM THE CONDOMINIUM DEVELOPMENT (THE "DEVELOPMENT ") FOR WHICH � MISSION HILLS CONDOMINIUM ASSOCIATION, INC. IS THE HOMEOWNER'S ASSOCIATION; ROBERT C, WRIGHT JR. (11) TO MAINTAIN AS OPEN SPACE THE LAND FORMERLY REQUIRED TO BE DEDICATED FOR PROFESSIONAL SURVEYOR AND MAPPER . LANDMARK DRIVE ALONG THE' WESTERN BOUNDARY OF THE PROPERTY, IF LANDMARK DRIVE LICENSE NUMBER LS 4965 . STATE OF FLORIDA LAST DATE OF FIELD WORK: 5 -4 -96 DATE CEIII TO: SHEET DESCRIPTION: I DWO. FILE No. PROJECT No. 9 -` -96 JACKSON NATIONAL LIFE INSURANCE: COMPANY DRAWN MY . HILL„ WARD AND HENDERSON, P.A. ROH SCHARLIN, •LANZETTA, COHEN, COBB AND EBIN CORAL TOV, LTD., CHICAGO TITLE INSURANCE COMPANY, CHECKED BY PPM FINANCE FLORIDA DES GN CONSUL ENGINEERS, ENVIRONMENTALISTS, URVEYORS do PLANNERS 172633 McCORMICK DR. SUITE 102 • CLEARWATER, FLORIDA 34619 ■ 14483 62nd STREET NORTH 0 CLEARWATER, FLORIDA 34620 CERTIFICATE OF A01-1 )RII TION: j L2 6707 TANTS, INC. PHONE: (813)724 -8422 FAX : (813)724 -8606 PHONE. (813)539 -0051 FAX : (813)539 -0143 ALTA /ASCM LAND TITLE SURVEY I THIS SURVEY NOT VAL 1 G YY t THOI;T THE 9111110011=111 w I GNATURt= ANO' TH1E ORIGINAL RAISED SEA No. , I I (----- 249 LICENSED SURVEYOR ANA MAP!'ER. 013ERT C. r. L5 49 !11111i-1t3 I SHEET No. . 1OFZ ASPH ASri, ; i ASPH E/P E/P E/P 40 ACRE LINE (r) - _ _ _ - - _ _ - _ - - - ,Ilk - _ _ - R ASPH ROAD (WIDTH VARIES) - _ - ...W Y ^ z NE COR OF THE y NORTH BOUND LANES NW i/4 OF THE NW 1/4 1 2' CONC CURB OF SEC 9- 29S- 16E(P) I€Y! GRASS MEDIAN I�1 _ ASPH 2' CONC CURB GRASS MEDIAN 0 25 50 100 1 ASPH 2' CONC CURB w I' N SEE DETAIL. "A" 1-STY NIAS McMULLEN BOOTH ROAD (P, F) z' CONC CURB '„ �o, ASPH ROAD (WIDTH VARIES) BLDG 1610 COUNTY ROAD 611 593 (P) \�' ASPH ROAD (WIDTH VARIES) ( SOUTH BOUND LANES 710 SO FT MOL SOUTH BOUND LANES y, r j "CHECKERS" WATERMAIN MRR 'ER E/r= 4t.5'E E/r k 708 E /P.4i.i'E R/W PER ORB E/P-46,7'E E/P tc rOB E /r.46.7'E E /r =46,1'E E/P k T E /P= 42,9'E N99'52'59 "W(D3) „ I � � CONC S W 9Gii PG 204(P) FIR 5/8" VALVE IN CONC RAILROAD CROSSING GATE POC D7 14'x22 "FRCP SS GI 14 "x22 "ERCr S 2.00(03) " . , "ER , .(, ).. /, ... DMH �/ ( { MES 14 x22 "ERCr N FDC LB 6707 6 "rvc (N) ( POB(D6) �_ BUS STOP §WALE () t4'x22'ERCP(N) 15'RCP(E} WALE () 4WALE FCM 4X4 CONC WALL ( ) (Sr� VAULT FIR 5�8" RA CAMPBELL �� G "PVC SW FCM 4 "X4" s /wti3a � ............................ . ............... cc PRM 2927 (0.7' WIDE') RLS 19:32 CONQ PRM 2x27 w�, i.i'N TOB N TOO TOB 0.03'S, 0.37'W k G'GLF • A.t.ie G Ar 0.4'6 ',++ CROSS WALK i' CONC 5/W SO0.O7 02 W P F 06 Q S /W =3.2'E i' C C S/W w/r =1.3'E tv P =t.3'E D 739.26 P F ©6 1vv 5 W =2.3'E i' CONC S 5 /w ;4,'I'E 9 U /P.i,dE ,Cj1 S /W =1 4'E <D•i i -OHW WV _ S"�Ftw`, . q-OHw -�}. _ C C1 i OH W �+•�_ _ 4, ' � r' W /T -4.7'W .� 7 -4.1'W Ci �, 252.00'(P) w /r -1.4'e w /r'E - NO •07'02 "E(0G) 03'E y 739.3$'(06} w /r =is'E 40.00'(03) G F o _ _ ---� - _ �, 24 "RCP (ENE) �! 500' TO °W D3) i 249.60'(03) I LL `� l D CI ( ) Y f- .--- M A k' PL STI(} Si N , _ M 231 9 i * it "RCr (N) 14 M 14 A YI IC 229 V i i C7 N 6CITY OF ST, PETERSBURG WATER 112 °x22 "ERCr(N) META tc TOO TYr ! I 1O Ti 15 ( 6� 1 I i I G PVC (S) E AL�rRt L C S W v; I ) 1 I S 24'RCP E I PEA IC t I M 19 II f I ! I i I () 9" CONC CURB TYP*) ~ ` �� J LINE ESMT PER Di 1465 PG 175 P 24'RCr(SW I GI I i r C(N) 18 "RCP(W) sl 24" RCP(N) s "RVC(E) p 559.52'51 "E(D3) - --� j CROSS ESMT(D3) M (0 Cat �� DMH I GI B7 CONC RAMP(TYR) ,�j 42.00'(D3) L - ----" -"�- - --- --- --- -- w /T.4.1'N 36"RCP (N) $ "PVC s) 7 w • 5 "PVC(W) I ti "RCr NNE) r SMH NOD GI 295.60`(03) ASPH C/5 ab C/ �.3 .\ 36°RCP (5W) u o CONTROL ., v I E/P 19 "RCP�S) f7 Q $'PVC N 36 "RCr S) to y.c'. STRUCTURE c7 - I ih 3G "RCr �W) to J GI i . I 24 -RCP (NE) POND ` 0 6 I 2 8 "PVC �5� s �� - - 36 "RCr (NNE) C L6 I I DRAINAGE do Z� r w_ CONC / / I N "4,x "TYr ON C/S x..., < k �/ /ice 41.4" /�/ �() \ CONC WA / ! rr r ! UTILITY ESMT(P) ZW SMH _ coNc -__ C/C 3 �_ / 4 0.7 WIDE w t7i I PVC(S) I ASPH r �• i rt % SMH2} " k G'CLF I I I 5 "rvc {w) ` - + , c/5 I r. / I 468.6 54.9' / / _. - 5 \ r $ "PVC (N) / • n 0. Cry �+ oO I _ 11- ( �' 10 / 1 -STY MAS f $ „rvc sw} To3 -3,4's csi " j F777- I /BLDG 1Fi00 / ' MAS WALL" - \ ; '✓ (TYr) CONC RETAINING WALL >'I' x•330 SO � THRU p o � 4.2'N 0.7' WIDE (TYr) .- I -..._ 1 GRAS r - FT MOIL u TELLERS " •`a 18 - /r / �� ar �' _ "RANK OF t r� S00'49'19 "W(P) v I r » GI a ROOF OVER- f cS1 1n (y si910 41 "E(r) x (� AMERICA -- - - �r.'� "- HANG TYr ✓ s �T 3s.00'(P) 110.00'(P) a o I 2 I --... 469.Sr / 3VRCr".t�sE)11 15 "RCr SW ,.,1.. - 1 „ Q. • - - - f - 0 54.0' ) * r'' k C.O. r G' CLF N99'10'41 -W(P) ,i , I 6' PVC FENCE 36 RCP FEW) i y>h / v (4) O 66,0 A/c UNIT 35.00'(r) I V) © Ls c/5 E] 17 © c s ASPH 1 w..�._ N ,.. 45� , .'(2) • ,.J Li I v (V i i 9i.G'r ,!" •!' j' cn I A/C UNITS IN FENCE } /.oF r ✓ % rf z PQB(D7) LEASE AREA PER ( ` 4 0 t I 0 C;, I LEASE AREA PER 500 49'iS "W r I GRASS ASEMENTS/RIGHTS -OF -WAY I L r ^' ` ' : , /f ;! EEOy A V ' Q x i N EASEMENTS /RIGHTS -OF -WAY O ITEMS 37, 35, 39 AND 41 MAS WALL(TYP) "1 +f ITEMS 23, 24, 25 52.00'(P) BLDG FLAT ROOF HEIGHT FROM /� O� �c l o Q o Ls / .�.•' ' CONC I ADJACENT GROUND - 17.5' 1._...._ !� 60.00' r r AND 2G . , 0 � i S00.49'19'W(r) 1 -STY MAS 'BLDG #1620 GI M ^� ASPH - BEM r! ✓ SMH -� 36 "RCP (N) tiESy i "PVC NNE) a �3 I x w /P -1.4'N , / 6.105 50 FT MOL ( \ $•,rVC SSW) / ✓ r.� ,, 1F I vri I 66.2 25.3'' »TIRES rLUS., / r' (S� -- 36 "RCr 5E -• 5t J ,, ( p� W O u 72.3' ./ r 27* ` �SMW , E/P E/P nM G!'rVC N 1i "RCr (SW; < 21 4 /rr, ( / �.� r 7' CONC S/W v� / ,' / /' % / /" 8 "rVC N)) ) --. Q I W/T -2.5'5 # i`. t, . N ar G �� $„PVC �E) • 3O�RCr�E(() _ - �_..�i1 \ ' �/' CONC FLUME r �.•• � rc+ I- 2 'a':'•` CONC RAMP(TYP) G n O� / GI 24 "RCr (5W) ' \ I ) Y C 30 "RCP S) 1 n . , ow/ �' i✓' • %� I i (.� i 28.7' 24 "RCr WSW) NUMBER'AF `' -- _-___. _ . • -.... REGULAR SIZE. r II GI PARKING p FLUME n CI - -. DRAINAGE k II p ( ) I 15 RCP (E) - !" °. - SMCES(TYr I I I / i. UTILITY ESMT(D7) G "PVC N r j ) I I // "A• ., 1 13 "RCP(E) Q IIw 8 15 "RCr (S} WI) $'-PVC N t4 14� �.. i 1 PLANTER (TYP} ✓� G S ONCC 3 l`3. V) 1 : "RCP(w) ��_.._. 6 „PVC (s�....� 6 "PVC 3 EBB _ - 14 M._� ` I r(3) / / a I 9 z nm ,_„_� --- °.• _ �. I•,. + ;t '�1��'- % / 4' METAL POST WITH %/• / GI� � i } � _ SATELLITE DISHES W ICI _ 4 BLDG FLAT ROOF' EIGHT FROM -- R FU L OF � t .v � .. �...___,......- _.�.... ...,._ I t _,�,. .__i._.�.- •� /r,r � MUDltWATER I \ r Z I r- ' ,.. -.� _.._ .. - __ - -- ADJACENT GROUND -�' -17.0 ---- 6 "PV (5) 5 AN GI < <.. 'I' RAMP ( ;' CAC f w n_, t 4 (� 15 "RCr ( > 22 fiRA T 1 1A5 "RCr (ENE) `,.• /1 TYr) N/ / C _.__•_.� -- _._._...._..- _ -_ -� G "rvc (wNw) 6 "rvc sw) r i cl w DMH I ��N_, _ - ) %:. 1 V I r Lr, I 1 t! i O ✓ r I IuIPI A, -r�r, / GI _ _G _�-•. -� . I _ i G °PVC �NW f �•ti --� 'S.. - ," -- -" :' PROPANE TANKS(3) -_. 24 RCP (ENE 1 "RCP (N) .... \ 1 � CONC WALL(0.7' WIgE} ( } W ~ r r / (/i - _._.......- 15 RCP - ""`" VCr{i'} ASPH 10 10' DRAINAGE k UTILITY ESMT(P) 24 "RCP (NNE) 6 PVC (W) GI 14 - „ I i .....,..�.,.. -. _.- •,_._.._. .,.............. __....._..,_„ .._._. -... .,._.... � -, ._. --_•- 15 "RCP N) __._. -..� REGUL R IZE ................�::�. i r.! f r • J' GRE!,SE TRAPS � 14 14 ( PARKING SP CE� r d n 23 - - 4 : _. _ _ _- - - J 1591 __ _ Y 1 I ! ._ RAMP (rvr)� c+xa `� IN CONC %. O �- p -n^- I 24-RCP (SSE) _ - 22' R/W TER ORB I v~i -.__ _ _ _ . _ - + - -- -- - 15'RC I ��� G i - r 7c U �) 14 I 1f - 1 1, - r 5020, PG 2125(P) u - ---- r - GI ` 5 CONC / o..._. _. 20 15 "RCP (SSE) 1 „4 _. ASPH _ __1 14 r _ Y .- ..__r__ N 1 rJ� 1 F ...)i1 cJ I 1 \Lt�l� // S W' `' DCVA Y 15 °RCP "(NNW)..t - I_ 9 CONC CURE (TYP) :.`NUMBER OF z +_ REGULAR SIZE PARKING AT 1 :.-- -- 11 1, 3 �\�4'tt� Q' �EFO i 11 ". i 500'49'19 "E(P) l - �._._..._;.._ „._. _ PARKING .. _ - � - - ^� r .r FIR IS 1 /2 i z (.... .... S S00 4919 W(C,F I . �.........._...._•....__.. _ _._ _ ,. V .- .... i 14 14 14 z -- - -- 15 -.. i �� / (TYP) / `� t 5.00'(P.F) 2.3'N �...._.,...._ - - ___..__ - _ _ 1 CONC FLUME U t w u � ,,,,... »...I..:..- .. _._..,.,_...,.I._�_..�...,.. . =- -_._ GRASS ISLAND(TYP) I .`" ..'.. �{ CONC WALL_ ZO W FIR 1 2 . »,....i._..w _ -. _.1.._ / / F'S;• /' r" / C/S (0.7' WIDE) 9'GLF 10 7 ASPH Sao 9 w /T.10.6 s METAL k PLASTIC SIGN / I _.........��.. _ _-. .........._ ..� y � 15 "RCP ti S' ��;�/ ASPH '\ FIR 1 2" I c..! 1. _ -� t 5 _- _ G"rvc (s \ �o / ' LB 2610 I 7_..f.,...., f ` � _• �•� t / r, l.V 1 1 ;% /• SMH Z 1 J + P (� I �Vt l � � ( 1E I � t z ? � Iw r B.!'S I % �� ✓ / - r .- f '_ , - t _" _ ` IIII ll w � N r l�c r tiQ1 ; i / ✓ r r / ,, O°' o' / ❑i -PVC (NNW) �E \ / n / W / - 7.2'N OAKS NCH 9 "rVC (NNE) CR CONC MEDIAN Cvv 1 H DRAIN GRASS 6 All PLANTER (TYP) ISLAND GI "�I� 12 rVC (N CASutAN SQUARE (TYP) 4I c12 8 1 0 1 6 %7J 51 -58 42 It 42 cis 7x NO END OF 62.4 PIPE FOUND/ SUBJ ECT A RE A= 823,501 S Q FT OR CI r RAMP (TYr) 18.905 ACRES, MORE OR LESS ; HYDRAULI a) 9 "RCP (E DETAIL " A NOT TO SCALE I i RCR (W� - ,_ - /_ .. o w LIFT n rr / / ✓ �� � -- ! / , > , o `' � /ryec`oNC� / / r'.) � N• 2 . :' ^ ` DCVA1 -STY MAS BLDG 0- d ROOF OVERHANG (TYr) S 1500 -1620 4y N C # GREASE TRAPS % .2.f'/ / 1 0 q 0) z.i' _ L� I ° 'ti 164,995 SID FT MOL vi BLDG FLAT ROOF HEIGHT FROM " MULTIPLE BUSINESSES " / _ w z m ADJACENT GROUND 21.3 / /%' � .No ��' I ,L ~/ 4`1 ' i.� r -0 z O D7 0_ 17' R/W PER �,T ry .. ». - - ✓ ��' �� C3 / /' j f/ 1 -STY MAS 0 P8 101, PG 57(P) '' y CROSS WALK ,r !: r !` !(2)✓ /f ; - `r�� ,1 ,l ✓ . ! GOMer 40, C� //•' / 4 I r /� / / rr c�o� V .��' do i. BLDG X1610 a 7b,4/ )/� Y .' ! °rc / TOB (ri*) t�' �✓ { , �f' f r FPC BOX tr•,L -ry I rim 1! , fr43''� r z FPCCOX ay )f � r �' ON �/S r�! • p' x i / '� o ASPH ^, l r/ t / 'O ON C/S ci 6.7 ?) (z)� i•� /✓ CONC rl /S' / r'/ d 1GW /F /f . Jr f 0 CONC k / OVA j I13.S' - 3 2' MAS WALL(TYP) r h L ek O v ✓ '' DVCA i )I STAIRWELL (• r FLUME SMH ` / ! i / +� W I jj 6 r-I HYDRAULIC ' , 07 D .oa, �,,� �� ,� BLDG FLAT ROOF N > ....., •._ ` �CONC +-J '� .� � / SMH / 8 "PVC (N) ^�/A�a / ,r` r ynj O ` p o a ° / 7 F4'UMI9� FrC ON C ® �/ �` r CONC S 5 "PVC (S) %�,' C, / ;� LIFT ;!1 r r7 p J.� A `t DRAINAGE do HEIGHT FROM ADJACENT r- w_. ! / rl y r / ; 3:(3) =wV'' ' i I N 1 w i "rVC �E) (2! / i "rVC (W) r! /' .` rQ rN ✓ / •SMH y�"� � ��� ryh� TI LI TY ESMT(P) W _ vw •+m aw.• wrc� "rxvn uxsm w u en rr A Q ( . •.. __ ! 5TH / ! rrG F w•i n" CTS) 6 GROUND 12 0' t - - - - - -- ifr% SMH ti SAC IT F c+ `o, 9 "rVC (5) N ) ( ✓ A S ED CONC ;�' % �A `/r $'rVC (N) �, yy POND O I _ O� I 12 ✓ \ T / �', is PVC (W) / /� FLUME r' .• o� / , ( ) I T" clON z c� r / i "PVC (E) a RETENTION POND D4 C r 6 "PVC NE) - i. F uM U' ""' W f / ' / i "PvC (SE) CONC / Vi I? ? - - -- /'/ lN. COVERED O6 "PVC �NW) 12 RE SE TRAPS % b pCVA C/S ST RAG T K / ° /(/2 i 9 "PVC N W b f 6 "PVC (S) CONC S/w / CONC ,rva oN oN (2) GoroC. f r C, �7 ` GI �, c C ) ¢�° `4 i E 7 FREEZER UNIT j ASPH % C/S FPC ROX W • -24 RCP (N) S Oti p S99.16'36 "E(P,D4) ( ) 1645 `f IRRIGATION �� 37.77'(P,D4) 4 y � I� / MAS, WALL (TYP) / � ��� N � 5 ' (3) UN C 24"RGr S c � F O t V) �// / ♦ PARKING PAINT STRIPE TYP 7' HIGH GI MAS WALL /S i O 0 r a 4 -ortw I f L� i 0 END OF f ti C w W/P =0.3'5 I r `��O 0,7' NNE 15 "RCP (NNW) CONC 7 C � '' GRASS ISLAND (TYP) 5, i" CO wv nm 24 "RCP (S) FLUME n i M IrE FOUND C/S C SOP S PUMP/ S01'26'58 "E(D5) C / r ON C5 �- �^- ^- -- 13.27 (D5) S14 35'03 "W(D5) ! u.wuvr r. • GP % " n 0 1 , -OHW W /9.0.3 -N I / f Gv O��G C S I N'4MB�R dF EGdLA SI E� CURE S S00'0'7'04 "W(P,D3) �� 346,04'(P,D3) POB(D5) / 611 L2 . I _ G O I Cy �{ , � C/S %� � C-3, t rYt) i0 ; -- � 2 .39 25.ii' b5 ,. gG R � FCM 4X4 0 / ,r r` cD 1 AKIN Sill AC 5(TYP) 610 u 51I' 500'0704 "W b4,D5 31i,5i' DS) 403.61'' {q4) (P) • • TOP BROKEN » PocND 1<DC jai 4p5) ... ... R . , . / i , C N / �' r. MAS WALL(TYP) �_ 3 r� 15 "1r(D v n t N " / ,M / ,% i ,N , 7' HIGH 1 i ( C/S s10 41 ASPH DRIVE III N00 07 04 E(P,F� ASPH DRIVE %I• • i , - NOi 26 rJ8 W(P,F) � '' I 0 LB 6707 I 64•x' �` .50.4 ac.r % 0.7' WIDE I 1 f I j FIR 1' 2" N/ I ,� �' , ' C qk, ©S� ► ' G6 - - '` ___- _ __- _ 346. o'(� 425.00 (P,C� 420.00 (F� ! ,o, it'(P) FIR 1 /2 �( N FNicD NO a _ �4• ! 1 ! j I S.OD' MTNE5 (N)' r� %j V ' �, -f LB 261(7 "256.50 P +F CONTROL STRUCTURE i ;_ I i 9506'4155" (r) 219. 6 '(P �l i i �' O.0 15 • ct E /r= i�.2'w N00'0704 E P,D3 MAS WALL 0.7' WIDE 366.04' {p3) E /r =15.rw n O.ti'N, O.29'w b I ;f 157,93 43 1 � �' O O o a „ ( ) t 214.94 \--- -Ic C+J�.�� . • nW(p , () .^"" ��� ` ASPH � Ni�'52 56'w P 500'07'04 "W(D5) N14' 0,3 2i, a r 19.27(03) Vj 502 3013 W(P,D3) N �,) S00'07'04 'W(D3)- 21!.21 (D3) „ 1 ��• 35' "�� N75' 56" W(D5) ! cV 468.00 04 S00'07'04'WO4,C) 48 - DRIVE 30.00'(P 1 I d a • • , . • �� _ . ; . R N10 FIR 1/2 N /('i L.VU1 ) 105.42'(05) o 40.71 �0� %5) 3Q.00'(DS} POND AREA NAVILY 4 �I a r -s.3w •ASPH DRIVE N00.07'04 "E(PIF) S0007'04 "W(Di) 10 "PVC (E 418.00 (P,C,D5) 413.00 (F ASPH DRIVE a /PFi,•4w �- FNkD FDC LB 6707 5.00' WITNESS J JV 1 H OnKS - INGRESS- EGRESS ESMT(P) ) OVERGROWN z ,� o o I n 24�53'(D3) y ; 15'RCP (S� N00'41- 59 -W(P) 239.54'(x) E /r_tc�3'w � ���� . / w .. o DRAINAGE NO H ESS i WITNESS PT 5.00 SOUTH A t+t IM�1 (/11 1 A p CROSS ESMT(D3) CONC W IRRIGATION PUMP �l .. `�u> �` 204,i0'(C) 204.i5'(P) 1i8.02'(C) WITNESS NORTH PnJI!'i1VIY J�V/"1RrG o o PIPE (D5) "' I `r' "� AREA OVFRGROWNY ui N I .1 w I NOD 223.38'(03) GI OWNER: BAYRIDGE A .1 ��� >, BAYRIDGE APARTMENTS u uj • • i n W M NOi'31'59 "W(P,03} 113.11 D3) 15 "RCP (N) SAYRIDGE APARTMENTS INVESTMENT PARTNERS, LLC P3 1 a 1 RGS 5/-58 MULTIPLE MAS k WOOD BLDGS N1I M EDGE OF WATER 4» i z NO ACCESS ASPH I INGRESS- EGRESS ESMT(P) $ "PVC (E) FIR 1/2" N/C MULTIPLE MAS k WOOD BLDGS ORB 15661, PG 1144 #3021 » I w! (SEE LIMITATIONS 14) 1 0 �° \Q INGRESS- EGRESS ESMT(P) DRIVE CROSS ESMT(D3) 1i „RCP (SSW) 5,00' WITNESS(S) #3021 N to I oz CROSS ESMT(03) ( ) MAS WALL 0.T WIDE I r ( 0 •o I I ` MAS WALL 0.T WIDE c N MAS SIGN 1,5' WIDE ewvrss•x.w .am.�.wxraw!rn ••w•m�rrwr . •.wrerw• ••+"+r!�c+s .rr,rn++e+r rvrrarwra 4rww.a�rcw ••wr•r•nwr �.^• •wninrr wuu".xtr•taywn .rrr�:miv.K�r •;NV:v:nrranr .w:,iwrW:,:n.r•:r .a:r��ada-.,,,r:.r eFaxcacn:xa;:c+ .ux.. rs.mcs>.+ erwrx,::..v��:w aw ax rz..sar r;,c;�uv:;.�-a,•;n : aaanz�w,wr. ;zwn3;u;rx�,rr ...s:�i,�.vaenu 4.m"++.r.a +rxxx.rn,x�.ra s.,cz�w.ww e�:att -rw.w. aw-.vrw,,;:cwrssaw-kw:• ra":ww+-n.�.� .cv;:xrvm. .�raen.xnrttm,raywnw�u•. wssr,•+sr"acawe+ awax.,,r:.�r.,ar nw�.++rawnxaac..xruaireti. wnnws.wrrrtw r�.r.►,:�su.a �= tiwrmvsa7n rrcrn �•,xu.9s uarrwtv[�xu .w�.,cvw:w , �. «rx.:rw�.a,ar �ns,rea;rwu.w �< +a�mww�� .,,nw,xrr.x.caxr �i+rr .wrrc++w +�,..n�� ra,•ww^ �..^wt r•r•wr ••rrr"xrwr •nnr"•.•.r• w++"+rswxr* U) L e Z I ? MATCH LINE - SEE SHEET +J LAST DATE OF FIELD WORK REVISION 3: 11 -14 -2007 C LAST DATE OF FIELD WORK REVISION 1: 6 -159 -2007 N THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER i JOB NUMBER, ERN, SHEET INDEX, � SHEET. DESCRIPTION, SURVEY MAP AND REPORT OR'TFIE COPIES THEREOF ARE NOT SUBJECT, 2007 -0041 267 VALID WITHOUT THE SIGNATURE AND 'THE ORIGINAL RAISED �c DRAWN 1. SURVEYOR'S REPORT PROJECT DATA BASE, SEAL OF A FLORIDA LICENSED SURVEYOR.AND MAPPER. .2 LCS /R0H FLORIDA DESIGN CONSUL TANTS, INC. A L 1 A / A V S M LAND - 2• MAP OF SURVEY FIELD BOOK NUMBER R PAGES, 0 CHECKED ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS BAYSiDE f3RIDC�E PLAZA TITLE SURVEY AND 3 ,1 15 -07 UPDATE SUF;VEY LCS DWMD 3. MAP OF SURVEY AND LEGENDS 2659 / 46-•56 -: � SHEET 2 o n 3030 Stlrkey Blvd. New Psrl Riche FL. 34655 2 10 -30 -07 REVISE SIGN' ON EAST PROPERTY LINE (NO FIELD WORK REFORMED) LCS DWMD LAST DATE OF ORIGINAL FIELD WORK, 2 Tel: (727) 848 -7558 - Fexr (727 848 -3649 j QUALITY CONTROL BOUNDARY SURVEY t 6 -13 -07 UPDATE survEY ADDITIONS OR DELETIONS TO SURVEY MAPS 5-4 -1996 DAVID, WILLIAM MCDAND � Certificate of Authorization: LB 6707 Lc5 DWMD PROFESSIONAL SURVEYOR 'aND MAPPER OVALITY OR REPORTS BY OTHER THAN THE SIGNING SCALE' " LICENSE °,NUMBER LS 5840 0 N r N0. DATE REVISIONS by CONTROL 1 - 5D STATE .OF, FLORID/.., State of Florida PARTY OR PARTIES IS PROHIBITED. �� p Section 9, Township 29 South, Range 16 East, City of Clearwater, County of Pinallas, State of Florida CURVE TABLE CURVE RAOIUS LENGTH I CHORD TEARING DELTA Cl (P) 5829,51 19225 192.24 F 500.0 39 E 99.30 01'53 22 C2 (P) 2050.00 372.33 371.92 F S62'19 31 W F 10'24 23 C3 r D4 2050,00 263.16 262,91 56047 59 W 0721 VY C4 (P) 225.00 iS.Si 95.99 512'06'20 "E 22 4i 41 Cyr 225,00 •290 92.14 Stt•4149E 23'3749 C6 (P) 195.00 $0.42 79,95 N11.41 49 w 2357 44 C7 P 255.00 101.53 100.36 N12'0 G 20 W 22'49 45 C9 D2 2 i2S.59 75,29 75.25 S01'24 Oi E 00'44 24 C9 03 225.00 96.75 96.01 S12'12 04 E 24-,3117 610 D3 225,00 496.75 96,01 S12'12 04 E 2433 17 611 D3 10,00 9-17. 9,94 526.26 50 E 53-67'48' 612 D3 5.00 5.19 4.96 $82-44',31-E 59'27 34 613 D3 20.00 23.53 22,20 N33'49 22 E 67'24 40 614 D3 10.00 15,71 14.14 S45'07 02 W 90'00 00 675 D3 50.00 59.13 55.49 S33'4S 22 W 6724 40 C16 D3 35,00 36,32 34.71 Ni2-44,-31"`W 59'2 - C17 D3 1S5.00 $3.95 93.21 N12'1205 W 2473917 613 p3 255.00 105.65 10E.i1 N12'1204 W 24'3317 C79 D6 5929.55 116,99' 1ICo.9V §00'2727 E 01'09 59' C20 DG 2050.00 109.17 109.15 S66'00 10 W 03703 04 C21 DG 2060,00 1 3,6 103.62 NGG'0514 E 02'52'56 622 DG 5$39,51 11443 114,93 N00'26 4G W 01'07 36 LINE TABLE LINE I DIRECTION DI TANCE L1 DG 525'17 00 W 104.50 L2(06) N00'07 04 E 12.50 L3 D6 N25'17'00"E 99.30 L4 DG §89'10 41 E 10,00 15 D7 500'49 19 W 10.00 LG D7 500'4919'W S.OD L7 07 N00'4f 1S E 10,00 Li D7 S31 '10 41 E 15.00 LS D7 S00'4919'W 1 5.00 PARKING SPACE COUNT TOTAL NUMBEt OF REGULAR SIZE PARKING SPACES '= 938 (9'x19' UNLESS OTHERWISE NOTED) TOTAL NUMBER OF HANDICAP PARKING SPACES = 22 w C,Lr,: ;w;�_,, ,4wtL:i.iUw)r�.,'...:+,: L: I , E - _ - _ 40 ACRE LINE (P) i - - - - - - - -a.. \,.,_ -- rL McMULLEN BOOTH ROAD -.. .. .. 7 ...... .. . 1 _ SECTION 9 TOWNSHIP 293 RANGE PINELLAS COUNTY, FLORIDA , 16E I I, ...,., ... ,..� .. ., , , GRASS MEDIAN z CQNC CURE , W� SEC 9 TWP2BS RNG 16E P ASPH ,(:I 1, I C) I { 2' CONC CURE • ASS MEDIAN c" •:Y , . . . ...... . ... . . ... E� .... ., -,............. • .,....... .. -..... ...... I {.i2' CO CURE.,.. VIC1N1 1 1 M (NOT TO SCALE) GRASS �,. . EwsT1NG ADDITIONAL R/w McMULLEN BOOTH ROAD P. �c F �I 41' ASPH ROAD OR rirr PG 204 -205 r ( ) 'S ,, SOUTH BOUND LANES (3) O COUNTY ROAD 611 k 593 (P) r ! ' a E/P =46.5E E/P x S 41' ASPH ROAD 4L " ME �j t�. 709 14 "x22 "ERCP(S) E/P h TOB 50UTH BOUND LANES (3) ti ..... ............ , 1 ;` � POC(D7) >' � i' N 2.00'/03 MN 14 "x22•ERCr(N) \ ) S 1,4 , " i 14 "x22 "ERCP N i "P l) RR CROSSING CI POB DG , ^, % SCALE , - , ii'RCP(E) SWALE 14 x22 "ERCP(S} {) 5WALE _ ._ ,. ._ ...... .- i "PVC sw) • , ;L' r ,N ;' ( ") " _ . .. .. .. .... .. .. .. t :.._.,---::_'.: ° --•--- .::__; -.,. -...' r''- - -- M. ; C �' GATE 24 "RCr (ENE) 1 'i J,'. 3r „.:, C 4X4 "." ' "% 3. :.•, ....- . - . ................ ° ..._. _ i 1 .:- ' -- °.- -... CONC RETAINING 6 "Dlr r OTRUDW {..;' 0 ?''': . y , ^;,,: I F M , r...,. , _._._w ::GONG .. R G`- , „ 6 "PVC (NNW) � °''.; � :' yy r C. ...... -. WALL 0.T WIDE(TYP) FROM GROUND i • , ..., ; " 1'RM ;2627 , i I1 += ° h 1 'a I='C"' ToB TDB l TOB - -, r + ,. I _ ,.,t .. -. ., .-.. .., .,. _ .... . ..................„-,.._,. ! I !; wup -1.0E d , i' CONC S/W i ' r` CONC S - ._ , c I •,; 1 • . P,F,D I wur -1.3'E , ( CONC S/WI GA -1.1 f,j , .. <-r �pd�Q� Q .. W(.. 3 6' P F n . _ 019 RI S 1982 >,, „ - . L 1.111, 7 -,2.. Q i ",�', I , .. � ., I„ I) r, t+ - -- .. .. «.- .a.+rrr+rrrr- - r wr�y� k,,�,�, r'w• -' iJ.ir -- -- .�": ..�:iwraL."4.� • � :I• :tl i1 �,l,f..t'.": ais - -r,F :t..Wt- a>.. _ .,..,.,.. S " f' ",. ,^ `er' + ,1:, , i ? """�1� 1.+L ...+w+- ---}.. + - ,. .. iQ - t. "....� r .t .. - �.•� - i.. :: c 4 ,•' a ,. E P -14.1 N G -0,4�E 252.00 P " -," WUP -1,5'E 40.0 D3 v .... .� C8 . r ki 'r -�--� / ,, xl ( ) CLP w ::I :1 t:,s,.1+ u;7I1 .w 7 - - - - - - - - - - - . E f . __ -- -- - .:._ - - ff 0.3 E - , �.... ,• - -.-::- - ::::,- < ::. :.. ..: .:. .::::::. :::., -. -.., ,�'.., - \3` � 1,6'5 :;, y i E INLET 1 � -= , ._..,,..,.,.. r . r -.: f j _ , _ - � < - "-Y -n`: .- '.,�...� „ �CEC , Stw� "'e��.�,w+�.renn, 4:.,' i " " �. N0007 I t I :I: 739:3 G: " ? "�- - C1 * '+=.� - -,. �-;_Q r,,, a' �r �, ,:.' "„', 12 x22 ERCP N TQB (TYP) p2 E(D6) C I i ,8 (D "-1.., tj t _ II ci b1 ' t + +� I4 ,r„ i I :5..9::2 58 L(D3) , 1 0 '07'0 "W I.. 24 3 Lr C/ N ( ) j 4 X4: r','y': I ��wv c A T �, 24 RCr E METAL k 6'r.% lld TEf E S�jME T D� I I j ' x ( 1r`RCP (N) .. "SAL k PLA 1510 RN 2 27 U i ` ( i` �/\ `•, kD. CITY OF ST. PETERSBURG, FLORIDA %{ ' ,a', r ,'r_, //''�� �� �l/ SCALE 24•RCP(S PLASTIC �." I f I I I ( ! ( i lILC� )iI ItXl 6 "PVC 5 2 { IrO.D3S 1. I ,� 1 ..,,a.�, s /` ASE ENT DO 1465 PG 175 D2 1 H ff �,. ,.�' 41.()p D3 () i I I i,. WATER UNE' E Y () } s g „: ISIGN ' GI ( `'° 0.37 W d Ny' •t t a" (� 1s"RCP( 24' RCP N GI B" CONC CURB (n?) \"� N r ". .y t fir' N�{J 2 IJQ ��iies CROSS EASEMENT (D3) r•� ✓ DMH 1. 1�,k 1 I „� �,,;•' CONTROL STRUGNRE �''` li''1; 1B" RCP�SI 'J;II 1B "RCr NNE) EGUTAR SIZE PARKING" _ - - - - ` - -. - - - "�+ a, *j k A 24 "RCr (NE) 1i "RCr�S) SPACLS 9'x19' (TYr) `�„ .- _ _ _.. - - r - _ - .. - �� �,. " 1. CP ) I 00 t T n 4 '" N 07 O 9.6 N RCP ao / N R N 's, 7P h ' ; O J POND I v Y. „nn. ..e -I -._< < .... ..:.. ...... ........ .. :a „ °--° �, < VC N •RCr S r 3 "�b' I 02 E D3 29 0'(03) ASP co 3i' sw) SS I I r' I O SMH I 1p, :.I ,. .,......,: �3r "RCP lW� �. /� ��I� C1 1. v! '1"I ,, " • I� �' ) 0 ; B• CONC CURB (TYP) SMH N H I i•PVC S .• - \ 14 r,' , ; ; ": (IN FEET) ( b B"PVC�E; II /� ' ., + i. SMH 1" { DRAIt�YAGE do UTILITY a I ... __ ._ .. -. J i:.,.,. :�,.I..,.,,� I I I cLr' 41.4 >:�' :: i•rVC N) li ;'a t. r - r 4 M i "PVC S qv CONC S W 1 :f i' I ( \ 1 inch .- b0 ft. r ( I s H i a I - -_ ( -) _ \:. iT VC �sK, ' I I ;r EASEMENT (P) i "P s s'PVC�w; i •.. MLP c s. �':..... - ` <' �'I 4 ' WUr lln m 1. ek r +, ?,lr'tN ,�4, ,�+',z-,- ""1ri1 ' I 'pD i „�"": i.P - _ ..-- MLr EFPD ASPH - k 'y :r \ -a \r _ +_.� k',t 6 j it - . I 3i"RCP NNE , y`. " 4t rs:;kl I� , 9991accu ``' z -_:. CONC RETAINING u a 4 54.1' k „ ., i t x RCr ( c /s�� o I I' NING WA I 68,6 SSW;' ; 9 1"�ll ?"', H. -LYY! .A4 Y -�,:. J1.. Y+ L,,n- rl_- ,u., , ...: _ * {"r) - - - - -- + . -. t', , \ i \ " ttffii ', . I j +. A ` t `, 11.1 i ` ` -..� _, :i, "\ _ \. T I. 11 . r , , I rl� DO [21-00:(-P, I 1 -STY C/C •, 5 i i \ "\; \ s «."�• 11 " toll ) I rt MA5 BLDG DRIVE cv \ MAS WALL ` \ `\ .� r.tn1 f '` 's1 I r II O I 1 I 1600 THROUGH f v I,- f. t \ T1T \ �' <a `•'., 7 kit , W i 'I i• W F l I r' I GRASS ! a u TELLERS ,,,..- i...1. \ C ) \ �� � -1 1� . " t '� 2'N / 1 f I so ! MLP 'CONTAI IN FEE _ _.... _ I `\ O� � # 1"1\ k ,I '" 500'45'15 "W(P) +'' 3,3 ou r - - - - - -- i 1 );.. ... i RooF ovER \a \ J' 2 O I . MOL CONC . . ; _ _akmrT"r ' ,aTM,:r'� ; _..,( N 9'10'41 "W P ( � FLUM ! i GI \ HANG tvP f c�+ .` '.A y 1'' ) r jr",, / . () y i 469.5 54.0' I 36•RCPI(5SE) \ 4FPD\ 7 r- r, ! -a d.a 1 66 <�" it ' A C UNIT 35.00 (P) GLS N G' W/F ;� C S t ( " 11 13 "RCr S - \\ \ F ,\ \ Zo,� i `i !( >i, , *n 1 . [� - "1 11 9i,r I .< �/5 "7 MLF A/C UNITS MLr .•� . .., , I .I I 36•RCP. (N� .. _I t�' \ �1n '/ \ t,� ,ryj :1,rdt " " r .. S6�J'10'41 "E(P} 1 -STY , h ,t "',,,,,.,.... ....a..,,,: <.,<.. f % I... y �, i . "�M i r , > I r ! S00'49 15 "W P �,. I I ;: 4 ,:, �\ >r qI �, f t' P °.; I N ?� . ( t w 35.00 (P) s '15 "W(P) C I . ,. '��'• � �- \ rp `t 'o \'* 0 LE e ; : -- --4 �-x,R+st n M /1626 G - - ASPH 1 \ j.�r: .��► \c\ r CURVE TAB c" I L5 60.p0'(P� Y CONTAINING �.?- __..L) .,. �'r t �I <:� \\ +! p ° IL SO 11 { s. \, Q i "r 4 �' r �''t { Pt 'N . 6,145 SOUARE FEET M p0' - GI ° I i f ASPH 1 :\ !'� "� zo �o - a 1 66.2 MOL :f,. y �_,.w...- cr N 1 ul 1 \ sMH ✓ ` ;.w I 1 I' S. i ' S-' .,.: , ....._ W.,- ,. <.<. <.....,. <., :..,. f " 3G "R ) .1 'I,. , t' r! ` .1J \ 0 i ,: ''7 , 2 _ .... .....: . .:: , \ r'PVC NNE F": . s" �. '' : ' i _ N' L6 _, ` ...... .... ......................:......:. .. � -_.....,_...._-. ..,.._-�,..... I I Z :4 \ ,,','; ?I j.. 27.9 SMH 36'RCr 5E ;i I t j C P� -,.a, ., .ri 72.3' •• " _...,. S- 4..- . \ i "PVC �SSM� -.t, 4k Sc u� '# 4 r,.° 1' 1y LL 7 CONC S/W i PVC N) lr'RCP SW; I ; I F I i. � .] �. O ,J' !. 4.� /r i PVC N) _� 1 I I \\ a r 7 ...,.I__ ! it, I S l -...., _. ,..- _-_.-» .-^---- .», „_ --., . o c r '4'� a (i)j i "rvc �E) I's! L!R`C �E . 1 t 1 I I ....... CONC FLU►jE . tr► t 0 r. :\ \ u' K n i I I I P 8 D7 FI /C <i R r 3o'RCr $} ' i ` , e1 \ > _ ZV I 1•A 3 �k i 4 ( ) :• m ;r• .�' 24 "RCr SW N ...I..._ I- i I ? ' %\ 4WM Nr 4l /' '�( - „1 . , ", , i i u'.r ": I N .i S .. ....... ....... .7v ..,a..«.u`,. -- ,.,,,, <. <.. .. «.,.. .... - _.j 1, \ S•�i /� f) 1 -� ,� :r.. � d RCP ) _�^ `'_ �- ,_°__- _ ,.1 i i I I '�. ii ( a �.,�/ 1 r .,. �� t„�.FiL�.,.i $ �I: 1 1 t. 2i T , 24'RCr WS ` .C,w ! 1 Clr 4\ u E \ t^ Ili, p+ a �aia,.w.. «.t�' ,. r �Q ,�nr I . ,.i l,. \ rT' Q"'' JJ _r� Si I'w \ �': "L , I •,... ',1411, 49"6,.1..,1 +� " YVn i'1'J I� � ( I I ;i�� 7, ,� `'A F 0" •� ''1 � © � \� �4 " ,. 1- 1 N r " 4" r 1 N GI I i )I .,r. i I . ,.. , I .. I I \ r, \C- \ \'' t \ ✓ 1 ,, $a „ ;t •<--t ASPH RAMP i "P4C N 15`RCP N I i I 1 CLP....,. j N 11', yr" J .� I. i 9' .1 �, a I 5 (C) DRAINAGE jc 1 1 () 15'RCP �E; 4 _ w- . -.... 4 .- i I ± '-" :.., , coNlii FLUME wuP W i __ 15 "RCP (S) r CLP I i i I f { 1 k i %. it c'r ,F I - tt1; i a �+ ? CURB INLET ,,.. I t...I._ .UTILITY EASEMENT (D7) B "r\c s t.._ i•rvc N �' .. ( ) 1i "RCP E i1 , O 6 "PYC ; �u..,. ) _ r- j j � •01 r 1. { TYT i i + ON ; i C� (L I " t i Ii RE LAR SIZE PARKIN ' ) i a.\ ,i' 1 trR I .. y.. y 1 a, CLP l F r I. ..� { G.._... >< 11 i ?. r. ` t.4. r t Ta 1. E Z I - , "w,rr,. :. {s.,.0 ,,..<._. ,.,au a..: '-- ......„....�... ,.. I N M \ ) . j 3;, . % 1 ,l , LN 1 •� ; i SPADES 10'x11.5' (TYr) _ i I { .< r a LL s , D f.,. i I _,. ,.- w.9. RAMP (rn) ',.\ 4' METAL POST FOR 1 �. ., . , , � .... » .......................... .,. _ ..., .,._ ,_ _ .. i SATELLITE aISHES ''� \ . I o , a i I I . " \ ,. ,;: ; , . _. II• • "�w I M a... - ........... ........... ... _.__._ .... �,_ � 1r "RCw NE... ..I- ` I )�D ' ..J 1 1:,,= I "'. -, ,..1., -.-: 1...:...... 1 c•PV4� s t H '\ CON i I ,. C� Ls •101 u+ f, " �„ .. 7T __...__ ...........• _....... .... - _.. ___ i r' r i ,a,:.,,. A 15 (NE �' lz w ( 1 !nrt.,..Y ..,,,,,,! ) k.,, 15`RCr W GR 1 ;a " "RCr )� \ O � Ol I ,I I "''' 11'r'I { ' 4..= • I ' 6" 1 (WNW) I { 1 'w,:., . '•' ,' . r PYC S i I I I H/C 1 '�', O Ei3 ''tr > .I Cl j f i I I 7YC N i is :\ �Y' � 11 t I I + ,,, � N �0 DRAINAGE 24 RCr ( ) "RCP N _ . .. 1 t I- ._.� v. _ __ ...�. 1 �' I :\ GI �'7� `�• /- t „ 0 11 UTILIT'r` „_ ... .. .. . ....... ._._ •- •--- _.,,,, ...... - 15'RCr s)_- g ...... I 1 "4 _. 'i •\ ; " -. t I 1 k C i ?!'VG E) ASPH ' " � \ ( °_ i i u , 'k .'' r. :" 24 "RCP NNE a , _.. - ' 1 _- I \ UDkWAITIt 1-11- ' ,t i i _I - 1- ,. w i, - ASEMENT- P I _. { ... .. ,... i rvc �w) GI I .1 \ I { w ( ) _ ....- 1 ..... CLP ,„ . .,f Y , ,I I © a I L• -t 15'RCP (NE) k _._.i 1. -...JI p ,. _. -. ;, * ,,\ \ ` x ll, t o I i r r W 1 4 - I t i •„ ,. I i- _..._......� u,.,..,.....1:,: <,,. <,_. 1.- 4. V. fir.. t ` �J '; n : ..:........ .....:.....:? r .,.a.1...... , ,.,,,<,... i I x' . i 1 N ( ( I 1- r i {� ` \5 lit I k l Q�ZQ rr� ,, I w i, ;rya i �VI ,_I, ..,. - . ..... .. .... . .. .. ......... - ,- .,.,._.. ... I', t r . _ � -,. ° 0 1".. ;, _ ]., T ii } 1 -it 1 I&\ 4 I-- GI i f 1 i f r _..-, � I `\i - -_ -,. i f _ ., ...' .... .. � ..� ca i ,. _ 1! N �. 24`RCP (SSE)' i 1 t 1 t. i I _. . i ., ,/' \ O .: CURVE RADIUS LENGTH CHORD REARING 104.50 DELTA N00'07 04 E Cl 5829.58 P 192.25'(P) 192.24 P F SOO'45 35 E R F '53 22 P C2 2050.00 P 372,33'(P) 371.82 P F S62'15 31 W r F '24 23 P C3 2050.Op P D4 263.17 P D4 262.55 P D4 560'47 5'J R D4 g07*'201'19w(P.D4 C4 225.00 P 89.58 P 88.59 R S12'06 20 E P .48 41 P C5 225.00 P 92.80'(P 9 2.1 4 R S11'41 4s E P 23'37 4 P C6 195,00 P 80-42'(P 79.95' P N11'41 49 W P 23'37 44 P C7 255.00'(P 101.53 P 100.90 P N12'06 20 W P 22'48 45 N Ca 5829.58 D2 75.29'(D2 75.29 D2 SOII 24'08"E D2 00'44 24 D2 CS 225.00'( D3 96-75'(D3 96.01 D3 S12'12'04'E D3 24'3917 D3 C10 225.00 D3 96,75 D3 96.01 D3 S12'12 '04E D3 24.3817 D3 C11 10.00 D3 9.27'(D3 9.94 D3 S26-26'55"E_ D3 53`07 1 49 D3 C12 5.00 03 5.19'(D3 4.96 03 S&2'44'.31 E D3 5"7'34" D3 I 013 0 2 .00 D3 23.53'(03 22.20 D3 N33'48 22 E D3 67-24'40" D3 C14 10-00',D3) 15.71' D3 1 4.1 4 03 _ 84507 02 W D3 90`00 00 C15 50,00'(D3) 58.83 D3 55.49 D3 933-4915'7V D3 67'24 40 D 016 35.00 D3 36.32'(D3 34.71 D3 N82'44 3t W 63 59-27'34w D3 C17 195.00'( D3 83.85'(D3 83.21 D3 N12'12 05 W D3 24'3817 63 016 255.00'(D3) 109.65'(D3. 108.81 D3 N12"12 04 W D3 24'3817 63 C19 5829.58' DG 116.98' D6 116.58 D6 S00.27 27 E D6 01.08 # 590 D6 C20 2050.00 06 109.17 D6 105.15 D6 S66'OD 10 W D6 03'03 04 D6 C21 -2060.00'(D6) 103.63 D6 103.62 06 N66-05'1 4 E D6 02'52 56 D6 022 5135.58 D6 114.83 D6r 114.83 D6 NO0'26 411 W D6 01'07 36 DR 11 I 1. M i ' .r. y 1. .-... k F I . { 3 lye 15 RCP (NNW) - I -. i._ ». -. -.,, -T / i J \'S . \ �, jj .. tt i 9 "" �{ .. *. 15 "RCr (SSE) I �I li « :L,,,,," ii �) -�\ N I� I . _ : ,: � �� � r OR 5020 p ..-- -..,.._ .• .............. r' 'NW ASPH ......- ..... -. .,, tI �, Ijj I �,,;' 5' CONC y I (( 1 ... 1 i H/C ;, I,.;. PG 2125 -2121 r 1 ;-- 15 RC (NNW) -I f I 1 i (x r i i f I.'1 /. / 1w l^ 1' {) CUM ( ) f . rn ", ?„ I n \' ti "' • f " 1 . -i `�,r PARKING PAINT ONC • I f } ... j I i y ♦ // �VA FIR 1/2- rq I 4 1 I I .1... STRIrE3 T t -. _ - i } �t,....I II _.4� I._..._I it I 1 _ .. v FIRE LINE II , SQ4 19 E(P) . ........ .. .......... ,, :.. �...... (1T) . - _ I it r 6' , CONNECTOR i c; l� �.'� LB 2610 LINE TAlrLE 11 _� -- { r' I rn = ",,: :� . 9 W C,F),' , ; .. ._ • - - - ...... - .. . - ..- / . WAS WALL_`' +� ; c s 1. i .� i 3 t tf h -... - ":.: 6 •. »:,w w. J. e.r�.v.t I ,, I . -..... I GRASS ISLAND(M) 1, •x i . - .. 1 (XP %/ R 3 1. - _- - E P -i I ._�_ REGULAR IZE,MItKING ;. tI _I i ! ._ / / /.1i• . �C :�. 41 , r ,j SPACES 6'x1!' (TYP) ,u 1 h ! ' I ""•'6' Y /1 � N`' '' . \ s., _ i 1 I �,' ,: ., , '., ..FIR 1/2 1�........,«,..,,..,.,..,.,. _ ..• .. ........ .. .. . .. .- ......,..- - - - -.. _ ,.� _. -- ..... -.- _... ... t - -... -- ASPH _... .. ..._ ;, ��- ;'` ... CONC RETENTION . L 0 I \ HALL o.T 141 ,: "L�p " �.,i,' ,, .: I ,+-10 w «B, AL GN ._ j .... ...kw. ''I I .. ... ..,.., ,%/ ` !\ "� ., WIDE 11. 5 261 .� j I I t 1, ;• \ •! MET k rLA5TIC 5! I I C , �' , SR 560 R P I I. I ", ti' s. f :.. ,,,...•".,...,,,. ".. -. -, r +' (` ASPH\ 6 I. : k''' (i L � n CLP " / CLF ~ t i GI I. } " I t � Rvc (s } r_.� y , tl 1 .. ........... ......<,,,•.,.....-<:...,...,,. ar "'w r 1__ 5 1 1 t' / J r� \ 1"? -�c� �... i ti �` I r .. - -,.,...- .., -, .... - ....... _ -... ! ./ k - tCy► I :1 " I , !` �.. - y Ii I l.. I \ (r .i X01' \ ` LINE DIRECTION! DISTANCE Lt DC 525'17 00 W 104.50 L2 D6 N00'07 04 E 12.50 L3 D6 N25'17'00 E 98.30 L D6 S85'10 41 E 10,00 L5 D7 S00'4919 W 10.00 L6 D7 S00`49 19 W 5.00 L7 D7 N00'45 15 E 10.00 L8 D7 S89'10 41 E 15.00 LS D7 S00'4919 W 5,00 Y .. H/C H/C ry F a ✓ \ WVP 1 i` C C R TYP h +ems E R r ,.'.( GRATED CUP-1.0's _ ,.,,I �* ' . .. ,.,,A �i�. H. 0 .. i t I H/C _.� �, " (` 5 / w� 5MH \ 11 � , ° a''1 ' �' FRENCH 1 RCP i" a CONC MEDIAN I,`a' 1., .. H/C 1 •,._ i II / n �\ ` G� i'PVC (NNW a,t ! d.l n, , u SI ! DRAIN H/C Cl fi GRASS ' 1 �^ I. �,'' �� /( ♦ % lr \ h r•rvc (NNE) \ I .r 1 , 0 Y n , i (� N, avl> H/C H/C ISLAN; I ! r,' / �Jt!: 1 �16 rI I. f1 ' i. i'---- ---- - - - --- - - - - -- - PLANTER ) 1«. _ v \ .J O� 12 "PVC (N 1/ i o` r- r'. i:,i... `�- ,,,�`� _�" R (rn . "`r " � f.H C 1 // �7 q• 42'RCr E ,)� _ tl ( \ i , [r 2 i I I µ CLP. Til. I I / % l� ��� %+' \ T, ii 6 (CURE INLET 6 .4 - .. i 1 .. 1 / �..' ./ ' `�, _ 42 "RCr W / h1 \ r V, I �. I r `-e a L� K ! I k 1i RCr E „� 109.7' r_._ , i 1 j u , ''1. H /C.,,�.aa / /J I J <lO"'-. F / /'! f' �r a'' S ? 'i I RAMP (rn) I I t % \L+ p yA ti "RCP lWJ 1!4D.E's I • , ..�� I CLr / x ` .. n \ g / / �// �4 UNPLATTED (P) .11 I + "` W. �{ // ^" , .. , f I' E / f .� i HYDRAULIC ..., .� ,/ . , % �� " I rah 11! �.,... -.. i -�Y� y` *•, -. �,� N 1 ✓ / / "� , iY k s F..td, N ` ROOF OVERHANG (rn) �r'z_ti / / \� \ rf. ��ry���,t�,�� DCYA +' "• nj1/ �to� /w 'ni ���r iYUF` f rY �' a I...... fi 57 7' '':. .. 7- . / \ \\ �')�1 �r J�i"461�i' ) Y,�: ,�/ 0��•�/ / r'. Q',_ , I M O> .I.- .,..... I �i,.L.' // k�1 �+ \J 0� ij�`�- G�'�a +7,4• - �!� /w CJQ b6`/ / ./' �`• �� . 1 r" - .; -� _ / l �i �+ 615 1 O .' ? I; I .... II F`��_ __,/ / �_-, O�G `syy I .,�, i.� tti�/ (�q� /�j, /,t'y' �T�� y I I 11 5' CONC S/W (rn) . ti ►�` cyK \ rrr ' 1 I � T , � ``c� 1 t I , i 1 RE LINE CONNECTOR ,� / . ?� k �'" ��; 1 r, � t" �11 I f j° I ,.,,,.. ) i (r I' , / 0, % /.r'r . �` TOB (TlT) t� `' '"" ,I 43.z' 1 I - + 2 -EFr ,y1 J o 1 ;, ,h I I, I _ ,. I f r �� a 7 a ` /,,r• \ 1 i (I�( I I' ION C�S 1,12 �::» i. T r. !Tt ``C S ,,. ON C/S 1:.. . •Q / �; / +/, " ft \ r I I _ �. j �..i / / o h \ L ' , ,r, , u x; 1, �;I { .v r:; J .tr ,•....i 13.2 yt. 16'W/F -M' •��` Cv` /,� </. y, .t , I:' «I i IVC ON' O 6,7 RE UNE CONNECTOR SiAH yr °', /0 ,r' O k Q� lar § • t ( I' _ I K� I N ! re r,I ,�a' �,, .. r"rVC (N) �' •,,• I•IYDRAUUC ^Z l )''i' '4/ .k ��� :'.. r f Ah I I 1 I 1 u 1E ► o F�c oN �'S;," 2, . , rI ' 5' /W { ) i"rvc (s) ,�' uFT ;�. y'S /. �;',�" DRAIN/1GE do UTILITY . I"' r i I I l BFPD ` IpO,y N 1 Nf . I I CONC S 1YP 1 r "PvC �' �i / � ,,0 i 11 NI,, .� �i I _ D4 i., �' r-�. I 5-CONC S/W (TYP) {'�') s►aH �'S /� /,r',' EASEMENT (P) \� • F r �1, ' .), `A C UNITS r CONI !< FIRE UNE / '' , {, .y; ,r L,, '; ; w; . , I SMH f -, ) _'� -. I FLUME I I G I o t: �' 239. A�' D ASPH B PVC (N UJ •O k ,� \ + I r it I C a Al 1'' CONC CONNECTOR G/ +.., I / / 1. . :,t'. r QT ..,... -. I ! , •tr'• III,. cW •5 POND \ 't ;�. 'PVC NE) I (' I I n u E Gf _ tr / h 1'% RETENTION POND D4 . 1. r Pvc N , i 1 i I Q: �'' °ti !•,: •r1 '�p . r'PVC (SE)/ �2 / r `' r y" 11 'N ! i 9. j.T: i ! L i -. ✓ C $ : 1' i h j L' � 24 RCP N r[ I, ! CONC iDCVA,. / 3 4"ai' ' _ • > ,., y'' rYVC N P •., "'- �': tt' I: i'PVC S) 1 f .0 i ! 1 r , ' 4" r, •. r f� { W) /{IYU �(i, M,. , I 1' FREEZER UNIT1� I `I^ ROOF OVERHANG t y 3I. .I -.f 2 RCP �S� w� y t, } ,'S89'1G 36 "E P D4 3r #. v Z, __ -_ Ii 4T , I C/S r 1 I ! .) _4 ,, rr ( ) I r, I I STAIRWELL C BOX ) 1 VF 41 / 61' t 1„ fret x, I MAS. WAIL (rn) MAS. WALL TYP a!� j i . Dr . <, a- r" `t` ..O / 37.77. P.D4 ' a i I I ( ) " ,.: L' ONC .., *� c > 4c ~ b u)II �. ( ) S01'26 58 "E D5) f r - I 7' HIGH 7' NIGH r 100. p „(S sFrD' „ c/s 1 N / 5 \ , , * � � .} 1 3A /C 5' FLUME x,__ 4 I:.:, j.u. YW I t "t. M '.•`I P �. - I rt F p ASPH PAINT STRIPE 0.7' WIDE a" _ 1 1r:RCr (NNW)ji CONC ! n °r/ «;" W(P) r' fi A3.27'(D5) % j, I iF�B o.7' w1DE C/5 (rn) •, N° ±,, MAs w.dL(TYr) 24 RCP (S) _w I / cjs. N85'S2 56 / POB(�4) \ �__,_ )/ j •:•- YY I. J I .Y •! 1, 1 _ - 1 r .._ ..... ... r c FLUME ( +I _ i 30.00 P N _.._- __..... I ,_;_;" 0lV iiro f74 - ... -�� 1 L _ r - ( ' -. _. -i % ;' , ( $ W -3.S'N '`. C P _ SMHp4 CS .. - - .,.. ,_,.• ... T ._.,,.. �. r , ' I -- •.� .� waN 'I ,,,, I�t . _ . - rl - - -� -_ 814 35 03 Vtl(D5) + POC D5 r r rvc N 1 /� "' / r'' ( SDO 07 04 W P U3 21.39 ", .'I (- -L I. c s rr ) ,». 346.04 P D3 O 11 . ! �. -- _ . / .- ( ) Cl C11 - _ -. _ -- -,_ .- RE IZE P IKIN I C/S 0 ) r`t 25.88 D5 . -. �� , M LAR SI M ) N .. 1 I ~:� Ct CROSS ( POB(DS) ✓ � I ( ) . ;r . -. %C , I L. a . t( � S00'07'04 "W 40 POD D3 ( _,�:, r "PVC (E) (g4,D5) 3.61 D4 < - ' ' r ( ) r ACES 'xt (1YP)' I� 319.55'(05) ( ) I Lg .fir`.. 1' ''I':P CLP _ i "PVC 5 r .. 6 , , - { y, t s x :,_:: 64.9 1. m I c s . ,t p4 �E V- 4_ _ e 4 I ,,. I FPKicD ! I "rvc ( 0• EASEM N 01'26 58 F i, ) ,. FCM 4'X ;I, 0.4 tic a� i '.1s`RCr, N { t / ,, � 1S E T (D3) N00 07'04 "E(P,F) 346,.10 P i -1 `7�` 1 (P) :� N w(P.) 1 W /NAIL c11! o cc _ _ 425.04 P C 420.00 (F) / '7 NO •� I>:'tti;: a I GRAS ISLAND ( I E) �'�`" 4 4, 5 ( ) ( . ) _ 4p FIR 1 2" ;x: t Ilk -- 10"6 E Ttt -C �J1 I I So . E'P (E) El 4 D �. - - - - t 56.80 P F y . I 2 3tl If'3" - r ' 2 151-- 8'15 •� "'" ,� D LB 26 0 2 ( ) CONTROL STRUCTURE 05 14 8 " ":� "4 C Ej>•- ir.2'w - - e ,-,, . yc� ( ) _. 4 (P) c t5"RCP! (S) i 500 411 9 "E(R 22 6613' (P� 18 r P, i 'I "r ;: • . • ' i� D4 - - _. - - �G(SL / p0 � E/r 346,04' 'D3' 1 "tfr N1 - - - - - - --=`� - N00 07 04 - ( ) {• 3s "RCP (s) I 197.83' - - - - a _ _ _ - - w _. • �...., 17 FIR 1 /2 "- ) 800'07 04 IM(D5) 5 .�- 15 03. 1 � I l"1 ,�f Y 4 N = - 1 �' G' 19�J• ' 19.98'(P} 15.27'�"D3)� CROSS1ri (D3) (V " _ C I �_ -.; ASPH 468.00 (D4) 500'07'04 W(D4,C) 500'07'04 W(D3) ' .211.21 (IJ3)- a;15 W��'•Fi _ CAP ILLEGIBLE a 105,42 "(D5) I, - �E(05)J� N75'24'56 "W D5) I j 11. I °c 1 ? L -" }iSEMENT (D3) -� N00'0Tp4 "E(P,F) 500'07'04 "IN(DS) ' '.' 418.00'(P,C,D5) 413.00'(F) , N�� _� ���- SAO' WITNESS '.r E/r -15.Tw DRAINAGE 30.00 (D5� INGRESS- EGRESS r• a , , ' ,:, ' 25.02'(P) 4.53'(03) 204.80'(C) '- 1 N00 '41'59 °W(P) _ __. _ 23.54 (PZ E/P�14.4w - -� -Z COR, POL EASEMENT(P) PIPE (D5) I 204.85 (P) r j.-. I 1a8.p2`c E i- __---= =- - - -- - c�a r E/r =23.r'W „ ° N01'31'S9 "W(P,D3) 193.11/(03) �` N00'0T04'IE(D3) 223.38'(03) �uia� noN " � FIR 1/2" , ;+� a I, CAP ILLEGIBLE t,� I , 1, �' INGRESS- EGRESS 5.00' WITNESS 1 +. 1:911:.,. •, c ` EASEMENT(P) COR, POL i . . I i 11 n . v . , I 1. I �D Pry i • f / N , /+ \ - , ) , Ifi NW CORNER �4 SEC 9- 29S -16E Poc(D4) r (P,D4) , . . . J , ` i -, D A- TE MADE )rY u ,,, . I . !rY . ,' 1 a , �,, ; . . I, :7 . S ' . \ ., :;_ CLIENT DATE I CERTIFIED TO: . kLN SURVEY DALFEN'S LIMITED 11 ��- JACKSON NATIONAL LIFE INSURANCE COMPANY HILL, WARD AND HENDERSON, P.A. F LORI �� DESIGN ONS � ��NT INC, DRAWN BY SCHARLIN,, LAN ZETTA,COHEN, COBB & EBIN ENGINEER$, ENVIRONMENTALISTS, SURVEYORS k PLANNERS PHONE: 013)724 -8422 CONSTRUCTION L� GORAL TOV, LTD. 02633 McCORMICK DR. SUITE 102 • CLEARWATER, FLORIDA 34619 FAX : (813)724 -8606 CHICAGO TITLE INSURANCE COMPANY . SCALE CHECKED BY PPM FINANCE Is 14483 62nd STREET NORTH • CLEARWATER, FLORIDA 34620 PHONE: (813)539 -0051 11 AS -BUILT j' .. g0' CERTIFICATE OF AUTHORIZATION: / LE 6707 FAX : (813)539-0143 SHEET DESCRIPTION: ALTA ACSIVI . � I � . LAND TITLE I I SURVEY -, . SEE SHEET 1 OF 2 FOR SURVEYOR'S REPOERT LAST DATE OF FIELD WORK : 9 -4 -96 D%G. FILE No. PROJECT No. I ; THIS SURVEY NOT VALID WITHOUT THE go-le �J SIGNATURE AND THE `J ORIGINAL. RAISED SEAL OF A FLORIDA FlELD BOOK No. SHEET No. LIGEN�ED SURVEYOR .' AND MAf!'ER. 289 �r POTS 491 -661 F I T C. WRIGKT Jr. j LS 4 i I