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FLS2005-11085 RECEMD NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ~ ~G /~/~ • ORIGINAL FLS2005-11085 2570 GULF TO BAY BLVD Date Received: 11/01/2005 HOLIDAY IN EXPRESS ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 290B PLANNER OF RECORD: ~" CLW CoverSheet r ~e~~ater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ^ SUBMIT APPLICATION FEE ~_--- • CASE #: _____ __________ _ ~ _ DATE RECEIVED: __~ _ __ - RECEIVED BY (staff initials): ___ _____ ATLAS PAGE #: __ __ ______ ZONING DISTRICT: -__ LAND USE CLASSIFICATION: ______-_ SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: __ ___ __ SOUTH: WEST: ----- --- EAST: - * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) RECEIVED FLEXIBLE DEVELOPMENT APPLICATION jAN - 9 2006 Comprehensive InfiIl Project (Revised 12/30/2004) PLANNING DEPARTMENT ---PLEASE TYPE OR PRINT--- CITY OF CLEARWATER A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: -_j~` • ~~~9 h~ ~'~~ ~ ~ ~-~ ~~~ ~ ~~_~.._.a _- ,--------- ~.-~--~. MAILING ADDRESS: - / PHONE NUMBER: -~~1 )~c.S [~!!! _ FAX NUMBER: -f .'.~ jj~~ ,,~~ 31' , PROPERTY OWNER(S): ._tl~f~ % E` C~~ ' i t s~~,~ # ~~~.~_s_~ r~~.d Pv...Y------ ----- ------- (Must include ALL owners as listed on hf a deed -provide original signature(s) on page 6) AGENT NAME: MAILING ADDRE PHONE NUMBER: ~~ ~~ ,~,~ c~``--"-f%' ~ __ FAX NUMBER: W~ ~f',~!` ~ -;J)~~~- ___- ..•; CELL NUMBER,s _._!~~_~'~~~~ E-MAIL ADDRESS: ~~ ~ ~~_~'~ i C-~~' C)~r~" ~ . r ~~A~~G~Yff'~~ 8. PROPOSED DEVELOPMENT INFORMATION~(~C''ode Secti.o~n 4-202.A) STREET ADDRESS of subject site:_ ~''_~!J r' (p ~ ~T~~'' `~'Tt_~~ ~ -~.~ ~~ -~ --- -- -- --~~ .~~ ~~ ~ LEGAL DESCRIPTION: ___~.. ~r,...,-=~ ~? ~' 1J~~__ .<t` r f ~~~-1~ -- --- If not liste¢he e, lea a note a locati n of this d current in t e submi tai /" , PARCEL NUMBER: ( „ ~ f~ ~ ~) ~ ,)~ ~ lr~ r ~.y_. .,t ~ _~C~~ ^"Y G~ ~ ;iii ~~ '`.'I _~~% ~~. PARCEL SIZE: --~~~ ~~--~~~ ---- -tom--~~ -.__-_.._------ (acres, square fAet) ; . ~t a~+ PROPOSED USE(S) AND SIZE(S): ;~<^~,~_~~~.~~~ ~ 1 __ (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): __--_- -- -_ -. _.~ -- _------_-- Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required nurnber of parking spaces, specific use, etc.) .` ~~~ ~ ~-r r 1 9 ~~ Paoe 1 of 7 -- Flexible Development Comprehensive Infill Application 2005- City of Clearwater ~ ~ DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PRE1GtiSUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES -__ NO _~/_ {if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) UBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. ^ 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each criteria is achieved, in detail: The proposed development of the land will be in har ony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. % ~'j ,~ t i,, ' ~_. 7'~ it y~ ~ 1 L ,G 111 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent (and and buildings or significantly impair the value thereof. --------- --------------------------- - -- -- -------- -- -- ' ' • ~ ) I 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. ~" ff'' ~ (/f; . 1f 4. The proposed development is designed to minimize traffic congestion. -------------------------------- - -------- --~- yy' /~ -*---- _--~-- 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. ~_ 6. The design. of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. i' ~ ~1 ~~ [' C~ ~ Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) -Explain how each criteria is achieved in detail: R~Rr~G~N~A~ 1. The development or redevelopment of the parcel proposed.for development is otherwise impractical without deviations from 1t~eTi~~; iTi>~nsity and development standards. -----_------------ --- ---------~~-=9 -~~- -- - - - -------------------- / .. l -Ir ~~. tf ----------- -,- ~- - ------ -------------pTANNTI`tG-pt~ARTMfN _______~!_QE CII FARWAT -------------------------- ------- ------------------ Page 2 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater ~ ~ 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) - ~ .. (i;. --- - ----- ~=---~~1~~~~~_-~~--------------------- 3. The uses within the comprehensive infill redevelopment project are otherwise permitted fn the City of Clearwater. ,_ . . - r 4. The uses or mix of use within the comprehensive infill /redevelopment project are compatible with adjacent land uses. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. ~' ~ ~ f( fl --~--=~~~ r ---~---------- ----------- ------ 7. The design of the proposed comprehensive Infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. ----- --------------------------------------- -----_..--__--------- .r-_ j ~N Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by fhe benefits to community character and the Immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the Immediate vicinity of parcel proposed for development. ~ j --------_ --=-- - --- ------------- -------------------------- 10. The design of all buildings complies with the Tourist District or Downtown District design guidel(nes in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. ORIGINAL RECEIVED ----------- ---- ---------_-- -'N LPL ~~1f ~~~--------.--_-_ ----------~~- .--~-~6 PLANNING DEPARTMENT CITY OF CLEARWATER Page 3 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater • E, STORMWATER PLAN SUBMITTAL REQUIREMENTS; (City of Clearwater Storm Drainage Design Cri Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. Ail applications that invo addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with i City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. /'~ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. I~ At a minimum, the STORMWATER PLAN shall include the following: L''r Existing topography extending 50 feet beyond all property lines; _~~-• Proposed grading including finished floor elevations of all structures; 1/ All adjacent streets and municipal storm systems; ' _fl,,.~" Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ~'' A narrative describing the proposed stormwater control plan Including ail calculations and data necessary to demonstrate compliance with the City >~iual. _~ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. Q~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL ' " ~j SWFWMD a royal is ra ufred nor to issuance of Cit Buildin Permit if a licable ( Pp q P Y 9 ), PP t~ A kn ledgement of stormwater plan requirements (Applicant must initial one of the following): ~~` stormwater plan as noted above is included ~~ _ _stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall b• provided CAUTION -1F. APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F.~SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) &3' SIGNED AND SEALED SURVEY {including legal description of propefij) -One original and 14 copies; ~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; ~LO.CATION MAP OF THE PROPERTY; ARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards tie. Reduce number of spaces). Prior ~~. ,,~to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall L' be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; f~~ GRADING PLAN, as applicable; ~1 RELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a flnal plat is provided); ,17 OF RECORDED PLAT, as G. ~I-TE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ORIGINAL RECENED ~'S1TE PLAN with the following information (not to exceed 2A" x 36"): t _ / All dimensions; N h N -~ 9 20U6 U J _1 _/ arrow; ort f1 _v_' (/'~ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ; Location ma . ~/~ p Index sheet referencing individual sheets included in package; PLANNING DEPARTME ~//. Footprint and size of all EXISTING buildings and structures; C1N OF CLEARWATE y Footprint and size of all PROPOSED buildings and structures;. ~'/ All required setbacks; (,>`" All existing and proposed points of access; _ ~`,,: ~' All required sight triangles; !i'' Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen _ ' trees, including description and location of understory, ground cover.vegetation and wildlife habitats, etc; =~ ~ Location of all public and private easements; _ /~~" Locaiion of all street rights-of-way within and adjacent to the site; Page 4 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater ~~ ?! Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas ~'~ and water lines; _ // All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; ~~_ Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701}; 1/ Location of all landscape material; Location of all onsite and offsite storm-water management facilities; j~ _ Location of all outdoorlighting fixtures; and t^tOri~. ~~~ ~,r.;`j'(K ~r F ~'L1i~ "~V)'}E_'. . ~~ Location of all existing and proposed sidewalks. t (7~TE DATA TABLE for existing, required, and proposed development, in written/tabular form: _~ Land area in square feet and acres; +-''/' Number of EXISTING dwelling units; ~/ Number of PROPOSED dwelling units; {//' Gross floor area devoted to each use; _(/ J~~ Parking spaces: total number, presented in tabular form with the number of required spaces; d f Total paved area, Including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and >~ Floor area ratio (F.A.R.) for all nonresidential uses. ~4" REDUCED SITE PLAN to scale (B %2 X 11) and color rendering if possible; f~,FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: t~//~ One-foot contours or spot elevations on site; t/ Offsite elevations if required to evaluate the proposed stormtivater management for the parcel; ~fj All open space areas; 4~_ J~~ Location of all earth or water retaining walls and earth berms; _ _ Lot lines and building lines (dimensioned); _~ Streets and drives (dimensioned); _;~'' Building and structural setbacks (dimensioned); _~~ Structural overhangs; Tree Inventory; prepared by a "certified arborlst", of all frees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUSMiTTAL REQUIREMENTS: (Section 4-1102.A) (~'~,~'~~„ LANDSCAPE PLAN: y! ,~'' All existing and proposed structures; f! ,: Names of abutting streets; ~;',,, Drainage and retention areas including swales, side slopes and bottom elevations; _.~~,.~ Delineation and dimensions of all required perimeter landscape buffers; _~j Sight visibility triangles; '~/,~ Delineation and dimensions of all parking areas including landscaping islands and curbing; _~ r" Proposed and required parking spaces; _~ Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on i require~treesurvey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; _~ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfltling, mulching and protective measures; ~/ Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); _3/~~,.. Irrigation notes. t~'" REDUCED LANDSCAPE PLAN to scale (8 %z X 11) (color rendering If possible); ~~ IRRIGATION PLAN (required for level two and three approval); .Vl COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requ(rements to offset the areas where minimum Code will not be met. RECEIVED JAN - 9 2006 PLANNING DEPARTMENT ' CITY OF CLEARWATER Page 5 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part /of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. p-' BUILDING ELEVATION DRAWINGS -alt sides of all buildings including height dimensions, colors and materials; O~~REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (B '/ X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ~~~ iQ''i,Aii EXISTING freestanding and attached signs; Provide photographs and dimensions. (area, height, etc.), indicate whether they will be removed or ~.to remain. 't~All PROPOSED freestanding and attached signs• Provide details inciudirtg location, size, height, colors, materials and. drawing; freestanding signs ' shall include the street address (numerals) ~i -',~ ~ ~ 't )'(~ ~ , r,, ~~17~Comprehensive Sign Program application, as applicable (separate application and fee required). Reduced signage proposal (8 '/ X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202,A.13 and 4-801,C) ,. Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ,i Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 100D or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study musf be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-582-4750) Refer to Section 4-801 C of the Commun(ry Development Code for exceptions to this requirement. Acknowledgement of traffic Impact study requirements (Applicant must initial one of the following): _ Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ~ °__ Traffic Impact Study is not required.,Z`-t~, ~Sfl ~~;~ 1 htt=<<~C~~C~ ~ CAUTION - IF APPLICATION REVIEW RESULTS 1N THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMtTTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department ~j~1~4750. JAN - 9 2006 L. SIGNATURE: i, the u e igned, acknowledge that all representations made in this applica are true and accurate to the best of my knowledge and author e ity representatives to visit and photograph the property desc t'ie In this application. PLANNING DEPARTMENT CITY OF CLEARWAT STATE OF FLORIDA, COUNTY OF PINELLAS ~~_ day of o a d scribed before a this __ __ A.D 20~~ to me and/or by C~cB~, who is personally known has brodu d as ature of property owner or representative ~IMII1~014 EN{*M 1i0f11~. (i0flIRII~ ~ ~ Page 6 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater 09/19/2005 15:41 727446803 NORTHSIDE ENG SV~ PAGE 03/03 ,, CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRATION MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"'' FT_OOR PHONE (7Z7)-562-9567 FAX (727) 562-4576 n~- 'Name aF ell property ownefs) 1. That (I amlwe are) the owner(s) and record title holder(s) of the following. described property: 2. That this property constitutes the property for which a request for a: (Nature of request) That the undersigned (hasJhave} appointed and (does/do) appoint as lhls~ek) agent(s) to execute any petitions or to aftacAgtlch petition: 4. That this affidavit has been executed to induce the City on the above described property; 5. That (I/we), the undersigned authority, hereby Florida to consider and act ng is true and correct. STATE OF FLORIDA, CDUNTY OF PINEUAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this ~0~ day of ~~~~c, ,~~_ personally appeared~'~~~,., n nun who having been first duly sworn d>~poses and says that he/she fu(ty understands the contents of the affidavit that he/she signed. e - Notary Public My Commission Expires: ~ - ~ 7 " ~ S; apd~~o^ formq/developrtlent reviewrAtfldavlt to author(ze Agent YP .rot ••.°~. BfiF-NDA L, KLNJDT ,~ * MY COMMfSSION # DD 391417 ~, EXPIRES: ,tune 17, 2009 ORIGINAL j~TF OFi1.OR\OP goaded 7ftro Budget NOary Services RECEIVED JAN - 9 2006 PLANNING DEPARTMENT CIN OF CLEARWATER (Atldress or General Lncatlon) 'Exhibit "A" to Flexible Development Holiday Inn Expansion - 20780 U.S. Highway 19 NES Project #571 DESCRIPTION OF REQUEST: Flexible development approval to construct a four story, 28 room addition onto an existing overnight accommodation use with an increase in the height from 25' to 39' (to roof deck) and to 52.5' to top of parapet.. GENERAL APPLICABLE STANDARDS: 1. The development plan provides an expansion to the existing building that will appear seamless as the proposed design will match the exterior of the existing building. The proposed area of expansion is appropriate for the new land area being added to the site and the proposed development plan is similar or less than the scale, bulk, coverage, density of many of the older surrounding sites. The proposed expansion should continue to promote investment in the surrounding area. 2. Upon completion, the proposed expansion and subsequent improvements will substantially increase the value of the subject site, thereby providing a positive influence on the surrounding property values as well. The proposed expansion to the hotel building and the significant upgrade to the landscaping associated with this proposal will further,. promote development and investment in the area and along these main corridors.. 3. No health or safety concerns are anticipated with the proposed development expansion as the site design adheres to all required visibility triangles, provides nicely landscaped yards along the street and provides a new building addition that meets current building code and FEMA requirements. 4. The new site that is being brought into this development proposal currently contains two curb cuts (driveway accesses) on Gulf to Bay. The proposed site design calls for deletion of the most eastern driveway to assist in minimizing traffic congestion. Additionally, the removal of the most eastern driveway located along Gulf-to-Bay on the existing hotel site will further provide increased safety to vehicular traffic. There is an existing cross access agreement between the Sunshine Inn (located just north of the site) and the Holiday Inn Express to allow access and circulation of vehicles between the two developments. The continuation of this agreement is necessary for the sites to function and remain viable. All appropriate right-of--way work permits will be obtained and requirements met. ORIGINAL RECEIVED JAN - 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 RECEIVED s~,N - ~ 20Q6 PLANNING DEPARTMENT CITY OF CLEARWATER 5. The design of the proposed hotel expansion is consistent with the existing building and will not be in conflict with the varying character established within the vicinity. The existing hotel and planned expansion is an inviting anchor to the corner of a major intersection and will continue to be a cornerstone for the Community. The existing hotel site with the proposed expansion will provide further encouragement for redevelopment in the area. 6. No additional adverse effects relating to visual, acoustic olfactory or hours of operation issues will be created by the proposed expansion. All activities other than parking and use of the pool area will be conducted within the enclosed building. No restaurant use is proposed within the hotel or addition so no odors will be emitted through means of kitchen exhaust and/or discarded food placed in the dumpster on site. No visual obstructions are being created with the proposal as the majority of the setback reductions being requested are related to pavement. Comprehensive Infill Redevelopment Proiect Criteria (Per Robert Tefft, Planner III the deletion of the second driveway access request along Gulf to Bay this application no longer requires Comprehensive Infill approval. The following information has been retained within the narrative for clarification of the project and benefits provided to the community. The information below is 'for informational purposes only) 1. The expansion has been designed to provide a seamless addition to the existing building, the variances to height are necessary to provide an expansion that matches the existing building height and design. Architectural features have been carried forward to the west elevation, presenting a well articulated elevation for the western elevation as well as the south elevation. Through design, every effort has been made to incorporate the many of the existing trees into the design of the site, provide the trees with sufficient area to remain healthy and the area has actually become another beautiful focal point for the site. This site is perfectly suited for the proposed expansion and will provide the developer with the opportunity to continue serving the community. The new addition meets all required setbacks The proposed height of the parapet plays a large role in insuring the expansion appears as though it has always been apart of the site, rather than an after-thought addition. 2. The proposed project will not reduce the fair market value of the abutting properties. To the contrary, the expansion proposed for this site will provide improved values and continue to boost to the local economy by providing additional new and modern overnight accommodations. 3. Overnight accommodation uses are permitted uses within the Commercial zoning district and are desirable along these major corridors. The surrounding 2 w it restaurant; retail and other commercial .uses within the area will benefit significantly from a major hotel being located at this major intersection. 4. The hotel use is compatible with adjacent land uses that include but are not limited to, motels, restaurants, existing retail stores and the new Clearwater Mall. 5. The expansion to this site is most practical and will make nice use of a property that has remained unremarkable. This proposed development expansion will continue the emerging trend of redevelopment along this corridor and will provide the immediate vicinity with nicely landscaped yards and a building and use that will promote investment, redevelopment and provide the area with visitor's that will shop, dine and provide fuel to the local economy. 6. By design, the site provides, continued form and function for the surrounding sites to the north and will provide an improved streetscape along Gulf-to-Bay with substantial landscaping. The addition and subsequent upgrades will further assist in anchoring this most visible corner of our community by providing an improved site, decreased access, an architecturally appealing building expansion and additional tourism draw to the vicinity. An easement for ingress and egress along with the adjacent Sunshine Inn property owner will be prepared and provided to Staff prior to issuance of permits and recorded prior to issuance of the certificate of occupancy. 7. The design of the proposed expansion hotel creates a function that enhances the community character and the City of Clearwater as a whole by providing an overnight accommodation use for attracting guests to the Clearwater area and not just the beach community. The proposed use at this location allows travelers an alternative to premium beachfront room prices. This will help to generate dollars for the immediate area in the way of guests spending their money at local businesses, etc. 8. No variance to parking is being requested through this application. The site design provides more parking spaces than required by codes. ORIGINAL RECENED ~a~ - s zoos FLEXIBILITY CRITERIA: PLANNING DEPARTMENT 1. Lot area and width: No variance requested CITY OF CLEARWATER 2. Location: No additional access points are being requested through this application. 3. Height: The requested height allows more area to remain open for landscaping along the street providing a beautiful streetscape. Based upon the 3 r ~ location of this site, on the coiner of US 19 and Gulf-to-Bay Blvd.; the proposed height of the structure will not reduce any views of residential property. 4. No additional signage (building or free standing) is proposed at this tine. 5. Side and rear setbacks: No variances to requested 6. Front setback: No variances requested RMR 01/06/06 - NES #571 ORIGINAL RECEIVED JAN - 9 2046 PLANNING DEPARTMENT CITY OF CLEARWATER 4 09/14/20k1E, 15:41 7274466u'~ NORTHSIDE ENG SV~ PAGE 02/03 ORIGINAL RECEIVED LETTER O F AUTH Cl ~?IZAT~ O N JAN - 9 ?006 PLANNING DEPARTMENT This letter will serve as authorization for Housh Ghovaee CITY OF CLEARWATER (agent Name) with Norttiside Engineering SeNiceS, tnc. to act as an agent for L.L ~ (Property wner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at (Property Location) NELLQ~ C,c~unty, State of FLORIDA. re of a-9. ~ Address of Property Owner City/ tate/Zip Cod i7a ~.~ C~ . M~ n n ~ sld~+ Print Name of Property Ow r ~t~~~~r Title Telephone Number State of nth r• ~ Q County of t'i n2~~C~~ The foregoing instrument was acknowledge before me this c~D~ day of ~~_, 20 D~, by ~O~v~ ~~J~n~. , as who is p o~ Wally known me or who has produced _ as identification and who did (did not) take an oath. ?o,~`Y.;,°~rk, 6RENDA L KLINOT * MY COMMISSION # DD 397417 '` EXPIRES: June i7, 2009 ~'~, v-~Oe Banded ThN Budget Notary Services r FOF F~° Notary Public (Signatur ) Commission # ~a 3~ 7~f +"~ (SEAL ABOVE) (Name of Notary Typed, Printed or Stamped) ~ 'O~rJ/~'9/2005 LION 10: 5~J F~1Y 727 9 ~2 ItIENCORP N ~ 005 Prep„gred >zy and return to: 'William J. Boyce William J, Boyce, P,A, 69S Central Ave, Suite 200 St.1'etersburg, FL 33701 727894-2692 Pile Nuttib.er: Guzy , VJiU Ca11 No.: Parcel Identification No.18/29/16/00000/140/1000 KARI.El;N F. D~ Bi.AKER, CLERK Or= CouR7 p1N~Lt.AS COUNTY FLORIDA INST#{ 2004374118 08!21/2004 at 42:51 ply QFF REC BK: 73839 PG; 1100.1103 DocType:Di:ED RECORDING; $35.50 D DOC STAMP: $3675,00 Above'Ihis Line Por Recording Data? __ ,_,._,^__ ~'V'a~rranty Deed (STATUTORY 1;ORM -SECTION 589-02, F.S.) This Indenture made this 17th day of ~eptember> 2004 between Marlc Guzy whose past office address is 2656 Stetson Cirlcle, Minden, NV $9423 of the County of Douglas, State of Nevada, granror~, and MENNA-PIN>1LLAS, LLC, a Florida T,itnited Liability Company whose post office address is 32845 US I-Fighway 19 N, Pulm Harbor, la L 34684 of the County of Pinellas, State of la'Iorlda, grantee'", '' Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS. ($10.00) and other good and valuable considerations to said grantor in hand paid by said gantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's fieirS and assigns forever, the fallowing described land, situate, lying and being in Pinellas County, Florida, to-wit: See Exhibit "A" THIS PIZOI'~RTY IS NOT THE HOMIJST~AD OR TI3E GR.A.NTOtt. THE GRANTOR I~SZDES A'p 2656 STI;TS()N CI1:~CLE, MINI~EN, NR'VADA, and said grantor doers hereby fully warrant the kitle to said land, and will defend the same against lawful claims of all persons whomsoever. ;a ~~ • "Grantor" and "Grantee" arc ugcd for singuL•u or plural, as contcxE re9uires. In Wit>aess whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. eal) ORIGINAL RECEIVED JAN - 9 200 PLANNING DEPARTMENT CITY OF CLEARWATER tJOUble7lmes Signed, sealed and delivered in our presence; CDi~Ji2005 hfON 10:5J F:1X 727 ;'~72 ;rfENCORP ~ [~j000 State of Y1 a County of '~ o v~~~a5 The foregoing instrumelit was acknowledged before me this ~1` ~ day of September, 2004 by Mark C~uzy, who [_J is persgnally known or [X] has produced a ~Iriver's license as identification. ;. • Q,~ [Notary Seal] otaty P c Printed Name; ~. ~u 1 ~ ~ t~,~.~"`1 ~ h~ "'" Ivzy Commission )/xpires ~ ~2..;..`~ ~ d h ,7~"`'' ~''+e CAYLE SARRAT~A ~" ~ ~' ~~ NOTARY PUOUG C STATE OF NEVApq R Appt, get4rded in Douglas County MY APPL ~Plres Mtiroh 2D, 2007 ro'„~ow No:99-36472-b - ~. ORIGINAL RECEIVED JAN -,9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Wnrranry Deed {Statutory Farm) - Yagn 2 DoubleTimOa OJ%f9/2005 bfON 10:5~J FAX 727.'72 Parcel I: ll1ENCORP ~ C~ 007 PtNCLl:A6 COUNTY FLR. QPF',REC.9K !2366 PD 1358 ~+ X~IBIT "A'• :~ ~'~ r:~~; Ea; ~'•1~~ ~,~...., .~ ~~: I`~ Commence at the Northeast corner of Section 18, Township 29 South, Range 16 East and runt North 89 degrees 39'14" Meat, 100.02 feet; thence South oi'clegrees 03'04" west, 2531,24 feet slang-the West right-at-way line of U.5, Highway ~.5; thence south 95 degrees 40'08° West, 192.3 feet tq a paint on the North Hight-af-way line of S.R. 60 (C3ul.E To Bay 81vd.); thence along said N'arth right-af-way litre North 99 degxeea 42'43" Walt, 250.00 feet to the POS112' 0~' $EGXNNxNG; thence continue North 89 degrees 92'43° West, 50,00 feet; thence North 0]. degrees 03'04" East, 250.00 feet; thence South 89 degrees 42'43" East, 50.00 feet; thence South 01 degsaas 03'04" West, 150.00 feet to the PpsNT pF SEGIt~t~INt~. Parcel II: A portion of tf~e Southeast Z/4 a>! the Northeast 1/R of Seat.ian l8, Towunhig 29 south, Range 16 East and. mare particulaKly described as folxaws: Commence at the Southeast corner of said 5outhe.ast 1/9 of the Northeast 1/4 of Section 10, running thence along the Easterly line of said section 18, North 01. degrees 0.3'04" East, ,50.00 feet; thence Nasth 89 degrees 42'43" West, 300,03 feet t4 a capperwelct pin on the Northerly right-af-way line to Gulf To Say Bou~:evaxd (S.Ft. 60)(100 foot right-of-way) at the POYNT QS BEGINNING; running thence ll} along said line ka Gulf Ta Bey Boulevard north 89 degrees 42'4'3" went, 150.00 feet to a coppez'weld pin in a line of land now or Formerly of Howard ~ahnsc~n rncorparated of. Florida; thence (2) a~:dng &aid line of line of Howard Johnson zncorporated b.f Floxida North O1 degrees 03'09" East, 15o.po feet to a copperweld pin in another line of 1.anc1 r~pw or fornerly of Howard .7ohneon Incorporated of Flr~rida; thence (3') along said other line of land of Howard J'o2trtsc~n incorporated of Florida South 89 degrees 42'43« East, 150.00 feet. to a copperweld,pin in still another line of land now or formezly of Howard ,7ohttson Zncorp4zated of Flgrida; thence (4) along. said sti7:I another line of Howard Johnson rncorporated aE Plar~.da South 01 degrees 03'09" west, 150.00 feet to the PUINx QF 6$¢2NNINc3 SAXT} PARCFY,$ X AND IT AEI~7G D"lOR~' 7?JiRTICULARLY DESCRIBED AS FOLLC7Y~8 s Beginning at a point found by measuring from the Northeast aorner.of Seatian 18, Tawnshzp 29 South, Range 16 East, North 69 degrees 39'14" West, 100.02 feslr to the west right-of-way lino of ~.5. Highway 19; thence South O1 degrees 03'b4" We.at, slang said line 2531..29 feet; thence continue along said line Continued on next page -1- • ~: .N ~''' ~ . ~ ~'' .~ :. .,,, ,a RECEIVED JAN - 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ° 09i'~.9/2005 hfON 11:00 Fad i 2 i ~ i 2 hfENCORP M ~, i A INCLLpfi COUNTY Fop , OFD , t2>rC .9K 1388 "Pc3 1359 o f I r +~. 1 • 1 ~ ' ~. :.I CON"TINL'AT702y bP EXHIBIT "A" South 45 deg~'ees 40'08" West, 14.35 feet to the No~'th right'-of=way. line of'GU1P-Ta-day Eoulevo'trd (3tate Rv~d 58j; thence Nar~k~ 89 degzeBS 42'43" west, aiong,said North right-of-way'line, 100. DD feet, >;o the abnvementionee~ POINT OF SEOZNt~INO;.~ .thence corit~:nue slang said line N~r~h 89 degre~s• • &,2'43" 14sst, 20D.0 fvet•, thence North 01 de~ee~ 03'04" 8aet, J:56.00 feet; thenc~.84uth 89 degre~eg 4x'43" Exs~, 2`00.0'0 feet; thence South o1 degrees 03.'04" West, 150.00 feet to t3se . atorement~.cued POYrlT (38' H1~c~INDtINO. f ~4 • t IR' 5 ?: } , j' ... `, ~~ :~ ,S. ,1, ,: ,1•i 1, .:. 01008 I. a I ORIGINAL "2" RECEIVED ; JAN - ~ 2006 PLANNING DEPARTMENT ! ' '. . • CIN OF CLEARWATER .:~ kl'. •, I , ' I .. 'f5:: ~~~.~, „o':Y: :I': .~'i~,' :av?~iliaf~"Ja.~Y:i v~`:4~;~'/~.j._~c,:i1" '.li ~''• '•i'•' '•Ati' .{•~s4~C^`~~irJ~n~Y 'I"'` ^)~ `.~'~ .,III;(.. ~C'I, ;irr ~~\•w.\.GI ,~\v \. If 1\ ~::JI•.•. ~AF~I~I \3 .,. OtJ71~J/2CG5 Di.i`~T 10:58 FA1~ i2i 01-:58526 MRY-182001 ' '1NELLRS Cq'.8K 11378 P I Ili~l Ilill VIII (Ill116111ll11 lilll 1111111111111 i 2 iIiENCORP G ,t~~~, }SAGES ,~! .- ACCT ~Doctrmcnt Prepared by &• return to: Kenneth G. Arsenault, Jr, TITLE AGENCI' OF RLORIDA, INC 10225 Ulrnerton Road, Suite 2 L&r60, I^lorida 33771 ~~~ I~~ PYaperty APPRAISLTt'S Parcel A 18/z4/16/00000/1401I210 GRANTEES SSfI: r;FC - ~5° I7H2i O~~,t,0 0 l rs _."_ IN7 PEES -may NlTF ~- fiEV ~.- •' TOTAL ~~,lo'~ CK sA0 '-'~~uU ---~~- C~ I.:, Asti;r -. WARRA,NTS~' DEEll .~ KRf, f. DE 9LRf~FR, CLERK Uf CGURT _, pI}ELt1tS C(YIUTY, PIURIDA ~~a002Si9 0-.15-2001 15:48:41 BJfl 51 DES-}~7dIA PINELLAS 044422 Iq:OL16l~b 1#(:ll378 6PG:1572 EPG:1594 REmROIRG 003 PRGfS 1 515.00 DOC STAMP - fiR219 3 `x14,000.00 TOTAL: $14,015,00 CK RRT.1'=NNDERED: 514,015.00 CAE: 5.00 8Y DEPUT`1 CLERI( 'T`HIS INDENTURE, made this FL _,,.~„~ day o'f h~ wY , 2001 between C & L PINEI,I,AS, 1NC., a Florida Corporation, herein afrer called the Grantor, to MLNNA-PINELLAS, LLC, a Florida Limited Liability Company, hereinafter called the Grantee, having the principal address ak: 3872 U5 I•ligfivay 19, N, Su'tc .Q. Tarpon 5grings,.FL 34689 _ WITNESSETH: That the Grantor, for and in consideration of the sum of Tcn Dollars ($10, 00), and ocher good and valuable considerations, the receipt and sufficiency of 'Which is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, enforce, convey and confirm unto the Grantee, ail that certain parcel of land ' lying aad being in the County of Pinellas, State of Florida, mare particularly described as follows: SEE EXI-IIi~IT "A" ATTACH;rD HERETO AND MADE A PART H;?1~OF SU;3JECT TO TAXES ANIa ASSES5MBNT5 FOR TPIE YEAR 2001 AND SUBSEQUENT YEARS. SCJB,ILCT TO CONIaIT10NS, RESERVATIONS, RESTRICTIONS AND EASEMENTS OF RECORD. 5UB7ECT TO GOVERNMENTAL ZONING, ORDINANCES AND BOUNDARY LINES. ~ . TO HAVE AND TO HOLD the same in fee simple forever, and the Grantor hereby covenant with said Grantee that they are lawfully seized of Said land in fee simple; t]tat they have good right and Lawful authority Co sell and convey said land; chat they hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above•written, SIGNED SEALE?17 AND DELIVERED 1N OUR, PR?SENCE: Witness k1 Name: Print Name: >"ck•.n~,C,, A~s~+gwJb. r Witness }12 Nam~c; ~ Print Name; J F~.~CQ `r ~'„~~ Esc t-I STATE OF FLORIDA COUNTY QF PINELLAS C & L PINELLAS, INC., a Florida Corporation BY: ~~ 5HIU-HUE I~AI, as President Address; Z ~`r E3$ Gt 5' !9 .yovu ~~aavcx~+vr~ 33'7S~ ~ 002 The foregoing instrument was acknowledged before me this ~~' day of Wt t-o,~ , 2001, by SHTU-I-TtJL LAI, as President of C & L PINELLAS, INC, a I'lprida Corporation who has produced a5 identification, or who is personaliy_known to me, ORIGINAL RECEIVED '-~~C - - - -~`~"v JAN - 9 2006 (SEAL] My Commission Expires; -- PLANNING DEPARTMENT gyp. °`e KfiNNE7H G, ARSENAULT, ~R. CITY OF CL'EARWATER ~~ MY COMMISSION p GC79E861 ° EXPIRES;Oeaembor2t,2002 ,,,., trended Thtu Ohl Pepuhlic 5urr'Y 09%19/2005 It10N 10:59 FAQ. 727 .`~72 1,fENCORP ~ 004 F•rNEI.l.RS COiJN~Y Fl_R , pF~F , h~EC . GK 1 137 PG 1 ~GINAL 12ECEIVED ~aN -~ zoos Exhibit "A" Legal Description PLANNING DEPARTMENT CITY OF CLEARWATER A tract of land composed of 3 pa 'call and lying In the Northeast 1/4 of Section 18, Township Z9 South, Range 16 East, Pinellas~unty, Florida being more particularly described as follows: Farce! I - , COMMENCE at the Southeast corner of the Southeast 2/4 of the 1ortheast X/4 of said Section 18 thence North D1°03'04" East for 50.00 feet to a point on the North right-of-way of Gulf-CO-13ay Boulevard (also known as Stake Road 6D); thence Narth 69°41'28" West (North 89°42'43" West Deed) along said North right-of-way for 200.02 feet (200.03 feat Deedj to the Point of Beginning; thence North 45°40'48" East (North 4S°40'06" East Deed) for 14?.33 feet (142,55 Deed} to a point on the Westerly right-of-way of U.S. Highway 19; thence North 01°03'b4" East along said Westerly right-of- way for 200,00 feet; thence North 89°41'2$" West (North 89°42'43" West Deed) along a line parallel to said North right-of-way of Guif-t~-Bay Boulevard for 200.00 feet; thence Sauth O1°D3'04" West along a line parallel to said Westerly right-of-way of U.S. Highway 19 far 300.00 feet to a point on said Northerly right-of-way of Guff-ko-Bay Boulevard; thence South 89°41'28" East (South 89°42,'43° East Deed) for 100.00 feet to the Point of Beginning, AND TOGETHER WITH: Parcel II COMMENCE at the Northeast corner of Narkheast 1/4 of sa-d Seckion 18; thence North 89°30'14" West along the North line of said Section 1$ for 100.01 feet (100.02 leek Deed) to a point on the westerly right-af-way of tJ.S. Highway 19; thence SauklS 01°03'04" Wesk along said westerly right-of-way for 2,182.24 fast (2,1$1.24 heed) to the Point of Beginning; (said Point of Beginning lying North OS°03'04" East 450.00 feet from the intersection of the North right-of-way of Guff-to-i3ay Boulevard and the West right-of~way of U.S. Highway 19}; thence North 89°41'28" West (North 89°42'43" West Deed) aiong a line parallel ko the northerly right-of-~vay of said Gulf-to-Bay toulevard for 400.00 feet; thence South O1°03`04" West along a line parallel with said westerly right-of-way df U.S, Highway 19 for 300.00 feet; thence South 89°41'28" East (South 89°42'43" East Deed) along a line parallel Co said northerly right-of~way of Gulf-ta-Bay $oulevard for 20p.00 feet; thence North 01°03'04" East along a 11ne parallel with said westerly right-pf-way of U. S. Highway 19 for 150.00 feet; khence South 89°41'28" East (Soukh 89°42'43" East deed) along a Ilne parallel with said northerly righk-af-way of GuJf-t®-Bay Boulevard for 200,00 feet; thence North OS°03'04" East a{ong Bald westerly right-of-way of U.~: Highway 19 for 1,50.00 feet to khe Point of Beginning. AND TOGETHER WITH: Parcel III CQNIMENCE at the Northeast corner of the Northeast 1/4 of said Section 1$; thence North 89°30'],4" West along the North line of said Section 18 far ib0.0i feet (100,02 feet Deed) to a point on the westerly right-of-way of U.S. Highway 19; thence Soukh O1°0'04" West along said westerly right-of- way for 2,032,24 feet (2,031.24 feet Deed); thence North 89°41'28" West (North 89°42'43" West Deed) along a line parallel with the northerly right-of-way of Gulf-to-Bay Boulevard for 150.00 feet to the Point of Beginning (said Point of Beginning Iying North O1°Q3'04" East 600.00 feet from the Intersection of the North right-of~way of Gulf-CO-Bay Boulevard and the West right-of-way of U.S. Highway 19); thence continue North 89°41'28" West (North 89°42,'43" West Deed) along a line parallel to said northerly right-of-way of Gulf-to-Bay Boulevard for 250.Op feet; thence South O1°03'04" West along a line parallel to said westerly right-of-way of U.5. Highway 19 for X50.00 feet; thence South 89°41'2Ei" East (South.89°42'43" East Deed) along a fine parallel with said northerly right-of-way of Gulf-to-Bay [3oulevard for 250.00 feet; khence North 01°03`04" East along a line paralle- with said westerly right-of-vray of U.S. Highway 19 For 150,00 feet to the Point of Beginning. ALL BEIIJG MbFt>r PARTICULAAirY DESCRIBEp A5: O~J/1~J/2005 T,40N 10:58 F91 i27 ~72 ,IIENCORP ~ OOa • ~ INELLRS COUNTY FAR, ',REC,BK 11G7B PG 1574 -- '~~ ' CbMMENCE at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 18' thence North O1°03'04" East for 50,00 feet to a point on the North right-of-way of Gulf-to-Bay boulevard (also known as State Road 60); thence North 89°41'28" West along said North right-of-way for 200.02 feet to the Point of Beginning; thence North 45°40'48" East for 142.33 feet to a point on the westerly right-of-way of U.S. Highway i9; theme Noah OL°03'04" EasC along said westerly right- of-way far 350.00 feet; thence North 89°41'28" West along a line parallel to said North right-of-way of gulf-to-Bay boulevard for 150.00 Feet; thence North 01°03'04" East along a Ilne parallel with said westerly right-of-way of U.S. Highway 19 for 150.00 feet; thence North 89°41,'28" West slang a I1ne parallel to said northerly right-of-way of Gulf•to-Bay Boulevard for ZS0.00 feet; thence South O1°03'04" West along a line par''allel to said westerly right-of-way of U.5. Highway 1.9 for 450.00 feet; thence South 89°41'28;'..East along a Ilne parallel with said northerly right-of-way of Gulf-to-Bay Boulevard for 200.00, feet; thence South 01°03'04•" West along a line parallel with said westerly right- of-way of U.S. Highway 19 for 150.00 feet; thefite South 69°41'28" East, along the North right-of-way line of Guif-to-t3ay Boulevard for iDO.OD feet to the Point of geginning. ,~. ORIGINAL RECEIVED JAN - 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ~osT 32 Rooms, N ~st~~ Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report DescriptionllTE Code Units Expected Expected PM Peak PM In PM Out Units Daily Trips Trips -Total Truck Terminal 030 Acres General Li ht Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross Sin le Famil Homes 210 DU A artments 220 DU Mobile Home Park 240 DU Assisted Livin 254 DU All Suites Hotel 311 Rooms 32.0 157 13 6 7 Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Da care Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Buildin Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Sho in Center 820 Rate TSF Gross Quality Restaurant 931 TSF Gross Total In Out Hi h Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food wlo Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Onl 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Su ermarket 850 TSF Gross Convenien. Mkt O en 24 hrs 851 TSF Gross Convenien. Mkt O en 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pum s 853 TSF Gross Discount Club 861 TSF Gross Pharmac /Dru store w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes Y:\f'ublic\Agency Apps\FDOT\[tripcalc_16.x1s]Calculations 20-Sep-05 (7 S Z OZ ~ In Z m ~ m~ D ~ ~ cfl mG) m ~ Z -a 157 13 w'Lunch Peak 146-364 two way trips ., • Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description/ITE Code Units Expected Expected PM Peak PM In PM Out Units Daily Trips Trips -Total Truck Terminal 030 Acres General Li ht Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross Sin le Famil Homes 210 DU A artments 220 DU Mobile Home Park 240 DU Assisted Livin 254 DU All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Da care Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Buildin Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Sho in Center 820 Rate TSF Gross i.3 56 5 2 3 Quality Restaurant 931 TSF Gross Total In Out Hi h Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Onl 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Su ermarket 850 TSF Gross Convenien. Mkt O en 24 hrs 851 TSF Gross Convenien. Mkt O en 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pum s 853 TSF Gross Discount Club 861 TSF Gross Pharmac /Dru store w! Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes N'Lunch Peak 146-364 two way trips f • 56 Y:\Public\Agency Apps\FDOT\[tripcalc_16.x1s]Calculations 20-Sep-05 O O ° ~ c" LAND PLANNING c f~,,~;,~~~~ ~~~~ ~~,~ ENVIRONMENTAL ~ E~~' TRANSPORTATION ~ January 5, 2006 City of Clearwater Development Review Comments 100 S. Myrtle Clearwater, Florida 32755 Reference: Holiday Inn Express Addition Case Number: FL S2005-11085 2570 Gulf To Bay Blvd NES Project #0571 The following responses reflect information regarding the DRC Stormwater comments: We have redesigned the drainage plan and calculations to treat the new parcel as a separate site and not discharge into the Holiday Inn Express existing pond. The Treatment Volume was calculated as follows: • 30,000 SF (TOTAL LAND AREA THIS SITE ) • '/2" TREATMENT OVER THE SITE • 30,000 X .5/12=1,250 CF REQUIRED TREATMENT PROVIDED IN SWALES 1,2 & 3 = 1,254 CF We have applied for "Payment In Lieu Of' for the attenuation and provided treatment in shallow swales that are now located in the landscaping areas. Payment In Lieu has been tentatively approved as we are saving some specimen trees. The DRC comments are not applicable now as the sites are not sharing treatment and attenuation. The comment concerning the as-built pond location has been addressed on the plans requiring the contractor/developer to re-construct the pond completely within the subject property. Please don't hesitate to contact me if you have any questions. Very trl!Ey'~~urs~"'0pd,, \,;~ a ..Y .,..,. ~.~•~ r«_ NORTl~SIDE EN~~!~I~`FEQING SERVICES, INC. T ~ .~ 5?' 4A °" ~ ~ ~:~ Rarn<A~~Goel, Ph.D., ~:+~. #47431 601 CLEVELAND~'~T~E~ET,' UI'TE 930 CLEARWATER, FLOR~1`B4`3755 NESADMIN@MINDSPRING.COM N ESTECHQMI N DS PRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ORIGINAL RECENED JAN - 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER PUBLIC WORKS DMINISTRATION 1 r at r 100 S. Myrtle Ave., #220, 33756-5520 ea ~v a PO Box 4748, Clearwater, FL 33758-4748 Phone: (727)562-4750, Fax: (727)562-4755 APPLICATION FOR PAYMENT IN LIEU OF RETENTION NAME OF SITE: T-T~ ~' LOCATION: US 19 & Gulf To Bay (SR 60) PREPARED BY Northside Engineering Services-James J. Shaw DATE: 12-29-OS OWNER'S NAME: Menna-Pinellas LLC PHONE: ADDRESS: 38724 US 19 Tarpon Springs, F134689 CONTRACTOR /REPRESENTATIVE (if any): James J. Shaw, NES, Inc. PHONE 727-443-2869 ADDRESS: 601 Cleveland Street, Suite 930, Clearwater, Florida 33755 REASON FOR REQUEST To he completed by PWA using rational formula OQ- OCIA) A= TOTAL AREA OF SITE (Divide Sf by 43,560) -.29,978 Square Feet 0.688 (ACRES) DC= C ost - C re Wei hted Runoff Coefficient After Develo ment 0.66-0.33=0.33 P P ( g p ) ................................ Cpost = ((.95 x proposed impervious area) + (.20 x pervious area)) /total area Cpre = ((.475 x existing impervious area)* + (,20 x pervious area)) /total area I= 3.6 in/hr (based on 60 min. T.O.C.) ~Q = OCIA .............................................................................................................................................................................. c.f. s~ CITY OF CLEARWATER VOL. REQUIRED (OQ x 3600 sec.) ............................ c f WATER QUALITY VOL. REQUIRED (Minimum first 1/2") ................................... = c.f. VOLUME PROVIDED (must be greater than water quality volume required) ............................ C'f. TOTAL VOL. TO BE COMPENSATED BY P.I.L.O. (volume required -vol. provided) ............................................................................................................ = c.f. P.I.L.O.AREA total volume/ aft. (assumed pond depth) ................................................... = s.f ESTIMATED LAND VALUE ...................................................................................................................... _ $ per s.f. TOTAL AMOUNT DUE (P.I.L.O. area x estimated land value) ................................ _ $ *use. 95 for jloodprone area ac. Section 32.347 of the code of Ordinances of the City allows developers to make payment in the form offee-in-lieu-of charges and wave certain construction requirements. The owner understands and agrees that the Payment in Lieu of Retention must be made prior to the issuance Of a Building Permit and the City reserves the right to use subject funds fnr rnnctr~irtinn of t^ihr ctnrmwntarftirilitiv.c n.c dv.cianntvd 411 thv ('ihi Mnnnavr Owner or Owner's Representative Date ORIGINAL RECEIVED S: ESMPaymentinLieuB lank.doc Rev. 10/1/03 JAN - 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Tree Inventory Holiday Inn Expansion As required by the City of Clearwater, I have completed an assessment of all trees (6" dbh or greater) on the subject site and within 25' beyond the property lines. My opinion is set forth below as to the viability (rating of 1-5) and any potential hazards of these trees. # /Tree Size & S ecies /Ratin and other ertinent comments 1 8" Queen Palm 2 2 6" Queen Palm 3 3 6" Queen Palm 2 4 25" Laurel Oak 3 5 SO" Live Oalc 4 6 40" Live Oalc 4 7 42" Live Oak 4 8 4,7,9" Cam hor 3 9 15" Live Oak 2, co-dominate, in wires, hazard 10 12,13" Jacaranda 3 11 34" Live Oak 3, Co-dominate, in wires 12 30" Live Oalc 3, in wires, one-sided 13 27" Laurel Oak 4 14 16" Sabal 3 15 30" Camphor 3, Co-dominate, in wires 16 40" Camphor 2, Co-dominate, in wires, hazard 17 18" Laurel Oak 4, ORIGINAL RECENED JAN - 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL-1235A Butler's Nursery, Inc. 7011 75th Street North Pinellas Park, Florida 33781 (727) 544-0445 -phone, (727) 541-5027 -fax ORIGINAL RECENED NOV 10 2005 Planning Departure ? 100 South Myrtle A ~IVNING DEPARTMENT C ~.~~ ^ SUBMIT ORIGINAL SIGNED AND NDTARIZED APPLICATION ' Clearwater, Florida 3~~( OF CLEARWATER _ .-~+,,. ~_: _ =x Telephone: 727-562-4567 .~ ~ .q -~., -. i'~ Fax:"727-562-4865 ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ^ SUBMIT APPLICATION FEE ~-_- 1 ~~ CASE #: ~ _______ ~~ DATE RECEIVED: _ _________ RECEIVED BY (staff initials): _________ ATLAS PAGE #: _ __ _________ ZONING DISTRICT: _ ~ _ LAND USE CLASSIFICATION: _ _ SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: _ __ SOUTH: _~_ __ WEST: _, `--- - --- EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Project (Revised 12/30/2004) ---PLEASE TYPE OR PRINT--- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) v APPLICANT NAME: ~' ~ s ~^~~~~~~ ~ ~~~ ~ ~ _ ___ ____ T'' ..-r MAILING ADDRESS: ~V / ~ %, {_JI ~~ t t €~~! ~_E L ~ ~~LG~_.1_ 'L4 ~.C`'._k2._iZ~~{ E iL~ -i --~ `~j: ` ~l ,t ` ,ter PHONE NUMBER: `~~~t _ _ FAX NUMBER: ~.'.~_ PROPERTY OWNER(S): (Must include ALL owners as listed on {he deed -provide original signature(s) on page 6) AGENT NAME: MAILING ADDRE PHONE NUMBER: ~ ! ?~ ~~C'^-~ ~':1 ~ FAX NUMBER: ~~ ~ C , ~~.~ _ _~ ~~ ~ CELLNUMBER,a _-~S,J~° ~y~~+.~ E-MAIL ADDRESS:_~~~~J~~ ~~~C~~GiCr~~ n.: B. PROPOSED DEVELOPMENT INFff~ORMATION~: {(,~C',ode Section 4-202.A) STREET ADDRESS of subject site: ~~ ~V ~(, ~~ Cam/ ``~` ~~ • ~ ~ C ~~ _ _,- ~'. -• LEGAL DESCRIPTION: __~,..~~ ~L~~~_ ! ~ C ° ~ ~~~~ _ (if not Ilste a e, plea a note a Iocatl n of this d cumentin t e submi talj J - PARCEL NUMBER: ____.~~ ~ ~ ")/'' ~ ~.~ ~ ~ ~,^! ~~ .. ,`{~'~ ~ ~ t ~/-~ PARCEL SIZE: ____ ~~~ _~ r ..c1~_t ' ~'~". ~ ~ ° T---______ -~-_ (acres, square feet) ~) t+ PROPOSED USE(S) AND SIZE(S): t~~'--',-----~t'r''-4-i',,,1.1--L~ - (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): ___ _- -~~ _--_ -_ Attach sheets and be specific when Identifying the request (include~~a~l(l're~qu'ested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.j ---- ------~---t/--I-~•~ ,~ 3 --- ---------- -- - rC-.:G`f7~1.. ^~~ Page 1 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVttSUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLANT YES -__ NO _~/_ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4.202.A.5) ~SUBMI7 A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR 51GN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. Q 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain ow each criteria is achieved, in detail: The proposed development of the Land will be in her ony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. ~ 1` - it / '~~I .. J 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. ___-- --------------- -- ~._----,~- n - --- 1/ ) I-- _ -- ' L~ -_ Cam- ~'~ I ~ ~_ ~i- - ----- - - -- 3. - 4. The proposed development will not adversely affect the health or safety or persons residing or working in fhe neighborh~~~~roposed use. ~ ~ !~ 11 RECEIVED ---- -.~~-~---~~-~1C ~! ~_ r1---- ------------------_-_.__---------------- --- ------ ---------- ---~~~- ~~~D~J -- The proposed development is designed to minimize traffic congestion. PLANNING DEPARTMENT ~,~_ ~, --------- --- - -~;11Y~5F~LEARWATER 5. The proposed development is consistent with the community character of the (mmedfate vicinity of the parcel proposed for development. •f ~ ,l ~ f~ ~'- ~~ ' 1 ~ 6. The design of the proposed development min(mizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. -------- , ,.._. .. Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) -Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, Intensity and development standards. Page 2 of 7 -Flexible Development Comprehensive Infil! Application 2005- City of Clearwater • 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) -- 'r Air 3. The uses within the comprehensive infill redevelopment project are otherwise permitted (n the City of Clearwater. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infili redevelopment project are not otherwise available in the City of Clearwater. 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed far development. ------ -~ ~- '~ i ~ i( i 1 --- --- - - ------------- 7. The design of the proposed comprehensive Infill redevelopment project creates a form and function that enhances the community character of the Immediate viclnfty of the parcel proposed for development and Yha City of Clearwater as a whole. 8. Flexlblilty in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. :~ 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will 6e available to avoid on-street parking in the Immediate vicinity of parcel proposed for development. 10. The design of all buildings complies with the Tourist District or Downtown District design guldeilnes in Division 5 of Articla 3 (as applicable). Use separate sheets as necessary. ORIGINAL NOV 10 2005 PLANNING DEPARTMENT CIiY OF CLEARWATER Page 3 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteri Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that (nvol addition or modification of,impervious surface, including buildings, must include a stormwater plan that demonstrates compl(ance with f City of Clearwater Storm`Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. /'~ If a plan is not required; the narrative shall provide an explanation as to why the site Is exempt. ff3 At a minimum, the STORMWATER PLAN shalt include the following: _l' , Existing topography extending 50 feet beyond all property lines; ,/ Proposed grading including finished floor elevations of all structures; ~% All adjacent streets and municipal storm systems; ' ~ ~,r~' "Proposed stormwater detentionlretentlon area including top of bank, toe of slope and outlet control structure; ~/ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the Cify dal. Signature and seal of Florida Registered Professional Engineer on ail plans and calculations. r~/~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to Issuance of City Building Permit), if applicable t~Aokn ledgement of stormwater plan requirements (Applicant must initial one of the following): e `stormwater plan as noted above is included ~. _stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall b provided CAUTION - IF. APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F.,/SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ®' SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; !D' TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, Including drip lines and indicating trees to be removed) -please design around the existing trees; LOCATION MAP OF THE PROPERTY; ARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior ~ ro the submitrtal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not /deviations to the parking standards are approved; ~ GRADING PLAN, as applicable; '! PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); COPY OF RECORDED PLAT, as applicable; G. ~,I-TE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) / ,%~SITE PLAN with the following information (not to exceed 24" x 36"): Y~ ~~~~ !~ /" / All dimensions; RECEIVED r / North arrow; _r.' ~ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; l/ Location map; Index sheet referencing individual sheets included in package; 'I ND Y 1 ~ ~~~5 Footprint and size of all EXISTING buildings and structures; ,.,j,f .,, Footprint and size of all PROPOSED buildings and structures; PLANNING DEPARTMENT l/ (d .. ' Afl required setbacks; Ali existing and proposed points of access: CITY Of CLEARWATER ~,,.-~" _!i'' All required sight triangles; Identification of envirdnmentally unique areas, such as watercourses, wetlands, tree masses, and specimen ~ . trees, Including description and location of understory, ground cover.vegetation and wildlife habitats, etc; ' _ _ =~ Location of alt public and private easements; [.~""' Location of all street rights-of-way within and adjacent to the site; Page 4 of 7 -Flexible Development Comprehensive Infill Application 2D05- City of Clearwater • • Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and IiK stations, gas °~ and water Tines; / Ail parking spaces, driveways, loading areas and vehicular use areas; ~/ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); / Location of aii landscape malefiai; Location of aii onsite and offslte storm-water management facilities; ji to _ Location of all outdoor lighting fixtures; and t~tU~ t"~.. ~(~u ~ (~~j:'(X << ~ 1 `'its ~~'lF_. _i~ Location of all existing and proposed sidewalks. Q~TE DATA TABLE for existing, required, and proposed development, in written/tabular form: _~ Land area in square feet and acres; u ~ Number of EXISTING dwelling units; r_// Number of PROPOSED dwelling units; (/~ Gross floor area devoted to each use; ~ Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, Including aii paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and OR~~Nl~1~ Floor area ratio (F.A.R.) for all nonresidential uses. RECENED ~" REDUCED SITE PLAN to scale (8'/~ X 11) and color rendering if possible; NOV 1 O 2005 GY ,F OR DEVELOPMENTS OVER ONE ACRE, provide the following additional Information on site plan: 1/ One-foot contours or spot elevations on site; Offsite elevations If required to evaluate the proposed stormwater management for the parcel; pLAMNING DEPARTMENT _.jfl All open space areas; GTY OF CLEARWATER ~ j Location of ail earth or water retaining walls and earEh berms; t / Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 6" DBH or greaser, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) l~'~~ ',, LANDSCAPE PLAN; ~!,%'' All existing and proposed structures; (_i` ,r Names of abutting streets; _,b,~f,;'" .. Drainage and retention areas including swales, side slopes and bottom elevations; _~ j~ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; ~. Delineation and dimensions of ail parking areas including landscaping Islands and curbing; _i ~ " Proposed and required parking spaces; _jL Existing~trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as Indicated on i required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, Including botanical and common names; (~ Location, size, and quantities of dil existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backf8ling, mulching and protective measures; Inter(or landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); _~,,,- Irrigation notes. @` y REDUCED LANDSCAPE PLAN to scale (8'/a X 11) (color rendering If possible); /1~ IRRIGATION PLAN (required for level two and three approval); .~]¢~-~" COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive ,/ 1 ` Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 -Flexible Development Comprehensive infill Application 2005- City of Clearwater • 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in Issue (e.g. Tourist and Downtown Districts) or as part /of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. 1~ BUILDING ELEVATION DRAWINGS -all sides of all buildings Including height dimensions, colors and materials; v~REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials io scale (8 Y X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) l /Q' "1~All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. 'All PROPOSED freestanding and attached signs• Provide details includir5g locaiio ,size, height, colors, materials and. drawing; freestanding signs ~' shall include the street address (numerals) ~ a ~ ~~~ , 7; ,~ ~ ~>~Comprehensive Sign Program application, as applica~fe (separate application and fee required). ORIGINAL Reduced signage proposal (8 Yz X 11) (color), if suhmitting Comprehensive Sign Program application. RECENED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801,C) nj~ ~~ PLANNING DEPAR' ~~{•j include if required by the Traffic Operations Manager or his/her designee or If the proposed development; CIN OF CLEARW ~~' Will degrade the acceptable levetof service for any roadway as adopted in fhe Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment andlor intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual, The Traffic Impact Study musf be prepared in accordance with a "Scoptng Meeting" held wish the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement, Acknowledgement of traffic Impact study requirements (Applicant must initial one of the following): _ _ Traffic Impact Study is included. The study must Include a summary table of pre- and post-development levels of service for all roadway legs an each turning movement at all intersections identified 1n the Scoptng Melting. ___ Traff(c Impact Study is not required.,~~, ~'~} ~~~ y!SG:~~+-[:~C~ ' CAUTION:- IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the u e igned, acknowledge that all representations made in this appllca are true and accurate to the best of my knowledge and author e ity representatives to visit and photograph the property desc a in this application. nature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS ~7.~- o a d scribed before a this ~____ day of A.D 2Q~~' to me and/or by ~g~, who is personally known has produ d _ _ _`~__,_ __~____~_ as identi catioa. _ ~f/M111M101t1ENj~M1101t 1~, COIINi~Q~~ Page 6 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater 09/19/2005 15:41 7274468036 • NORTHSIDE ENG SUCS~ PAGE 03/03 ., CITY OF CLEARVVATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRATION MUNICIPAL SERVICES BU.iLDING, 100 SOUTH MYRTLE AVENUE, 2"'' FT_OOR PHONE (729)-562-4567 FAX (729) 562-4576 of ell property 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 2. That this property constitutes the property for which a request for a: (Nature 0f request) 3_ That the undersigned (haslhave) appointed and (doesldo) appoint as (hlsnt+eir) agent(s) to execute arty petitions or other documents son/ to atfeet ch pefltion; 4_ That this affidavit has been executed to induce the City of earwater, Florida to consider and act on the above described property; 5. That (I/we), the undersigned authority, hereby ce~ tha~~ e~r ~ing is true and correct. _ ~ STATE OF FLORIDa, . COUNTY OF PINEU,AS,. Before me the undersigned, an officer duly Commissioned by the laws of the State of Florida, on this ~~~ day of ~~ ~av~~ personally appeared '~~ n n~ who having bean first duly sworn dt3poses and says that he/she fuly understands the contents of the affidavit that helshe signed. e Notary Public My Commission Expires: C - / ~ -' f~ S: aDdlcatlan fortnsldevelopmerrt revieWrAfAdavlt to AuthoFlze Agent 1r,RY P ao ~ •••;'~, BRENDA L KLNVDT * * MY COMMISSION # DD 38741 i EXPIRES: June t7, 2009 ~~rFOFF~°~\OR B°°d~ ThN Budptt Notory Service: ORIGINAL RECENED ~av 1 o zoos PLANNING DEPARTMENT CIN OF CLEARWATER (Atldress or General Lncatlon) • • 'Exhibit "A" to Flexible Development Holiday Inn Expansion - 20780 U.S. Highway 19 NES Project #571 DESCRIPTION OF REQUEST: Flexible development approval to construct a four story, 28 room addition onto an existing overnight accommodation use with an increase in the height from 25' to 39' (to roof deck) and to 52.5' to top of parapet.. GENERAL APPLICABLE STANDARDS: 1. The development plan provides an expansion to the existing building that will appear seamless as the proposed design will match the exterior of the existing building. The proposed area of expansion is appropriate for the new land area being added to the site and the proposed development plan is similar or less than the scale, bulk, coverage, density of many of the older surrounding sites. The proposed expansion should continue to promote investment in the surrounding area. 2. Upon completion, the proposed expansion and subsequent improvements will substantially increase the value of the subject site, thereby providing a positive influence on the surrounding property values as well. The proposed expansion to the hotel building and the significant upgrade to the landscaping associated with this proposal will further promote development and investment in the area and along these main corridors. 3. No health or safety concerns are anticipated with the proposed development expansion as the site design adheres to all required visibility triangles, provides nicely landscaped yards along the street and provides a new building addition that meets current building code and FEMA requirements. 4. The new site that is being brought into this development proposal currently contains two curb cuts (driveway accesses) on Gulf to Bay. The proposed site design calls for deletion of the most eastern driveway to assist in minimizing traffic congestion. Additionally, the removal of the most eastern driveway located along Gulf-to-Bay on the existing hotel site will further provide increased safety to vehicular traffic. There is an existing cross access agreement between the Sunshine Inn (located just north of the site) and the Holiday Inn Express to allow access and circulation of vehicles between the two developments. The continuation of this agreement is necessary for the sites to function and remain viable. All appropriate right-of--way work permits will be obtained and requirements met. ORIGINAL RECENED NOV 10 2005 PLgNNING DEPARTMENT C11Y OF CLEARWATF~R VRIVII\I11. , RECENED NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER 5. The design of the proposed hotel expansion is consistent with the existing building and will not be in conflict with the varying character established within the vicinity. The existing hotel and planned expansion is an inviting anchorsto the corner. of a major intersection and will continue to be a cornerstone for the Community. The existing hotel site with the proposed expansion will provide further encouragement for redevelopment in the area. 6. No additional adverse effects relating to visual, acoustic olfactory or hours of operation issues will be created by the proposed expansion. All activities other than parking and use of the pool area will be conducted within the enclosed building. No restaurant use is proposed within the hotel or addition so no odors will be emitted through means of kitchen exhaust and/or discarded food placed in the dumpster on site. No visual obstructions are being created with the proposal as the majority of the setback reductions being requested are related to pavement. Comprehensive Ynfill Redevelopment Proiect Criteria (Per Robert Tefft, Planner III the deletion of the second driveway access request along Gulf to Bay this application no longer requires Comprehensive Infill approval. The following information has been retained within the narrative for clarification of the project and benefits provided to the community. The information below is for informational purposes only) 1. The expansion has been designed to provide a seamless addition to the existing building, the variances to height are necessary to provide an expansion that matches the existing building height and design. Architectural features have been carried forward to the west elevation, presenting a well articulated elevation for the western elevation as well as the south elevation. Through design, every effort has been made to incorporate the existing trees into the design of the site, provide the trees with sufficient area to remain •~ healthy and the area has actually become another beautiful focal point for the site. This site is perfectly suited for the proposed expansion and will provide the developer with the opportunity to continue serving the community. The new addition meets all required setbacks The proposed height of the parapet plays a large role in insuring the expansion appears as though it has always • been apart of the site, rather than anafter-thought addition. 2. The proposed project will not reduce the fair market value of the abutting properties. To the contrary, the expansion proposed for this site will provide improved values and continue to boost to the local economy by providing additional new and modern overnight accommodations. 3. Overnight accommodation uses are permitted uses within the Commercial zoning district and are desirable along these major corridors. The surrounding restaurant, retail and other commercial uses within the area will benefit significantly from a major hotel being located at this major intersection. 2 • 4. The hotel use is compatible with adjacent land uses that include but are not limited to, motels, restaurants, existing retail stores and the new Clearwater Mall. ~` 5. The expansion to this site is most practical and will make nice use of a property that has remained unremarkable. This proposed development expansion will continue the emerging trend of redevelopment along this corridor and will provide the immediate vicinity with nicely landscaped yards and a building and use that will promote investment, redevelopment and provide the area with visitor's that will shop, dine and provide fuel to the local economy. 6. By design, the site provides, continued form and function for the surrounding sites to the north and will provide an improved streetscape along Gulf-to-Bay with substantial landscaping. The addition and subsequent upgrades will further assist in anchoring this most visible corner of our community by providing an improved site, decreased access, an architecturally appealing building expansion and additional tourism draw to the vicinity. An easement for ingress and egress along with the adjacent Sunshine Inn property owner will be prepared and provided to Staff prior to issuance of permits and recorded prior to issuance of the certificate of occupancy. 7. The design of the proposed expansion hotel creates a function that enhances the community character and the City of Clearwater as a whole by providing an overnight accommodation use for attracting guests to the Clearwater area and not just the beach community. The proposed use at this location allows travelers an alternative to premium beachfront room prices. This will help to generate dollars for the immediate area in the way of guests spending their money at local businesses, etc. 8. No variance to parking is being requested through this application. The site design provides more parking spaces than required by codes. ~ RECENED NOV 10 2005 FLEXIBILITY CRITERIA: PLANNNVG DEPARTMENT 1. Lot area and width: No variance requested CIiY OF CLEARWATER 2. Location: No additional access points are being requested through this application. 3. Height: The requested height allows more area to remain open for landscaping along the street providing a beautiful streetscape. Based upon the location of this site, on the corner of US 19 and Gulf-to-Bay Blvd.; the 3 • • proposed height of the structure will not reduce any views of residential property. 4. No additional signage (building or free standing) is proposed at this tine. 5. Side and rear setbacks: No variances to requested 6. Front setback: No variances requested RMR 11/10/OS - NES #571 .,~ QRIGINP-~- RECENED Nov ~ 0 2005 PLANNING DEPARTMENT CIN pF CLEARWATER 4 09/19/2005 15:41 727446B0?5~ NORTHSIDE ENG SV,,r~ PAGE 02/03 LETTER D F RUTH Q R1ZAT1 D N This fetter will serve as authorization for Housh Ghayaee (agent Name) with Nolrttis~de Eno~neer~ng SeNices, Ine. to act as an agent for LLB ORIGHVAL RECENED Nov s o 2005 PLANNING DEPARTMENT CITY OF CLEARWATER (Property wner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at a as o I - -~ -3a 1 ~~. C ~ea-wa-~r~. r=-L. (Property Location) 4 NEL nty, State of F~.ORIDA. ~o ~~ C~t . (In2 /t 110.. s~d~~ . igna re of roperty Owner Print Name of Property Ow r Address of Property Owner City/ tate/Zip Cod ~t~n ~ r Title ~a~-~3s-~8~~ Telephone Number State of ,,,~, c~ r .~ n County of t' i n~(.~Q ~ The foregoing instrument was acknowledge before me this ao~ day of S4.~:_, 2005, by ~O~~n ~c~r~~ , as who is p ovally known me or who has produced _ as identification and who did (did not) take an oath. ~~'":.'"~~, BRENDA L fCLiNDT * MY COMMISSION t DD 397A17 # EXPIRES: June t7, 2009 iP'~, N°~ Bonded ThN Budget Notary Services r f OF F~~ Notary Public (Signatur ) Commission # ~ 3~ 7~ 1~ (SEAL ABOVE) (Name of Notary Typed, Printed or Stamped) 1~/1tJ/2CGS i`;~'~t 10:58 FAIT i2i ~ i1fENCORP O1-158526 MRY-18-20.1 E ' 7 '~ ' PAGES ~! LLRS~ CO .BK 113 8 PG ,rJ , IN IIIIIUIIIII{VIIIIIUIIIIII~(IIIIII11111111I1if '~ - ~cc' d ~;~c 75°.r- ~ pH'l.1 ~~~ ~.~- rs Document Prepared by & retur~u toto: ~,.` Itv7 Kenneth G, Arsenault, Ir, f=ELS TITLE AGENCY OF FLORIDA, INC, PfC 10225 Ulmertgn Road, Suite 2 REV - °-~- Larso, I^Igrida 3377} -'- Property APPRAISE'R'S - • CK BAt, C' t,:, P btT ~ ~ Parcel >+/ 18I29I161oo000/140I1210 ,~ ~ GRANTEES SS#: WARRAN'I'X DEED .~ KAf. F, DE bIAKER, Cll:RK l1F CUURI ,... pIl~LtAS Cllll?li1', FlORIDA_-_-_- I~0()2819 C6-1i3-20D1 15:48:41 b18 51 DED-ilEldfR PINELLAB 094422 Iq:0I161I=;26 BK:ll378 SPG:1572 EPG:1574 RE(IIRDlfIG D03 PROS 1 515.00 DOC STAMP - DR219 3 81GMOD0.00 TOTAL: 514,015.00 CK ARi,TFNDERED: 514,D1~.00 CfiAi~: 5.00 BY DEPUTY CLERK THIS INDENTURE, made this tl _.,,~,~ day o'f kro wY , 2001 between C & L PINLT.1~AS, INC,, a Florida Corporation, herein after called the Grantor, to MT;NNA-pTNELLAS, LLC, a Florida Limited Liability Company, hereinafter called the Gtantee, having the principal address at; _ 38724 U5 I•lighty~ 19,. N Suite 1Q~. Tarpnn Spitngs..PL 34689 WITNES$HTH: That the Grantor, for and iri cgrisideration of the sum of Ten Dollars ($10.00), and outer goad and valuable Considerations, the receipt and suf&cienCy of which is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, enforce, convey and confirm unto the Grantee, all that certain parcel of land tying aad being in the County of Pinellas, State of Plotida, more particularly described as follows: SEE EXkIII3IT "A" ATTACH;/T3 HERETO AND MADI3 A PART TIBREOF SUBJECT TO TAXES AND ASSESSMENTS ;~OR THE YEAR 2001 AND SUBSHQIJI3NT YEARS. SUBJECT TO CONDITIONS, RESERVATIONS, RESTRICTIONS AND EASEMENTS Op RECORD. SUBJECT TO GOV.ETtNMENTAL ZONING, ORDINANCES AND BOUNDARY LINES. ~ . T011AVE AND TO HOLA the same in fee simple forever. and the Grantor hereby covenant with said Grantee that they are lativfully seized of said land in fee simple; Utat they have good right and lawful authority to sell and convey said land; that they hereby fully warrant the title to said land and will defend Ute same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. IN WITN)rSS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day artd year first above-written. SIGNED SEAL)7D AND DELNERED 1N OUR pRFsSENCE: Wi#ncss fit Name: r Print Name: ~~,.•c1~C ~~sc,.cwth Witn s fl2 Narr~c: Print~ame; J Fi-~C'.~ `~ ~F t~-~Sc H C & L PTNELLAS, INC., a Plorida Corporation BY: ~ ~--.~ SH1U-HTJL T.At, as President Address; ~z "w 138 Gf S ! tiov~ S~(r~aucnu~+v ~ ~ 33'75'la STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 1 ~, ~ day of Vl-t yayY_.. , 2001, by SHN-I~tJL LAI, as President of C & L PfNELLAS, INC. a Florida Corporation who has produced as identification, or who is personally_known to me, Q1002 ORIGINAL RECENED AR PUBLIC - - - -~~ V (SEAL) My Cotntnission Expires: ~~'~ 1 0 2005 4y b, KENNETH G, aASeNAuLT, ~~, p~ANN1NG DEPARTMENT .r °~ MY COMMISSION q GC798661 _ " EXp1RES; December 21, 2002 r, aondsd 7hru Otd Republic 6ure'y CITY, OF CLEARWATER 179/19/2005 IifON 10:5fl FA?: 727 ~ ~2 DIENCORP Exhibit "A" Legal Description ~J 00~ l~•rNELt+RS CCUN~'Y FLR , Of`F , f~EC .8K 1 1370 PG 1573 ORIGINAL RECENED A tract of land composed of 3 pa 'cols and lying in the Northeast 1/4 of Section 18, Township z9 South, Range 16 East, Pigellas~unty, Fiorlda being more particularly described as follows: Parcel I NOV 10 2005 PLANNING CITY OF COMMENCE at the Southeast corner of the southeast 1/4 of the Northeast 1/4 of said Section 18 thence North 01°03'04" East For 50.00 feet to a paint on the North right-of-way of Gulf-to-Bay Boulevard (also knawri as Stake Road 60); thence North $9°41'26" West (North 89°42'43" West Deed) along said North right-of-way for ZOO,OZ feet (200.03 feet Deedj to the Point of Beginning; thence North 45°40'48" East (North 4S°40'08" East Deed) for 142,33 feet (142.55 Deed) to a point on the Westerly right-of-way of U.S. Highway 1'9; thence North 01°03'04" East along said Westerly right-of- way for 200.00 feet; thence North $9°41'28" West (North 89°42'43" West Deed) along a line parallel to said North right-of-way of Gulf-tt~-Bay Boulevard for 200.00 feet; thence South O1°03'04" West along a line parallel to said Westerly right-of-way of U.S. Highway 19 for 300.00 feet to a point on said Northerly right-of-way of Gulf-to-Bay Boulevard; thence South 89°41'28" East (South 89°g2'g3° East Deed) for 100.00 feet to the Point of Beginning. AND TQGE-fHER WITH: Parcel TI COMMENCE at the Northeast corner of Northeast i/4 of said Section iB; thence North 89°30'14" West along the North line of said Section 1$ for 100.01 feet (100.02 Feet Deed) to a paint on the westerly right-pf-way of U.S. Highway 19; thence Saukh 01°03'04" West along said westerly right-of-way for 2,182.24 feet (2,1$1.24 Deed) to the Point of geglnning; (said Point of Beginning lying Borth 01°03'04" East 450.00 feet from the intersection of the North right-of-way of Gulf-ko-gay Boulevard and the West right-of-way of U.S, Mighway 19}; thence North 89°41'28" West (North 89°42'43" West Deed) along a line parallel ko the northerly right-of-way of Bald Gulf-to-Bay ioulevard far 400.00 feet' thence South O1°03`04" West along a line parallel with said westerly right-of-way of U.S. Highway 19 far 300.00 feet; thence South 89°41'28" East (South 89°42'43" East Deed) along a line parallel to said northerly right-of-way of Gulf-to-Bay Boulevard for 200.00 feet; thence North 01°03'04" East along a line parallel with said westerly right-af-way of U. S. Highway 19 for x,50.0'0 feet; khence South 89°41',8" East (South 89°42'43" t~ast Deed) along a line parallel with said northerly righk-af-way of Gulf-to-Bay Boulevard for ZOD.00 feet; thence North 01°03'04" East along Bald westerly right-of-way of U.~; Highway 19 for 250.00 feet to the Point of Beginning. AND TOGETHER WITH: parcel III COMMENCE at the Northeast corner of the Northeast 1/4 of Sold Section 1$; thence North 89°30'!,4" west along the North line of said Section i8 for 1Q0.01 feet (100,02 feet Deed) to a point on the westerly right-of-way of U.S. Highway 3.9; thence South 01°03'04" West along said westerly right-of- way for 2,032,2.4 feet (2,031.24 feet peed); thence North 89°41'28" West (NOrkh 89°42'43" West Deed) along a line parallel with the northerly right-of-way of Gulf-to-Bay Boulevard for 150.00 feet to the Point of Beginning (said Point of Beginning lying North 01°03'04" East 600.00 feet from the Intersection of the North right-of-way of Guif~to-bay boulevard and the West right-Of-way of U•5. Highway 19); thence continue North 89°41'28" West {North 89°42'43" West Deed) along a line parallel to said northerly right-of-way of Gulf-to-Bay boulevard for 250.00 feet; thence South O1°03'04" West along a line parallel to Bald westerly r(ght-of-way of U.S. Highway 19 for X50.00 feet' thence South 89°41'213" East (South, 85°42'43" East Deed) along a fine parallel with said northerly right-of-way of Gulf-to~Bay Boulevard for 250.00 feet; thence North 01°03'04" East along a line parallel with said westerly right-of-way of U.S. Highway 19 for' 15Q,00 feet to the Point of Beglnrling. ALf_ BEING MQaE PARTICU(ARLY QESCRIBEt~ AS: O~J/1~J/2005 Tt10N 10:58 F9T i2i ~2 1fENCORP - ~ ~ iNEI.LRS COUNTY FI-fl , QI OOa ~~ ' , iTEC , 8K 1 1378 PG 1574 '-.. ' COMMENCE at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 18~ thence North 01°03'04" East for 50.00 feet to a point on the North right-of-way of Gulf-ko-Bay Boulevard (also known as State Road 6D); thence North 89°41'28" West along said North right-of-way for 200.02 feet to the Pglnt of Beginning; thence Norkh 45°40'48" East for 142.33 feet to a point nn the westerly right-of-wa.y of U.S. Highway 19; thence Nortih O1°03`04" East along said westerly right- af-way for 350.00 felt; thence North 89°41'28" West along a line parallel to said North right-of-way of gulf-to-Bay boulevard for 150.00 feet; thence North D1°03'04" East along a line parallel with said westerly right-of-way of U.S. Highway I9 for 150.00 feet; thence North 89°4'28" West along a line parallel to said northerly rfght•of-way of Gulf-to-Bay Boulevard for 250.00 feet; thence South O1°03'04" West along a line parallel to said westerly right-of-way bf U.S. Highway 19 for 450.00 feet; thence South 89°41'28:'..East along a Ilse parallel with Bald northerly right-of-way of Gulf-to-Bay boulevard fbr 200,00 feet; thence South O1°0304" West slang a line parallel with said westerly right- of-way of U,S. Highway 19 For 150,00 feet; thefice South 89°4x'28" East, along the North righk-of-way 1}ne of Gulf-ta-bay Boulevard for 100.00 feet to the point of Beginning. t r .a ~' ORIGINAL RECENED NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER C-9/10/2005 1IION 10:5~J F~1Y 727 D,' ~ 11lENCORP • X1005 •- Pre,by, and return to: !(ARI.EEN F, D!; B~AKI_R, CLERK OF COURT 'William J. $oyce pINELI,AS CDUNTy Ft.pRIDA INS'f# 2004374178 08/21/2004 at 02:51 PM William J• Boyce, P.A, .. OFF RAC 6K: 13839 PG; 1100.7103 DocType:Di+ED RECORDING; $35.50 69S Central Ave. Suite 200 D DoC STAMP: $3875.00 St. Petersburg, FTr 32701 727.894-2692 Pile Number: Guzy , will Gall No.: - , Parcel Identification No. 18/29116/00000/140/000 [Spaoc Above This Line Aor Recording Data] _ ,___~___. `V'V'arranty Deed (STATUTORY 7;ORM - SECTIOt1489.02, F.S.) This Ixldenture made this rith day of September, 2004 between Mark Guzy whose post office address is 2656 Stetson Cirlcle, Minden, NV 89423 of the County of Douglas, State of Nevada, grantor*, and MENNA-PZNE1.>/AS, LLC, a Florida TJimited Liability Campaxty whose past office address is 328.45 US Highway 19 N, Ps-Im Harbor, ?i L 54684 of the County of Pinellas, State oti p'lorida, grantee*, `' Witnesseth that said gantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS. ($10.00} and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt wherPOf is hereby acknowledged, has granted, bargained, and sold to the said grsntee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit: See )Exhibit "A" THIS PR(~PRIZTY IS NOT THE HOMESTEAD OF THE GRAN`pOlt. THI; GRANTOR RIarSID~S . AT 2b5G STIJTSON CIRCLE, MINDFN, N>/'VADA. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful clainrts of all persons whomsoever. x . ~~ • "Grantor" and "Grantee" arc used for singttbu er plural, as context requires. In WitD.ess 'VY'hereDf, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence; ORIGINAL RECENED NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER t)ouble7lmem 0.9/19/2005 n10N 10:59 F:1a 727 ;' ~ i4fENCORP • X008 State of Y't ~ County of '~av;.~ifa5 _ The foregoing instrument was acknowledged before me this ~~day of Septennber, 20D4 by Mark Cruzy, who [_J is personally known or [XJ has produced a driver's Iicense as identification. L ~rC [Notary Seal] ~ ~ otary F c Printed Name; ~.~ure ~~~~~~e~ '~` IVZy Commission 1/xpires: 3'~~~~prl ~"`'' `~'+e ~AYLE SARRATEA ~~ NOTARY PUBLIC ~ STATE OF NEVApq R Apps, petarded in Douglas County MY APPt Expiras Mesh 2a, 2007 • ro"'+o+ No; 99-38472-5 ~~..ti { i~ i~ ORIGINAL RECENED NOV 10 2005 PLANNING DEPARTMENT CIiY OF CLEARWATER Wnrranry Deed {$rarurory Forni) - Ynge 2 DoubleTlmea ~Ofl/19/2005 h10N 10:59 PA?C 727 ,' ~ b1ENCORP • [1007 . , ~ r ~ `~ ~X~II$IT "A" Parcel z: ~,/ QPFIR~CLBK Ir'366YPb~R359 Commence at the Northeast corner of Section 18, Township 29 South, Range 16 East and run North 89 degrees 39'7,9" bleat, 100.02 feet; thence South 01'ciegrees 03'04" West, 2531,29 feet along the west right-of-way line of rJ.s. Highway 3.9; thence South 45 degrees 4o'D8" West, 142.$ feet tq a point dti the North right-af-way line of S.R, 60 (K3u7..E To say Slvd. } ; therlCe along said Nor>rh right-qE-way line North 89 ciegreea 42'43" west, 250.00 feet tc the POINT 0){ 9EGINNINC3; thence continue North 89 degrees 92'93" Weet, 50,00 feet; thence North O1 degrees 03'04" East, 7.50.00 feet; thence south 89 degrees 42'93" East, 50.OO feet; thenoe South O1 degrees 03'04" West, 150.00 feet to the PaZNT pF $1rGI2~iNINC3. Parcel II: A portion of tfie Southeast 1/4 of the Z~ortheaat 1/4 of Section 19, Tawnshig z9 south, Range 16 East and. mare particularly described as follawa: Commence at the~Southeast corner of said Southeast 1/4 of the Northeast lJ4 of section 18, running thence along the E~eterly line of said Seoti.on 18, North 01. degree8 03'd4" East,,So.OD feet; thence North 89 degrees 42.43++ West, 3pD.03 feet to a copparweld pin on the Northerly right-of-~vay line to gulf To Say 11ouXevard (S.R. 60)(100 foot right-of-way) at the POINT pF BEGINNING; zvnning thence (1) along said line to Gulf To Say Boulevard North 99 degrees 42.43" West, 150.00 feet to a copparweld pin in a line of land now or Formerly of Howard Jahnsgr~ Incorporated oF, z:'lorida; thence (2) ~.~:png Said lzne of line of I~oward Johnson incorporated p'f Florida North 41 degrees p3'o9" East, .150.p0 feet to a copparweld pin in another line of l.ancl Y~ow or forr~erl.y of itawaxd J'ahneon inoorpozated bf Florida; thence (3? along said other line of land o>? Howard Johnson 7:ncaxparated of Florida.8outh 69 degrees 42.93?~ East, 150.00 £eet to d cc~pperweld,pin in still another 11rie of land now or fortnezly of Howard Johnson Zncarpaxated of Florida; thence (4} "` along said still another line of Howard Johnson Incorporated oi: Florida South o1 degrees 03' 04" West, 7.50.00 feet to the. l:'OINx oa• a~azNrrrNa, sA~ PARCE7~8 z AND II fiEI~7G NtORE J?R,RTIC'ULARLY DESCRIBED ,A$ FOLLOWS: Begizusing at a point found by measuring from the Northeast corner. of Section 1~, Township 29 South, Range 16 East, North ,89 decJrees 39'14" West, 100.02 feet, to the bleat right-ef--way line of X7,5. highway 1.9; thenoe South o1 degzses 03'b9" West, along said line 2531..24 feet; Chance continue along sa;i.d line "'"-'.~;<L~ Gontinuad ran next page .~, . _1• .~''- ~'` ./ ~' ,_;4 ,~ ..~. ~~~~ RECENED r~ov l 0 2005 PLANNING DEPARTMENT CITY OF CI.EARWATER 09/19/2005 hION 11:00 Fa?i i 2 i ~' Q ~2 hIENCORP • f7j 008 ~./ ' ! ~ , , P iN'CLLpg COUNTY FLR , . aFF .~~e .s~ Isaee Pa l3~9 o i . ! CgNTINUAT74Iy 0P ~XHIHIT "A" t l r t' t Sontih 45 c~egreea 40'06" West, 142.35 feet tv the NoX'th right'-of=way. line of •GUlf-Tv-day I~oulBVdrd (9tate Raid 60) ; thence Nozth 99 degree6 4.2'43" west, along said North right-.cif-wsy line, 100.OD 'Peet, to the abovemeationed PAINT bP BEGZNNZNGa .thence corltihu0 along sa~.d line North 85 degree's 6.x'43" WesC, 200.0 feet,, thence North 01 de~'ee~ o3rn4" gaet, 550.00 fast; thence, 6outh 99 degrees 42'43" 'Eae~, 2'0'0.0'0 •feet; thence 9ouCh D1 degrees 03.'06" West, 150.00 feet to the aforemettt3an~d POINT. Q8 8~4IN~iINO. • 1~ ~ .,~ Y ' t 1 s ' t :' t ' , .{ • ~ I~ J 1•,:;. °" ;,. . . ~ . ;~; n~'~ ~ ., .> r t • !~~• ... -, ar ~..,:.! ~ ~' ~ : ~~' . „z_ ORIGINAL RECENED NOV 10 2005 . PLANNING. DEPARTMENT . ~ ~ CITY OF. CLEARwATER Y I. h •~ fi: !'•~~.. 6' ~' ~~~ .?'41~i^`f.,.'ii.1 ~:.•. ~ ~~ :.ryd 1' •l+.~A~•, y`1+c~;i.. ~~r-~y, t..kw.' .S.SJY::f.. {IuA~. ._ tio~Y~ ~.. ^Y~-: ~~!"~^ '.`. ~ .. ~,.. lai~ 1, ;ve. r.. ,d.~nyw~`.A... 1 ~~~`l,}, ~~ a,^~~l h~.ii~.ww~~~:M •'~' i{T s~ STORMVVATER REPORT FOR: HOLIDAY INN EXPRESS ADDITION ,~ ,~ ~l\/IL • LAND PLANfJING • ENV1ItOf~MENTAL • ~T'RAI~SPORTATIO~~ • Ram A. Goel, Fho.Q., P.E.. #47431 September, 2005 Project No. 0571 ORIGINq~ RECEIVED NOV 10 2005 601 CLE~IELANG STREET, iUi"i E 930 CLEARWp.TER,'fLt?RiDA 33755 rlE5,4DMiN~~IMiNDSPRING.COM NES"fEC_NC~MII`IDSPRING.COAh PLANNING DEPARTMENT CITY OF CLEARWATER .i i DRAINAGE NARRATIVE FOR HOLIDAY INN EXPRESS ADDITION The proposed construction activity consists of construction of 32 additional hotel units and concomitant utility, parking and landscaping within a property area of 115,754 sf. This resultsin the following: • REMOVAL of 74,820 S.F. existing impervious area. • Construction of 75,738 S.F. proposed impervious area. • This yields a net INCREASE of 918 S.F. of impervious area The proposed water quality treatment is equal to %2" of treatment quality over 115,754 sf of the proposed work area totaling a volume of 4,823 cf. Recovery of this volume is through 55' of a perforated sock 6" PVC underdrain and occurs within 23 hours of the rainfall event. 25 yr/24-hr post development discharge does not exceed 25yr/24-hr pre- development discharge. Overflow is through the top of the control structure fitted with a grease skimmer and into a 14" x 23"RCP which discharges to an existing City's storm water drainage system. :t ,~ ORIGINAL RECENED NOV 10 2005 PLANNING DEPARTMENT CIiY OF CLEARWATER PROJECT NAME: PROJECT NO. EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= CN CALCULATIONS HOLIDAY INN EXPRESS ADDITION 0571 115,754 SF = 2.66 ACRES 74,820 SF = 1.72 ACRES 0 SF = 0.00 ACRES 40,934 SF = 0.94 ACRES TOTAL DRAINAGE AREA= 115,754 SF IMP. AREA= 74,820 SF OF IMP. AREA @ CN = POND AREA= 0 SF OF POND AREA @ CN = PERV. AREA= 40,934 SF OF PERV. AREA @ CN = (LAWN IN FAIR CONDITION, TYPE A) CN = 80.67 T.O.C. = 15 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA=- POND AREA= PERV. AREA= CN CALCULATIONS 115,754 SF = 75,738 SF = 6,897 SF = 33,119 SF = 2.66 ACRES 1.74 ACRES 0.16 ACRES 0.76 ACRES TOTAL DRAINAGE AREA= 115,754 SF 1MP. AREA= 75,738 SF OF IMP. AREA @ CN = POND AREA= 6,897 SF OF POND AREA @ CN = PERV. AREA= 33,119 SF OF PERV. AREA @ CN = (LAWN IN FAIR CONDITION, TYPE A) CN = 81.24 :~ is T.O.C. = 15 MINUTES 98 100 49 98 100 39 ORIGINAL RECENED NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ~ ~ PROJECT NAME : HOLIDAY INN. EXPRESS ADDITION PROJECT N0. 0571 COMBINED POND STORAGE DATA T.O.B. EL.= DHW = T.V. EL.= BOTTOM EL.= ORIGNVAL RECENED NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER STAGE ft-NGVD AREA SF AREA AC STORAGE, CF 51.00 6,898 0.158 13,617 50.50 6,112 0.140 10,365 50.25 5,719 0.131. 8,886 50.10 5,483 0.126 8,046 50.00 5,325 0.122 ~ ~ 7,505 49.70 4,854 0.111 5,979 48.60 3,124 0.072 1,591 48.50 2,966 0.068 1,287 48.00 2,180 0.050 0 .,~ :k' TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = 115,754 SF REQUIRED WATER QUALITY DEPTH = 0.50 IN REQUIRED WATER QUALITY VOLUME = 4,823 CF PROPOSED OUTFACE ELEVATION = 49.70 FT AVAILABLE WATER QUANTITY = 5,979 CF .. , NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: HOLIDAY INN EXPRESS ADDITION PROJECT NO.: 0571 VOLUME PROVIDED = BOTTOM OF SLOT ELEV. BOTTOM OF POND ELEV. _ UNDERDRAIN INVERT ELEV. _ K= LENGTH OF UNDERDRAIN = SIZE OF UNDERDRAIN 5,979 C.F. 49.70 48.00 47.00 0.09 FT/MIN 55 FT 6 INCH w POND AREA (SF) = 4,854 S.F. POND AREA (SF) = 2,180 S.F. ELEV. AVG, HEAD INCR HEAD- L (AVG) HG FILTER ARE FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT S.F. CFM S.F. C.F. MIN. 49.70 4,854 2.24 0.43 2.75 0.81 86 6.32 1921 304 49.28 4 186 1.81 0.43 2.75 0.66 86 5.12 1,637 320 48.85 3,517 1.39 0.43 2.75 0.50 86 3.92 1,353 345 48.43 2,849 0.96 0.43 2.75 0.35 86 2.72 1,069 393 4$.00 2,180 TIME = 1,361 MINUTES TIME = 22.7 HOURS ORIGINAL RECENED Lvov ~ o Zoos PLANNING DEPARTMENT CITY OF CLEARWATER 0571 - Holiday Inn Express Addition ICPR Input ___= Basins __________________________________________ ___________ Name: Post-Dev Group: SASE Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac) 2.660 Curve Number: 81.24 DCIA(~): 0.00 Node: Pond Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ~, ---------------------------------------------------------------------------------------------------- Name: Pre-Dev Node: Pre-Dev Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac) 2.660 Curve Number: 80.67 DCIA(~): 0.00 Peaking Factor: 256.0 Storm Duration(hrs) 24.00 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ___= Nodes ______________________________________________________ Name: Pond Base Flow(cfs): 0.000 Init Stage(ft): 48.000 Group: BASE Warn Stage(ft): 51.000 Type: Stage/Area - - Stage(ft) 48.000 49.700 51.000 --Area(ac) 0.0500 0.1100 0.1600 Name: Post-Dev Base Flow(cfs): 0.000 Init Stage(ft): 39.800 Group: SASE Warn Stage(ft): 45.000 Type: Time/Stage n Z 0 nv C ~b C .~-1 m m ~Z ~i z' O C F-+ 0 ~l O C G.T1 ~~ ~~ v~ u Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 4 0571 - Holiday Inn Express Addition ICPR Input Time(hrs) Stage(ft) --------------- -------=------- 0.00 39.800 999.00 39.800 _~ __________________________________________________________________________________________ Name: Pre-Dev Base Flow(cfs): 0.000 Init Stage(ft): 48.000 Group: BASE Warn Stage(ft): 51.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 0.000 999.00 0.000 ___= Drop Structures ____ _____________________ ___________________ ___________ ______________ Name: Outfall From Node: Pond Length(ft): 35.00 Group: BASE To Node: Post-Dev Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 15.00 15.00 Flow: Both Rise(in) 15.00 15.00 Entrance Loss Coef: 0.500 Invert(ft): 46.150 45.600 Exit Loss Coef: 1.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw Top Clip(in) 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Sol ution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concr ete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Outfall *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 48.00 Invert(ft): 49.700 ~. '_ ,~ J. ~..~ F __j J ~y ^~ / ..1 ;, - 1 „ • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 4- 0571 - Holiday Inn Express Addition ICPR Input Rise(in): 9.60 Control Elev(ft) 49.700 ---------------------------------- ___= Hydrology Simulations _______________________________________________________________ Name: 025 ' Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\025.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 8.50 Time(hrs) --- Print Inc(min) 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100FINAL Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\100.R32 Override Defaults: Yes Storm Duration(hrs) 24.00 Rainfall File: Flmod Rainfall Amount(in) 11.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ------------------------- ___= Routing Simulations ____________________ _____________________________________________ ------ ----------- Name: 025 Hydrology Sim: 025 Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\025.I32 Execute: Yes Restart: No Patch: No ~ Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 ?s Z Time Step Optimizer: 10.000 ~ Z ~ ;~ O Start Time(hrs): 0.000 End Time(hrs): 30.00 ~ In (r~~7~ Min Calc Time~(sec): 0.5000 Max Calc Time(sec): 60.0000 m D ~ rrj Boundary Stages: Boundary Flows: -mp O O ~ t~'t Time(hrs) Print Inc(min) ~ Z -.~ • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 4 0571 - Holiday Inn Express Addition ICPR Input --------------- --------------- 50.000 15.000 ~ Group Run --------------- ----- c.~. _ BASE Yes _: ' T ~ ~ 4i ,as _ - .. •~ _ ___= Boundary Conditions _________________________________________________________________ -: ~ti Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 4. 0571 - Holiday Inn Express Addition ICPR Max Pre-Development Condition Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 025 Pre-Dev BASE 12.67; 26.141 5.010335909.433 4. ~~ ~~ z ~ ~~ m r O ~ [ *+ ~ ~ ~~ ~ ~ o o ~ .Da ~ cn m m ~ Z it i~ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 0571 - Holiday Inn Express Addition ICPR Max Post Developemnt Condition Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs Pond 025 44.046 45.000 0.0050 54470 60.268 25.868 f . 4 • • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of.l 0571 - Holiday Inn Express Addition ICPR Pond Staging Simulation Node Group Time Stage Warning Surface Total Total Total Total Stage Area inflow Outflow Vol In Vol Out hrs ft ft ft2 cfs cfs of of 025 Pond BASE 0.00 39.600 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 0.26 39.800 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 0.50 39.800 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 0.77 39.800 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 1.02 39.800 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 1.27 39.800 45:000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 1.52 39.800 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 1.77 39.800 45.000 49658 0.000 0.000 0.0 0.0 025 Pond BASE 2.02 39.800 45.000 49658 0.002 0.000 0.0 0.0 025 Pond BASE 2.27 39.800 45.000 49659 0.030 0.000 0.0 0.0 025 Pond BASE 2.52 39.801 45.000 49661 0.091 0.000 0.0 0.0 025 Pond BASE 2.77 39..804 45.000 49666 0.169 0.000 0.0 0.0 025 Pond BASE 3.02 39.807 45.000 49675 0.255 0.000 0.0 0.0 025 Pond BASE 3.27 39.813 45.000 49687 0.353 0.000 0.0 0.0 025 Pond BASE 3.52 39.820 45.000 49703 0.460 0.000 0.0 0.0 025 Pond BASE 3.77 39.830 45.000 49723 0.562 0.000 0.0 0.0 025 Pond SASE 4.02 39.841 45.000 49747 0.660 0.000 0.0 0.0 025 Pond BASE 4.27 39.854 45.000 49775 0.777 0.000 0.1 0.0 025 Pond BASE 4.52 39.869 95.000 49808 0.903 0.000 0.1 0.0 025 Pond BASE 4.77 39.886 45.000 49846 1.012 0.003 0.1 0.0 025 Pond BASE 5.02 39.905 45.000 49887 1.110 0.011 0.1 0.0 025 Pond BASE 5.27 39.926 45.000 49932 1.216 0.017 0.1 0.0 025 Pond BASE 5.52 39.946 45.000 49982 1.323 0.022 0.2 0.0 025 Pond BASE 5.77 39.973 45.000 50034 1.415 0.026 0.2 0.0 025 Pond BASE 6.02 39.998 45.000 50090 1.499 0.031 0.2 0.0 025 Pond BASE 6.27 40.026 45.000 50150 1.634 0.035 0.3 0.0 025 Pond BASE 6.52 40.056 45.000 50215 1.790 0.039 0.3 0.0 025 Pond BASE 6.77 40.066 45.000 50.286 1.910 0.043 0.3 0.0 025 Pond BASE 7.02 40.122 45.000 50361 2.010 0.047 0.4 0.0 025 Pond BASE 7.27 40.159 45.000 50440 2.166 0.051 0.4 0.0 025 Pond BASE 7.52 40.198 45.000 50525 2.342 0.054 0.5 0.0 025 Pond BASE 7.77 40.240 45.000 50617 2.474 0.058 0.5 0.0 025 Pond RASE 8.02 40.284 45.000 50712 2.561 0.062 0.6 0.0 025 Pond BASE 8.27 40.330 45.000 50812 2.769 0.066 0.6 0.0 025 Pond BASE 8.52 40.380 45.000 50921 2.989 0.070 0.7 0.0 025 Pond BASE 8.77 40.433 45.000 51038 3.250 0.074 0.7 0.0 025 Pond BASE 9.02 40.492 45.000 51165 3.519 0.078 0.8 0.0 025 Pond BASE 9.27 40.554 45.000 51301 3.762 0.082 0.9 0.0 025 Pond BASE 9.52 40.621 45.000 51446 3.987 0.088 1.0 0.0 025 Pond BASE 9.77 40.691 45.000 51600 4.318 0.092 1.1 0.0 025 Pond BASE 10.00 40.764 45.000 51758 4.667 0.096 1.1 0.0 025 Pond RASE 10.26 40.848 45.000 51942 5.199 0.100 1.2 0.0 025 Pond BASE 10.50 40.941 45.000 52144 5.792 0.105 1.4 0.0 025 Pond BASE 10.76 41.048 45.000 52293 6.598 0.110 1.5 0.0 025 Pond BASE 11.01 41.166 45.000 52344 7.459 0.212 1. 6' 0.0 025 Pond BASE 11.26 41.292 45.000 52399 8.174 0.606 1.8 0.0 025 Pond BASE 11.50 41.431 45.000 52460 10.559 1.229 2.0 0.1 025 Pond BASE 11.75 41.669 45.000 52563 23.362 2.630 2.3 0.1 025 Pond BASE 12.00 42.193 45.000 52876 48.743 6.821 3.1 0.2 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. .D _n 0~ C T D ~ ~ /V 2T~ -'-1 ~3 ~ o~ .m -' Page 1 of 3 0571 - Holiday Inn Express Addition ICPR Pond Staging Simulation Node Group Time hrs Stage ft Warning Stage ft Surface Area ft2 Total Inflow cfs Total Outflow cfs Total Vol In of Total Vol Out ... of ' 025 Pond BASE ;~ 12.25 42.973 45.000 53555 59.353 14.456 4.2 _ 0.4 .-~i ;t "'~ 025 Pond BASE 12.50 43.590 45.000 54092 48.761 20.843 5.3 0.8 .' ~;, 025 Pond BASE 12.75 43.918 45.000 54379 36.977 24.449 6.2 1.2 025 Pond BASE 13.00 44.037 45.000 54466 28.351 25.768 6.9 1.8 _ 025 Pond BASE 13.25 44.031 45.000 54464 22.767 25.707 7.4 2.3 025 Pond BASE 13.50 43.951 45.000 54407 18.342 24.811 7.8 2.8 025 Pond BASE 13.75 43.825 45.000 54297 14.488 23.398 8.2 3.3 _ 025 Pond BASE 14.00 43.661 45.000 54155 11.208 21.589 8.4 3.8 025 Pond BASE 14.26 43.481 45.000 53998 8.798 19.678 8.6 4.2 ~. 025 Pond BASE 14.50 43.304 45.000 53844 7.291 17.803 8.8 4.6 025 Pond BASE 14.75 43.134 95.000 53695 6.437 16.038 8.9 5.0 025 Pond BASE 15.01 42.979 45.000 53560 5.830 14.512 9.1 5.3 025 Pond BASE 15.25 42.843 45.000 53442 5.436 13.139 9.2 5.6 025 Pond BASE 15.50 42.720 45.000 53335 5.130 11.913 9.3 5.8 025 Pond BASE 15.75 42.614 45.000 53242 4.827 10.878 9.4 6.0 025 Pond BASE 16.00 42.515 45.000 53157 4.518 9.934 9.5 6.3 025 Pond BASE 16.26 42.428 45.000 53080 4.273 9.088 9.6 6.5 025 Pond BASE 16.50 42.351 45.000 53014 4.069 8.333 9.7 6.6 025 Pond BASE 16.75 42.284 45.000 52955 3.685 7.676 9.8 6.8 025 Pond BASE 17.01 42.221 45.000 52900 3.707 7.085 9.8 7.0 025 Pond BASE 17.25 42.168 45.000 52854 3.602 6.589 9.9 7.1 025 Pond BASE 17.51 42.119 45.000 52811 3.532 6.154 10.0 7.2 025 Pond BASE 17.76 42.076 45.000 52774 3.357 5.773 10.1 7.4 025 Pond BASE 18.01 42.036 45.000 52739 3.147 5.426 10.1 7.5 025 Pond BASE 16.26 41.999 45.000 52707 3.089 5.114 10.2 7.6 025 Pond BASE 18.51 41.966 45.000 52693 3.102 4.848 10.3 7.7 025 Pond BASE 18.76 41.938 45.000 52680 2.976 4.615 10.3 7.8 025 Pond BASE 19.01 41.910 45.000 52668 2.791 4.392 10.4 7.9 025 Pond BASE 19.26 41.884 45.000 52657 2.747 4.186 10.4 8.0 025 Pond BASE 19.51 41.661 45.000 52647 2.773 4.009 10.5 8.0 025 Pond BASE 19.76 41.841 45.000 52638 2.721 3.856 10.5 8.1 025 Pond BASE 20.01 41.822 45.000 52630 2.632 3.712 10.6 8.2 025 Pond BASE 20.26 41.803 45.000 52622 2.514 3.577 10.7 8.3 025 Pond BASE 20.51 41.785 45.000 52614 2.391 3.443 10.7 8.4 025 Pond BASE 20.76 41.768 45.000 52606 2.319 3.316 10.8 8.4 025 Pond BASE 21.01 41.751 45.000 52599 2.273 3.198 10.8 B.5 025 Pond BASE 21.26 41.736 45.000 52593 2.242 3.091 10.9 8.6 025 Pond BASE 21.51 41.722 45.000 52587 2.219 2.993 10.9 8.6 025 Pond BASE 21.76 41.709 45.000 52581 2.203 2.906 10.9 8.7 025 Pond BASE 22.01 41.698 45.000 52576 2.194 2.827 11.0 8.7 025 Pond BASE 22.26 41.688 45.000 52572 2.190 2.758 11.0 8.8 025 Pond BASE 22.51 41.678 45.000 52568 2.188 2.696 11.1 8.9 025 Pond BASE 22.76 41.670 45.000 52564 2.123 2.638 11.1 8.9 025 Pond BASE 23.01 41.661 45.000 52560 2.032 2.578 11.2 9.0 025 Pond BASE 23.26 41.651 45.000 52556 1.977 2.516 11.2 9.0 025 Pond BASE 23.51 41.642 45.000 52552 1.940 2.457 11.2 9.1 025 Pond BASE 23.76 41.633 45.000 52548 1.852 2.399 11.3 9.1 025 Pond BASE 24.01 41.623 45.000 52544 1.737 2.336 11.3 9.2 025 Pond BASE 24.26 41.611 45.000 52538 1.340 2.258 11.4 9.2 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 3. 0571 - Holiday Inn Express Addition ICPR Pond Staging Simulation Node Group Time hrs Stage ft Warning Stage ft Surface Area ft2 Total Inflow cfs Total Outflow cfs. Total Vol In of Total Vol Out of 025 Pond BASE a. 24.51 41.592 45..000 52530 0.836 2.137 11.4 9.3 025 Pond BASE 24.76 41.568 45.000 52519 0.540 1.992 11.4 9.3 025 Pond BASE 25.01 41.542 45.000 52508 0.349 1.841 11.4 9.3 025 Pond BASE 25.26 41.517 45.000 52497 0.224 1.694 11.4 9.4 025 Pond BASE 25.51 41.492 45.000 52486 0.130 1.554 11.4 9.4 025 Pond BASE 25.76 41.468 45.000 52476 0.064 1.425 11.4 9.4 025 Pond BASE 26.01 41.445 45.000 52466 0.026 1.305 11.4 9.5 025 Pond BASE 26.26 41.424 45.000 52457 0.007 1.197 11.4 9.5 025 Pond BASE 26.51 41.405 45.000. 52448 0.000 1.100 11.4 9.5 025 Pond SASE 26.76 41.386 45.000 52440 0.000 1.013 11.4 9.5 025 Pond BASE 27.01 41.370 45.000 52433 0.000 0.936 11.4 9.6 025 Pond BASE 27.26 41.354 45.000 52426 0.000 0.866 11.4 9.6 .025 Pond BASE 27.51 41.340 45.000 52420 0.000 0.803 11.4 9.6 025 Pond BASE 27.76 41.327 45.000 52414 0.000 0.747 11.4 9.6 025 Pond BASE 28.01 41.314 45.000 52409 0.000 0.696 11.4 9.6 025 Pond BASE 28.26 41.303 45.000 52404 0.000 0.649 11.4 9.6 025 Pond BASE 28.51 41.292 45.000 52399 0.000 0.607 11.4 9.7 025 Pond BASE 28.76 41.282 45.000 52395 0.000 0.568 11.4 9.7 025 Pond BASE 29.01 41.272 45.000 52391 0.000 0.533 11.4 9.7 025 Pond BASE 29.26 41.263 45.000 52387 0.000 0.501 11.4 9.7 025 Pond BASE 29.51 41.255 45.000 52383 0.000 0.472 11.4 9.7 025 Pond BASE 29.76 41.247 45.000 52380 0.000 0.445 11.4 9.7 025 Pond BASE 30.00 41.240 45.000 52377 0.000 0.422 11.4 9.7 'G n O Z 'r 70 ~~ ~ f-' ( j T 1~ r~ O ~~ 0 ~ D ~ o cr ~Z Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 V u O ~ , CIVIL c LAND PLANNING o ~~~~~~~ ~~ !~~ ENVIRONMENTALo ~~7-~ / TRANSPORTATION ~ LETTER OF TRANSMITTAL oR R~F~VED Date: Now~mbcr 10, 2001 To: Sherry L. Watkins, Administrative Analyst ~OV 1 0 2005 City of Clearwater Planning Department 100 S. Myrtle Ave, #210 P~ANNI~ DFP~1'MENT Clearwater, FL 33756 Cliy OF CtEgRyyATER Reference: holiday :Inn :Express Expansion % 2570 & 2580 t:3ulf To Bay Blvd. NES Proj# 0571. We Transmit: X Originals X_ Prints X Enclosed Under Separate Cover Addendum Mail UPS Overnight Shop drawings Pick-Up X Hand Delivered Specifications X Applications Floppy Disk Copies to: FILE By: N. Pelzer Rene uggie , P ject Tanner A. Haines 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECHQMI N DS PRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ~~c. ORIGINAL //~ FLD2005-09100 2570 GULF TO BAY BLVD Date Received: 09/30/2005 HOLIDAY INN EXPRESS EXPANSION ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 290B CLWCoverSheet .D ..~ ~ ~ ~ ~FP 3 Q 2~~5 PLANNING ~ Doti"- ~ ~ ~ 5VC5 PLANNER OF RECORD: NOT ENTERED ~~o^~ Au~orization For Disbursement Date:11/1/2005 Time:1:06 PM Vendor/Payee name: Menna Pinellas, LLC 2nd line vendor/payee name: 38724 US H 19 N STE 100 Remit to: Street / PO Box Tar on S rin s, 34689 Remit to: City, State, Zip Code Purchase orders are required for payments in excess of $2,500. Purchase Orders are required if prior year payments or expected payments have or will exceed $2,500. P.O. NUMBER (if required) RELEASE RECEIPT Provide a description or reason for this expense: Application changed from a Flexible Development to a Flexible Stardard Application reduction in fee of $730.00. If you are charging more than one account please provide additional description for each account: CHARGE TO ACCOUNT # AMOUNT TO CHARGE 1 FLD2005-09100 010-341262 730.00 2 0.00 3 0.00 4 0.00 5 0.00 6 0.00 7 0.00 8 0.00 9 0.00 10 0.00 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 Grand Total 730.00 y Full ignature ~. of person authorized to sign Purchase Order Receiver Copy: Print Name and Title of person signing ~ ~;~ ~ 5 c~ • ~ . Print this form and attach the original document(s) that validate the amount you are requesting payment for. Attach any copies that must be sent with the check. Improperly completed forms will delay check request. Please explain below if you are requesting the Finance Department not to mail check to the vendor. Created by W.M. Tedder Keyed City Clerk Document # 9821-0002 BlankrefundsExample S~pLu 11/1/2005 ~'I'• ~ Receipt #: 1200500000000009766 10:13:13AM ~p ~"= ~ Date: 09/30/2005 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2005-09100 04 Flexible Commercial 010-341262 1,205.00 Line Item Total: $1,205.00 L~ • Payments: Method Payer Bank No Account No Confirm No How Received Amount Paid Check MENNA PINELLAS LLC R D 1116 In Person Payment Total: 1,205.00 $1,205.00 ~~5 THIS IS NOT A PERMIT. 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. cReceipt.rpt Page 1 of 1 ~~,ttirrrr «~„ `\~„~ ~~~ t~ ~ rr. .., Payment History For Case #: FLD2005-09100 1 l/1/2005 10:11AM Recorded xTirpe Fee ID # Description Fees Paid .Date Paid Check # .Receipt # $Y 1)~e History FL 200509301201037050 Flexible Commercial 1,205.00 1,205.00 9/30/2005 1116 Total Fees: $1,205.00 Paid: $1,205.00 s Page 1 of 1 1200500000000009766 R_D TOTAL REMAINING DUE: 0.00 0.00 $0.00 CasePaymentHistory.. rpt Planning Department ~~' ~~ 100 South Myrtle Avenue Clearwater, Florida 33756 - ~ a-~+~..~ Telephone: 727-562-4567 ~,_ ~.~: ~,,~a+, ~;s Fax: 727-562-4865 O SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ^ SUBMIT APPLICATION FEE ~.---_ ~ ORiB1NA1. CASE #: _______ _______ ___ DATE RECEIVED: _______ __- - RECEIVED BY (staff initials): __~___ ATLAS PAGE #: ________= ZONING DISTRICT: _ _ LAND USE CLASSIFICATION: ____ SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: ___ ___ __ SOUTH: WEST: ------------ EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Project (Revised 12/30/2004) --PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER ANDI AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: ~~~-__~J Y~~ L! aS~~~~~ -' _- -- MAILING ADDRESS: ~v ~~~~(~U~( ~ _! ~_,~1[-.l VV ~ Irl~llv"/ ~DY! ~/I~o .5.~~~ PHONE NUMBER: -~~L-- _ r - FAX NUMBER: =l~- PROPERTY OWNER(S): ~~y ~ I I ~~4 G _ (Must include ALL owners as listed on he deed -provide original signature(s) on page 6) AGENT NAME: MAILING ADDRE PHONE NUMBER: I ~ ~~- FAX NUMBER: ~~~ ~/~/~J~ - - CELL NUMBER: _ ~~' ~ ! -! ~ E-MAIL ADDRESS: ~e~~2 ,(~Y7"' t~[ Eye _G~~C t B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) ~.~~~ ~~ (~ l~aD STREET ADDRESS of subject site:__ ~-_--_~~ • _~_ ----- LEGAL DESCRIPTION: -~ Y _e`~~~~~~ (if not Iiste a e, plea note a locati n of this d cumen in t e submi al) PARCEL NUMBER: ~ ~~! 1 -_ -_ • ~r Q _ / . _ /~~ % ~ / /Y -' ~ --f ~j (,,~ PARCEL SIZE: _-~ ~-/~! ~r ~ _~~(p (acres, square fdet) . , 1 , ~~ tl- PROPOSED USE(S) AND SIZE(S): ~~-~~1 I _ - ___-__- ~~_ • ----_-___---_ __-_______________-_-__ (number of dwelling units, hotel rooms or square footage of nonresidential use)~~:~~K DESCRIPTION OF REQUEST(S): _ -- - _- CS'~~~_t1A Attach sheets and be specific when identifying the request (includ~all~equested ~ de deviations; e.g. reduction in requir m r of parking spaces, sp~use, ~c.}~ ' C1TYC9FG:.F.r:r"4hi~~~ .. ~~ Page 1 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater N ~ oR~c~nia~. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PRE~df~USLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES -__ NO _~/ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ~UBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR 51GN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ^ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in har ony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. ~ I 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. ----------------------- - -------- - -- ------ ----- j---- 1/ )I - ~~~~ b~ ~----- ------- ----------------- 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use J b1~(l )~ - / -- ~~~- ---------------------------- 4. The proposed development is designed to minimize traffic congestion. --- -=-- wee ~~?i brt ~~_ ~, 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. ' ~/ tj ~~ ~ - ~ 1-- --------------------------- ---- - ---- -- --------------------=s~=---------- ---- - ~ ~ ' - --------------------- c~r~r~~v?rr 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfacto a urs o operas on impacl"s; """'"~ - on adjacent properties. --- ------------------------ -- L ~ ~ (f ~ v_. v v? uu ------- ~~e-- ~ ~ -~- -------------------- -- -------------- r Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) -Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed far development is otherwise impractical without deviations from the use, intensity and development standards. ---------------------------------------- - ----- ---- ------------- - ~,, 11 ~~ „ ,j ~, rc;sE Page 2 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater ~ ORiG~NAL 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) ___ ----~2---~~~~ ~r~.' ----------------------------------------- 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. -- --- -- `~ ~xG~~t'_t'~'-------- ---------------------- 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. -------- --------------- - 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. --- ---------- --------- --------------------------------- ' ~~ J 1 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. ----------------------------- --- ----- ------------- -------- - See~~~~~1~ ~~ tj 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. - ----- -------~J-~-~ --------- ---- ------------------ 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. I ---- ------~ -~~-e--~ - j J j J -- 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Page 3 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater ~ ORIGINAL E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invo. addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with 1 City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. , At a minimum, the STORMWATER PLAN shall include the following: /~ Existing topography extending 50 feet beyond all property lines; _/~~ Proposed grading including finished floor elevations of all structures; ~/ All adjacent streets and municipal storm systems; ' ~/'~ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; _1L A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City ual. _ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ~'~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable i~kn ledgement of stormwater plan requirements (Applicant must initial one of the following): _ stormwater plan as noted above is included _ ~_ _` stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF. APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F./SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ~' SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; @~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; t' CATION MAP OF THE PROPERTY; ip1 RKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior .VVV to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ~/ GRADING PLAN, as applicable; PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); COPY OF RECORDED PLAT, as applicable; G. E PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) z, ~~,._... ~ / ~; SITE PLAN with the following information (not to exceed 24" x 36"): (~ ~ ~ ~ 1'r7 ~` u J ~ JJJ ~1 __ All dimensions; / North arrow; -_t/ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ __~ Location map; ~',r--~ ~ 'tom' ll Index sheet referencing individual sheets included in package; J" , ~ Z~.-J Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; ~~ All re wired setbacks; FLA~t~lilVG `~' ~~~~(-t~T"••~. '- T S'~' q .CITY t'~!= C',~, M :"•» :w"ir19 r~t~ _~/~ "All existing and proposed points of access; ''"'""'"^•" -_~/ All required sight triangles; _(/ 'Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen /'~ trees, including description and location of understory, ground cover.vegetation and wildlife habitats, etc; v /Location of all public and private easements; _!f Location of all street rights-of-way within and adjacent to the site; Page 4 of 7 -Flexible Development Comprehensive Infill Application 2005- City of Clearwater V Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas /and water lines; __t_/ All parking spaces, driveways, loading areas and vehicular use areas; / Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701}; Location of all landscape material; Location of all onsite and offsite storm-water management facilities; !)- Location of all outdoor lighting fixtures; and f/tOy1'~ ,p(~0 ~C~~ a ~ (~I-S -4~Vhe _~ Location of all existing and proposed sidewalks. +) ~" ~i1 DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; /~ Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; _ Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for aB nonresidential uses. ~" REDUCED SITE PLAN to scale (8'/z X 11) and color rendering if possible; ,FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _/ One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _j,f~ All open space areas; t~~///,, Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); Streets and drives (dimensioned); _3.l' Building and structural setbacks (dimensioned); _~~ Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN: v All existing and proposed structures; ___ / Names of abutting streets; -~/~ Drainage and retention areas including swales, side slopes and bottom elevations; -~ /Delineation and dimensions of all required perimeter landscape buffers; /7'~ Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; _~ Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed ''' ///''' landscape materials, including botanical and common names; Location, size, and quantities of 911 existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and /' percentage covered; _~ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); • / Irrigation notes. l3 REDUCED LANDSCAPE PLAN to scale (8'h X 11) (color rendering if possible); C,,g'/~ I IRRIGATION PLAN (required for level two and three approval); ,~¢~" COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive ( ~+ I'~ Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 -Flexible Development Comprehensive Infill Application 2005- City of l` J .~~~~ ~ ~' ZV~~ V G8 DEvEtt;t- . ;t! SVCS S OR4GINI~L I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part /of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ,LY BU.ILDING ELEVATION DRAWINGS -all sides of all buildings including height dimensions, colors and materials; EDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (8 '/ X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ~~All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ~~All PROPOSED freestanding and attached signs Provide details includi g locatio ,size, height, colors, materials and, drawing; freestanding signs shall include the street address (numerals) ~f /~~Q /, ~~~ ~rQ-~ ~~% ~~, ~~Comprehensive Sign Program application, as applicable (separate application and fee required). Reduced signage proposal (8'/: X 11) (color), if submitting Comprehensive Sign Program application. ~Kp.~~TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) Ilp-(Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ~ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-582-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): _ Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meetting. (~ __ Traffic Impact Study is not required. ~'f! ACS j ~.S GI~G~CdC CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: I, the u e igned, acknowledge that all representations made in this applica are true and accurate to the best of my knowledge and author a ity representatives to visit and photograph the property desc ~ e in this application. of property owner or representative '1 ~_, __ ,~ ~1~~~~C~/w~~~k., .,..........; S s ~ ;{ ^~? ~ ~ Zi,~~ ~ i ~ i i w.~f STATE OF FLORIDA, COUNTY OF PINELLAS ~~y of a d scribed before a this __ _ A.D 20~~ to me and/or by C~c~, who is personally known has produ d _______^___ ________ as Infill Application 2005 09/19/2005 15:41 7274468036 NORTHSIDE ENG S1 PAGE 03/03 ARWATER ~R~C~~~~ CITY OF CLE AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADM1(NI5TRATION MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"'' FT_DOR PHONE (727)-562-9567 FAX (727) 562-4576 at all propeRy owners) 1. That (1 amlwe are) the owner(s) and record title holder(s) of the following described property: 2. That this property constitutes the property for which a request for a: (Nature of request) 3. That the undersign~~ed~~(has/have) appointed and (does/do) appoint /Vc~r~ S-ole, ~rt4i~~1 ro~cy_ as (hlshhek) agent(s) to execute arty petitions or other documents eery to asTechgtlch petition: 4. That this affidavit has been executed to induce the City of earwater, Florida to consider and act on the above described property; 5. That (I/we), the undersigned authority, hereby ce - tha~ e~r~~ing is true and correct. ~ STATE OF FLORIDA, COUNTY OF PINELL.AS Before me the undersigned, an officer duly commissioned by the laws of the State of Flnrlda, on this ~~~ day of ~~,, ,~~ personally a"eared '~d n n~ who having been first duly sworn d poses and says that helshe fully understands the contents of We atTrdavit that he/she signed. Notary Public My Commission Expires: G - / 7' d S: epplketlon fortns/develoQmertt review/Atfldavlt to Authorize Agent Sr,µY P ro ; •••:;°r~ BRENDA L IQJNDT * * MY COMMISSION # DD 397417 ,~ P EXPIf;ES: June 17, 2009 +rFOf r~a~`~ Bonded 7htu Budget Noary Service:: ~D ~~~~OC~~ ~ ~~ ~r~ ~ ~ 2~~'S ~ i.~ ~~ ~...., PLANNtN , ~ pFyf.iC;r . , -:r (Address or General l.ncalion) « ~ cR~e~~va. 'Exhibit "A" to Flexible Development -Comprehensive Infill Redevelopment Holiday Inn Expansion - 20780 U.S. Highway 19 NES Project #571 DESCRIPTION OF REQUEST: Flexible development approval through Comprehensive Infill to construct a four story, 32 room addition onto an existing overnight accommodation use with an increase in the height from 25' to 39' (to roof deck) and to 52.5' to top of parapet.. Additionally, a request is being made to allow direct access to a major arterial street (Gulf-to-Bay Boulevard). GENERAL APPLICABLE STANDARDS: ~ 1. The development plan provides an expansion to the existing building that will appear seamless as the proposed design will match the exterior of the existing building. The proposed area of expansion is appropriate for the new land area being added to the site and the proposed development plan is similar or less than the scale, bulk, coverage, density of many of the older surrounding sites. The proposed expansion should continue to promote investment in the surrounding area. 2. Upon completion, the proposed expansion and subsequent improvements will substantially increase the value of the subject site, thereby providing a positive influence on the surrounding property values as well. The proposed expansion to the hotel building and the significant upgrade to the landscaping associated with this proposal will further promote development and investment in the area and along these main corridors. ~ 3. No health or safety concerns are anticipated with the proposed development expansion as the site design adheres to all required visibility triangles, provides nicely landscaped yards along the street and provides a new building addition that meets current building code and FEMA requirements. Although a request for an access to Gulf to Bay is a part of this application, the proposed access will provide improvement to the existing site situation as there are currently two access points for Gulf to Bay on the site being added to this development. It is the intent of the developer to work with the City in establishing the safest and most effective means of access; such as providing a long and broad flare and providing the appropriate spacing from adjacent driveways. 1 4. The site that is being brought into this development proposal currently contains two curb cuts (driveway accesses) on Gulf to Bay. The proposed site design calls for deletion of the most eastern driveway to assist in minimizing traffic congestion. There is an existing cross access agreement between the Sunshine Inn (located just north of the site) and thet • ~ id~~ ~,3r~~ ~g p ~ l' (s ~- ~!!~ ^, ~ ~ j ~ Zi,~~ 1 ~ ~ l 3 __ . CITY C~- cv ~_ .. ~~ :.-,,.:,.`? _.,-~.. • ~ 4RiGiNt~E. allow access and circulation of vehicles between the two developments. The continuation of this agreement is necessary for the sites to function and remain viable. It is the intent of the developer through this application to request a deviation to allow one of the two access points to continue. All appropriate right-of--way work permits will be obtained and requirements met. ~ 5. The design of the proposed hotel expansion is consistent with the existing building and will not be in conflict with the varying character established within the vicinity. The existing hotel and planned expansion is an inviting anchor to the corner of a major intersection and will continue to be a cornerstone for the Community. The existing hotel site with the proposed expansion will provide further encouragement for redevelopment in the area. 6. No additional adverse effects relating to visual, acoustic olfactory or hours of operation issues will be created by the proposed expansion. All activities other than parking and use of the pool area will be conducted within the enclosed building. No restaurant use is proposed within the hotel or addition so no odors will be emitted through means of kitchen exhaust and/or discarded food placed in the dumpster on site. No visual obstructions are being created with the proposal as the majority of the setback reductions being requested are related to pavement. Comprehensive Infill Redevelopment Proiect Criteria / 1. The expansion has been designed to provide a seamless addition to the existing building, the variances to height are necessary to provide an expansion that matches the existing building height and design. Architectural features have been carved forward to the west elevation, presenting a well articulated elevation for the western elevation as well as the south elevation. Through design, every effort has been made to incorporate the existing trees into the design of the site, provide the trees with sufficient area to remain healthy and the area has actually become another beautiful focal point for the site. This site is perfectly suited for the proposed expansion and will provide the developer with the opportunity to continue serving the community. The new addition meets all required setbacks The proposed height of the parapet plays a large role in insuring the expansion appears as though it has always been apart of the site, rather than anafter-thought addition. The request to allow one new access point in lieu of the existing two access points is crucial to this entire area as the surrounding developments to the north rely on each other for access, vehicular flow and vehicular function. Frankly, it would be un-neighborly for the developer to discontinue allowance of vehicular flow and access. ~--~ ~ ~ ~ ~ ~ ~ l D ~~ ,-, ~ r i .~ PL,kP+ININ~a 3 pE'~ ~ i_,,,r- ~ S~JC~r « ti oR~s;ranc. ~ 2. The proposed project will not reduce the fair market value of the abutting properties. To the contrary, the expansion proposed for this site will provide improved values and continue to boost to the local economy by providing additional new and modern overnight accommodations. ~ 3. Overnight accommodation uses are permitted uses within the Commercial zoning district and are desirable along these major corridors. The surrounding restaurant, retail and other commercial uses within the area will benefit significantly from a major hotel being located at this major intersection. ~ 4. The hotel use is compatible with adjacent land uses that include but are not limited to, motels, restaurants, existing retail stores and the new Clearwater Mall. ~ 5. The expansion to this site is most practical and will make nice use of a property that has remained unremarkable. This proposed development expansion will continue the emerging trend of redevelopment along this corridor and will provide the immediate vicinity with nicely landscaped yards and a building and use that will promote investment, redevelopment and provide the area with visitor's that will shop, dine and provide fuel to the local economy. ~ 6. By design, the site provides, continued form and function for the surrounding sites to the north and will provide an improved streetscape along Gulf-to-Bay with substantial landscaping. The addition and subsequent upgrades will further assist in anchoring this most visible corner of our community by providing an improved site, decreased access, an architecturally appealing building expansion and additional tourism draw to the vicinity. An easement for ingress and egress along with the adjacent Sunshine Inn property owner will be prepared and provided to Staff prior to issuance of permits and recorded prior to issuance of the certificate of occupancy. ~ 7. The design of the proposed expansion hotel creates a function that enhances the community character and the City of Clearwater as a whole by providing an overnight accommodation use for attracting guests to the Clearwater area and not just the beach community. The proposed use at this location allows travelers an alternative to premium beachfront room prices. This will help to generate dollars for the immediate area in the way of guests spending their money at local businesses, etc. d 8. No variance to parking is being requested through this application. The site design provides more parking spaces than required by codes. i p ~~ c~ ~ ~ ~~~ ~ .C, `~ }~ ~~ ~ ~ 2%~~ _..J j PLANr~irrr ~ ~~~,. ~ .,_.._. ~ ut.~~f FLEXIBILITY CRITERIA: 1. Lot azea and width: No variance requested S e~~~~rv,a.~. 2. Location: A request is being made to allow direct access to a major arterial street (Gulf-to-Bay Boulevard). 'The request to allow one new access point in lieu of the existing two access points is crucial to this entire azea as the surrounding developments rely on each other for access, vehiculaz flow and vehiculaz function. As stated above, it would seem un-neighborly for the developer to discontinue allowance of vehicular flow and access for the surrounding sites. The continuation of one of the two access point is actually more important to the welfare of the surrounding business than the developer of the expansion site, in the spirit community support the developer is attempting to continue providing the surrounding business with the tools for continued success. Additional it is the intent of the developer to work closely with the City in establishing the safest and most effective means of access; such as providing a long and broad flare and providing the best available spacing and placement of the newly constructed access point from adjacent driveways. 3. Height: The requested height allows more area to remain open for landscaping along the street providing a beautiful streetscape and provides more area to promote and protect the health and welfaze of the beautiful oaks contained on this site. Based upon the location of this site, on the corner of US 19 and Gulf-to-Bay Blvd.; the proposed height of the structure will not reduce any views of residential property. 4. No additional signage (building or free standing) is proposed at this tine. 5. Side and rear setbacks: No variances to requested 6. Front setback: No variances requested RMR 9/29/05 -NES #571 ~p ~c~~~~~r~~, ~~~~~ ..:_. a ~ Z~„-~ .! d. 4 09/19/2005 15:41 7274468036 NORTHSIDE ENG SVCS LETTER ID F RUTH Q RIZATI (~ N PAGE 02/03 oR4s~,N~a~_ This letter will serve as authorization for Housh Gho~aee tagent Name) with Nofrthside Engineering Services, Inc. to act as an agent for LL ~ (Property wner's Name) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located at (Property Location) ELL~1~ County, State of FLORIDA. re of f~roperty Own a~ Address of Property Owner a ~ ~ ~ ~ ~~8 City/ tate/Zip Cod State of b r~ County of >I'' i n~(.~4 tea r~ iL ~~ C . M.e n~ ~ s;d~~ Print Name of Property Ow r I~I~,n r Title ~a~-93s-88-`~ Telephone Number The foregoing instrumenk was acknowledge before me this a°~ day of S~, 20 OS, by ~I b~v~ ~tr,/~n~. , as who is p ovally known me or who has produced _ as identification and who did (did not) take an oath. ?o~rR:•P~ BRENDALKLMIDT * MY COMMISSION 1 OD 397417 " EXPIRES: June 17,2009 s'~, P~ Bonded Thru Budget Notary Services r FOF F~~ Notary Public (Signatur ) Commission # ~~ 3~ 7~ ( (SEAL ABOVE) (Name of Notary PIANNi ,r ~ OL~+cL s'*~ .'~ 'a 3 CITY C1F Cl. ~ r'~.:'~h~rt i'_f~ • . ~EN BUL..., CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2005208694 05!37!2005 at 02:26 PM OFF REC BK: 14347 PG: 139-145 P~R~^PARED BY AND RETURN TO : Doc7ype:MOD RECORDING: $67.00 Emi.:1 C,. Pratesi, Esquire Ri.cha:rds, Gilkey, Fite, Slaughter, p^~ n Pratesi & Ward, P. A. ®1~-~ ~ ~j 1253 Park Street 000" C:Lear.water, EL 33756 MODIFICATION AND AMENDMENT TO DOCUMENTS This Agreement made this ~y day of _ /i --- 2005, by and between MENNA-PINELLAS, LLC, a Florida limited l.:iabi:Lity company ("Lender/Grantor"), whose post office address i.s L'. O. Box 1297, Tarpon Springs, FL 34688-17_97, and CI111ABRiA ENTERPRISES INC., a Florida corporation, and SHAN'PIF~ SINGH ("Buyer/Borrower"), whose post office address i.s II30 West Kennedy F31vd. , Tampa, E'L 33606, and PEOPLI7S I3ANK ("Peop.l_es Bank"), whose post office address is 32.845 US }1i.ghway 19, Palm Harbor, FL 34684; W I T N E S S E T H: WHEREAS, Lender/Grantor conveyed certain property to F3uye.riFio.r.rowe.r pursuant to that certain Deed recorded i.n Of.f:.i_ciaa Record Book 14].48, Pages 2185-2188, Public Reco!~~t~ cif P:i.nel.Las County, Florida ("Deed"); and WFlE12EAS, :Lender/Grantor made a loan to Buyer/Borrower on or_ about 'the 25 day of February, 2005; and WHL;REAS, :i.n connection with said loan, Buyer/13or.ro~+a~r exr.cuted -and delivered to Lender/Grantor those re.rLa i_n '. o.-,n documenL-s desc.r_ibed .i.n E;xhibit "A" attached hereto (col_lect.ive:}.y "Loan Documents"); and WHEREAS, the Part:i.es ent:eyed :Lnto that LE:r t73.1_il Dcr~.larat:ion c R.ecip.rocal I?asements, and Ope.raL:Lon Covenants reco,,ae:i .i.n O` E.i.cial Record Book 14148, Pages 2.163 - 2184, I.~ubl:i.c. }2^cords of Pinellas County, Florida ("Dec.~.arat:Lorr") ; and J 1 ~''~~ ~ ~ 21iu5 ~~ 1 PLRNNiNG F~ ~~v~LGt~~w -a r SvCS~ ~.~._....,. c~-nr nF c; rx~~ a~;; f~~ ~ ~ ORIGINAL WHEREAS, an error exists in the legal description of the property attached to or made part of 'the Deed, Declaration, and Loan Documents which the parties wish to correct; and WHEREAS, Peoples Bank holds a lien or mortgage on all the property subject hereto; NOW, THEREFORE, in consideration of Ten Do1la.rs ($10.00) arrd other good and valuable consideration, it is agreed as Follows: 1.. The recitals contained herein are true and correct and made a part hereof. 7. The parties agree that the legal description of the pr.opcrty attached as Exhibit "A" to the Deed and to each of tFie Loan Documents is hereby amended, modified and corrected Lo the description attached as Exhibit "B" hereto and made a part hereof as if said corrected legal had been or:iginaJ_ly attached to the Deed and to each of the Loan Documents, and 'the property described in Exhibit "A" to the loan documents is released therefrom, as the legal described in Exhibit "13" hereto .is substituted therefor. 3. As to the Declaration, Exhibit "1" thereto is modiF:i.ed and amended to the description set forth in Exhib:i.t "[3" hereto; Exhi.bi_t "2" thereto is modified and am.cnded to the descri.pti_on set forth in Exhibit "C" hereto. 9. The Amendments hereto are as if the legal descriptions attached hereto we.r.e originally attached to the documents described herein and the Parties hereby ratify and con:[irm the same with the same import had said respective descr:i_pti.ons been attached to the respective instruments as -_,_w D ~ `=f ~~ ~ ~ L, set: forth herein. ~, 5. Except as modi.f.i.ed herein, Deed, Declaration and Loan Documents shall remain unchanged. 'LAN~/J+!i~VTGJ S pEV~LG~~.~~ NT SVCS .......~.ti.: `4n~ • a ~ 46,,E+11i 17 Rn7 iwi 1 ....,._ J 2 6. This Agreement is binding on the parties, their successors and assigns. IN WITNESS WHEREOF, the undersigned have eecuted this Modification and Amendment to Documents the day and year first above-written. ~_J • S'i'A'rL•' OF FLOR A couN~rY or: ,.~~~~~ _f( o f. behalf of said corporation. He is [check applicable boxJ Vn' personally known to me or. ^ produced a valid drive.r's license ~~Y~.ident:ification. The Fore oing instrument was acknowledged before me this day of 2005, by, Sham K. Chhabria as President CHHAB1tIA ENTE PRISES INC., a Florida corporation, on NU'PARIAL SEAL] S'CATE OF FLORIDA COUNTY OI' {~~~L~.~C'-1..-~ Notary:_ L~ _ -- Notary Public, S ate of F:iorida My commission expires: /~,2C'/dam The foregoing instrument was acknowledged before me this jf' day of,~Y~t~-~~ 7.005, by, SHANTIA SINGH. She =is [check app:Licable box]~ersonally known to me or O produced a valid ~~l~uer's license as identification. Notary:_ Gr t~~ -~'~ ___ ARIAL SEAL] Print _-__~-ic~- GFGC_ia.'~F%- Notary Public, State of 3~3~5~ __ My commission expires: ~~/~L/cry ~3°1`7~'PE GE' FLORA ' COUN'.CY OF _1i(jilL~~ The foregoing instrument was acknowledged before me this ~'j~ day of _~j___ 2005, b~x~`~,e~ ~~ ----' as ~r%~_ Z o.f PEOPLES BANK, a Florida [3anking Corporation, on behalf of t-he corporation.~e/She eiCher. ^ .is personally known to me or has produced ~(~, T~i~ __ 3~°i_S!~_ ,~Syl~- G, _ as identification. -- -- ---- Notary : L~~ ~' ---.c7 [NOTARIAL SEAL] Print _ ._ ~:~~~._____.._ ~~~``~"`11EIYO~~rr~'~~i Notary Pub~State oi: E'1or:i.da ~~~ p.~.~~.... UNG 'iii ~` MJSS[O,q '~ My commission expires: ///'2~/.P ~u~emberp6F'/A~ ~ i = ; ~ of , `'O .~ '" 2 ~, #DD 363656 ; ova ~:~9q'y~.y~dmN~~:~ OQ ~i i FLblit lhde, ~` //'///p~~~l 111 111~0`~`\ E. p grp/,ton i/Real G+nte/ MennaPinella5-Chhabria/MuditicntinnAmendmcnl ~4 _. a L 14v,~ ~)~ !j 4 • ®RP~~~~~ EXHIBIT "A" 1. Wraparound Mortgage which has been recorded .in Official Record Book 14148, Page 2189, of the Pub]_ic Records of Pinellas County, Florida. 2. UCC-1 Financing Statement addendum which has been recorded in Official Record Book 14148, Page 2210, of the Public Records of Pinellas County, Florida. 3. Confirmation copy of the UCC-1 Financ:~ng Statement which has been filed with the Secretary of State in and for the State of Florida as File No. 200509106380. 4. Unrecorded Security Agreement dated February 25, 2005. 5. Affidavit of No Liens and Loan Purpose of Chhabria Enterprises Inc. p ~~ ~N ~~ ~~ ~~~ r~ , r~~ ~, ~J 5 • • cRici~~,~~~. EXHIBIT "B" LEGAL DESCRIPTION A PARCEL OF LAND.BEING A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 18; THENCE N 01°03'04" E ALONG THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 18 FOR 400.00 FEET; THENCE N 89°41'28" W FOR 100.02 FEET TO A POINT ON THE WESTERLY: RIGHT-OF-WAY OF U.S. HIGHWAY 19 AND THE POINT OF BEGINNING; THENCE CONTINUE N 89°41'28" W ALONG A LINE PARALLEL TO THE NORTH RIGHT-OF-WAY OF GULF 70 BAY BOULEVARD FOR 244.26 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S 62°04'14" W FOR 27.43 FEET; THENCE N 89°41'28" W ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 68.04 FEET; THENCE N 08°41'21" W FOR 17.36 FEET; THENCE N 89°41'28" W, ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 60.76 FEET; THENCE N 01°03'04" E ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 366.14 FEET; THENCE S 89° 41'28" E ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 250.00 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF-WAY U.S. HIGHWAY 19 FOR 150.00 FEET; THENCE S 89°41'28" E ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY LINE OF GULF TO BAY BOULEVARD FOR 150.00 FEET TO THE AFORESAID WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19; THENCE S 01°03'04" W ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR 100.00 FEET TO THE POINT OF BEGIN#~11NG. ~.~w:~ ~ -~ PtAnttvlr~~; S c~Evl;s_~ar:~;,;~_~ r SV(;S. ~ ~ GR16iNf1i_ EXHIBIT "C" LEGAL DESCRIPTION A PARCEL OF LAND BEING A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 18; THENCE N 01°03'04" E FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD (ALSO KNOWN AS STATE ROAD 60); THENCE N 89°41'28" W ALONG SAID NORTH RIGHT-OF--WAY FOR 200.02 FEET TO THE POINT OF BEGINNING; THENCE N 45°40'48" E FOR 142.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19; THENCE N 01°03'04" E ALONG SAID WESTERLY RIGHT-OF-WAY FOR 250.00 FEET; THENCE N 89°41'28" W ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 244.26 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S 62°04'14" W, 27.43 FEET; THENCE N 89°41'28" W ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 68.04 FEET; THENCE N 08°41'21" W FOR 17.36 FEET; THENCE N 89°41'28" W, ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 60.76 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF--WAY OF U.S. HIGHWAY 19 FOR 83.86 FEET; THENCE S 89°41'28" E ALONG A LINE PARALLEL WITH SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 200.00 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT-OF-WAY U.S. HIGHWAY 19 FOR 150.00 FEET; THENCE S 89°41'28" E ALONG THE NORTH RIGHT-OF-WAY LINE OF GULF TO BAY BOULEVARD FOR 100.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 1.96 ACRES, MORE OR LESS. y?„w - .I ,, r-~ ~• ~ ,.... f~~ 'LANNiNG & DrrVa;l_ra~~~~~, ~ ~ SVsvS '" ""'` '''"~F" F'AGES -_„~ KARLEEN F. 0E BLRKER, CLERK OF COURT I NELLRS • CO ' ,BK 1 1378; PO ~ ~ 1572 ~ ~ CI;UNTYr ~ORIl1A IIIIIIII~uVIII~II~~W~I~IIIIIIIIItlIIU~ `- ACCT d _~ ' REC / ------------------------ ~~,~~ 19 05-18-2001 15:48:41 &1S I ps -_ 51 DED-IfE141A PIKfI.LAS ocument Prepared by & re. turn to; INT 0944 Kenneth G. Arsenault, Jr. FEES _ Iq:011626 BK:ll378 ~G:1572 EPG:1574 TITLE AGENCY OF FLORIDA, INC. P G REC~DIMG 003 PAGES 1 515.00 10225 Uhnerton Road, Suite 2 RSV - DOC STAMP - DR219 3 514,000.00 Largo, Florid 33771 ~--~-f ________ ~ ~ "' ~~ ~ ~~ TOTAL L~~L~•~ TOTAL: 514,015.00 Property APPRAISER'S - - CK t3AL -+'U CK NIT.TEMDERED: S14,015.00 Parcel ;s+ 18/29616/00000/140/1210 r~~l"IC•'~:viT __ C}{p~; 5,00 GRANTEES SSA: •: ~ -- DEPUTY CLERK ~_ WARRANTY DEED THIS INDENTURE, made this ~~ _11;~ day of 6+--NY , 2001 between C & L PINELLAS, INC., a Florida Corporation, herein after called the Grantor, to MENNA-PINELLAS, LLC, a Florida Limited Liability Company, hereinafter called the Grantee, having the principal address at: 38724 US Highway 19 N Suite 100 Taroon S r~tnas FL 34689 WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00), and other good and valuable considerations, the receipt and sufficiency of which is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, enforce, convey and confirm unto the Grantee, all that certain parcel of land lying and being in the County of Pinellas, State of Florida, more particularly described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF ~ R Q ~ ~ ~ ~ ~,,, ~; SUBJECT TO TAXES AND ASSESSMENTS FOR THE YEAR 2001 AND SUBSEQUENT YEARS. SUBJECT TO CONDITIONS, RESERVATIONS, RESTRICTIONS AND EASEMENTS OF RECORD. SUBJECT TO GOVERNMENTAL ZONING, ORDINANCES AND BOUNDARY LINES. TO HAVE AND TO HOLD the same in fee simple forever. and the Grantor hereby covenant with said Grantee that they are lawfully seized of said land in fee simple; that they have good right and lawful authority to sell and convey said land; that they hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above-written. SIGNED SEALED AND DELIVERED IN OUR PRESENCE: Witness N1 Name: Print Name: (~eN „c1E, ~ l~ v s w.a. lt• ~~~~~ Witn s N2 Natr~e: Print ame: J(z22~/ ~rz..2-CSC I-I STATE OF FLORIDA COUNTY OF PINELLAS C & L PINELLAS, INC., a Florida Corporation BY: ~.~ SHIU-HUL LAI, as President Address: Z ~'? t3 8 G(S / 9 n.~° v K ClQ4~.~.x,EN f ru. sayrc. The foregoing instrument was acknowledged before me this 1 ~ K day of yVt w~ , 2001, by SHIU-HUL LAI, as President of C & L PINELLAS, INC. a Florida Corporation who has produced as identification, or who is personally known to me. u~ _..,..._, NO'I~AR'Y PUBLIC (SEAL) My Commission Expires: P+ , ~~ KENNETH G. ARSENAULT, JR. v °. MY COMMISSION q CC798861 _ ~ EXPIRES: December 21, 2002 Bonded Thru Old Republic Surc:y f. ~ ~, -- __. PJNING 8 D~VELC7Ft~l~I:JF S1ICS ~_._.. clr~rnl=cl~~~v~tAT'~ "INELLAS COUNTY FLA, COMMENCE at the Southea~ REC , BK 1 1378 PG 1574 thence North 01°03'04" Eas er of the Southeast 1/4 of the Northeas~ 0.00 feet to a point on the North right-of-way of Gulf-totBay l8. Boulevard (also known as State Road 60); thence North 89°41'28" West along said North right-of-way for 200.02 feet to the Point of Beginning; thence North 45°40'48" East for 142.33 feet to a point on the westerly right-of-way of U.S. Highway 19; thence North O1°03'04" East along said westerly right- of-way for 350.00 feet; thence North 89°41'28" West along a line parallel to said North right-of-way of Gulf-to-Bay Boulevard for 150.00 feet; thence North 01°03'04" East along a line parallel with said westerly right-of-way of U.S. Highway 19 for 150.00 feet; thence North 89°41'28" West along a line parallel to said northerly right-of-way of Guif-to-Bay Boulevard for 250.00 feet; thence South 01°03'04" West along a Ilne parallel to said westerly right-of-way of U.S, Highway 19 for 450.00 feet; thence South 89°41'28`East along a line parallel with Bald northerly right-of-way of Gulf-to-Bay Boulevard for 200.00 feet; thence South 01°03'04" West along a line parallel with said westerly right- of-way of U:S. Highway 19 for 150.00 feet; thefice South 89°41'28" East, along the North right-of-way line of Gulf-to-Bay Boulevard for 100.00.feet to the Point of Beglnrfing. `~ D ~~~~~`~~~ ~~ ~i ,~~. ~~ PLANNINGB OE~.i t~~~ .~ rl j'/BSI ' ~a~-~ ~ ~ t- LRS COUNTY FLR , ,. ?__ ~~ ! OFF , R C , BK 1 1378 PG 1573 ~j ~~.'~n«~~ IJI ORIGINAL Legal Description A tract of land composed of 3 pa eels and lying in the Northeast 1/4 of Section 18, Township 29 South, Range 16 East, Pinellas~unty, Florida being more particularly described as follows: Parcel I COMMENCE at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of said Section 18 thence North 01°03'04" East for 50.00 feet to a point on the North right-of-way of Gulf-to-Bay Boulevard (also known as State Road 60); thence North 89°41'28" West (North 89°42'43" West Deed) along said North right-of-way for 200.02 feet (200.03 feet Deed) to the Point of Beginning; thence North 45°40'48" East (North 45°40'08" East Deed) for 142.33 feet (142.55 Deed) to a point on the Westerly right-of-way of U.S. Highway 19; thence North 01°03'04" East along said Westerly right-of- way for 200.00 feet; thence North 89°41'28" West (North 89°42'43" West Deed) along a line parallel to said North right-of-way of Gulf-tg-Bay Boulevard for 200.00 feet; thence South O1°03'04" West along a line parallel to said Westerly right-of-way of U.S. Highway 19 for 300.00 feet to a point on said Northerly right-of-way of Gulf-to-Bay Boulevard; thence South 89°41'28" East (South 89°42'43" East Deed) for 100.00 feet to the Point of Beginning. AND TOGETHER WITH: Parcel II COMMENCE at the Northeast corner of Northeast 1/4 of said Section 18; thence North 89°30'14" West along the North line of said Section 18 for 100.01 feet (100.02 feet Deed) to a point on the westerly right-of-way of U.S. Highway 19; thence South 01°03'04" West along said westerly right-of-way for 2,182.24 feet (2,181.24 Deed) to the Point of Beginning; (said Point of Beginning lying North O1°03'04" East 450.00 feet from the Intersection of the North right-of-way of Gulf-to-Bay Boulevard and the West right-of-way of U.S. Highway 19); thence North 89°41'28" West (North 89°42'43" West Deed) along a line parallel to the northerly right-of-way of said Gulf-to-Bay Boulevard for 400.00 feet; thence South 01°03'04" West along a line parallel with said westerly right-of-way of U.S. Highway 19 for 300,00 feet; thence South 89°41'28" East (South 89°42'43" East Deed) along a line parallel to said northerly right-of-way of Gulf-to-Bay Boulevard for 200.00 feet; thence North 01°03'04" East along a line parallel with said westerly right-of-way of U. S. Highway 19 for 150.00 feet; thence South 89°41'28" East (South 89°42'43" East Deed) along a line parallel with said northerly right-of-way of Gulf-to-Bay Boulevard for 200.00 feet; thence North 01°03'04" East along said westerly right-of-way of U.S. Highway 19 for 150.00 feet to the Point of Beginning. AND TOGETHER WITH: Parcel III COMMENCE at the Northeast corner of the Northeast 1/4 of said Section 18; thence North 89°30'14" West along the North line of said Section 18 for 100,01 feet (100.02 feet Deed) to a point on the westerly right-of-way of U.S. Highway 19; thence South 01°03'04" West along said westerly right-of- way for 2,032.24 feet (2,031.24 feet Deed); thence North 89°41'28" West (North 89°42'43" West Deed) along a line parallel with the northerly right-of-way of Gulf-to-Bay Boulevard for 150.00 feet to the Point of Beginning (said Point of Beginning lying North O1°03'04" East 600.00 feet from the intersection of the North right-of-way of Gulf-to-Bay Boulevard and the West right-of-way of U.S. Highway 19); thence continue North 89°41'28" West (North 89°42'43" West Deed) along a line parallel to said northerly right-of-way of Gulf-to-Bay Boulevard for 250.00 feet; thence South O1°03'04" West along a line parallel to said westerly right-of-way of U.S, Highway 19 for 150.00 feet; thence South 89°41'28" East (South.89°42'43" East Deed) along a line parallel with said northerly right-of-way of Gulf-to-Bay Boulevard for 250.00 feet; thence North O1°03'04" East along a line parallel with said westerly right-of-way of U.S. Highway 19 for 150.00 feet to the Point of Beginning. ALL BEING MORE PARTICULARLY DESCRIBED AS: • P}~e aR red by and return to: William J. Boyce William J. Boyce, P.A. 695 Central Ave. Suite 200 St. Petersburg, FL 33701 727-894-2692 File Number: Guzy _- Will Call No.: Parcel Identification No. 18/29/16/00000/140/1000 [Space-Above This Line Por Recording ~~ Warranty Deed (STATUTORY FORM -SECTION 689.02, F.S.) ORiGI;~A~ This Itlderiture made this 17th day of September, 2004 between Mark Guzy whose post office address is 2656 Stetson Cirlcle, Minden, NV 89423 of the County of Douglas, State of Nevada, grantor*, and MENNA-PINELLAS, LLC, a Florida Limited Liability Company whose post office address is 32845 US Highway 19 N, Palm Harbor, FL 34684 of the County of Pinellas, State of Florida, grantee*, , WitneSSeth that said grantor, for and in consideration of the sum of TEN AND NO/ 100 DOLLARS. ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit: See Exhibit "A" THIS PROPERTY IS NOT THE HOMESTEAD OF THE GRANTOR. THE GRANTOR RESIDES AT 2656 STETSON CIRCLE, MINDEN, NEVADA. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. + "Grantor" and "Grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. ~,. ' ~ oe ...:~ J ~. Zt,JJ ~ ~ 6 ,~ N~ Evl=lwoF,dr;l~r sVCs DoubleTimeo KAREEEN F. DE BEAKER, CLERK OF COURT PINEEEAS COUNTY FLORIDA INST# 2004374118 09/21/2004 at 02:51 PM OFF REC BK: 13839 PG; 1100-1103 DocType;DEED RECORDING: 535.50 D DOC STAMP: 53675.00 Signed, sealed and delivered in our presence: State of Y1 County of '~ o v~1y~S r The foregoing instrument was acknowledged before me this ~~ day of September, 2004 by Mark Guzy, who [_J is personally known or [X) has produced a driver's license as identification. .. . [Notary Seal] ~ ~ ~ ~ ~ otary P c ,7R''~`' °''v GAYLE SARRATEA ~T ~ "{~ NOTAAY PU6UC STATE OF NEVADA ~ Appt. Recorded in Douglas County a+v+D~ ~ My Appt, Expires March 20, 2007 No: 99.38472-5 Printed Name: ~ ~} ~~ \ Q ~ 6Ji~yLF1~'1 p ~ My Commission Expires: ~ -- *~,y - ~ ~ p ~ ~_ _w D C~~ .~~nC~I~~ f., ~- ~ ZL„3 LANNlPlG & DEVEIO~~r~i=t'd f SVsrS _...__~IY CAF ~i,.~A~'sYl~+l l;:.R ,..... ' Warranty Deed (Statutory Form) -Page 2 DoubleTlmeo • PINELLRS COUNTY FLA. OFF.REC,BK 12388 PD 1358 EXHIBIT "A" Parcel I: Commence at_the Northeast corner of Section 18, Township 29 South, Range 16 East and run North 89 degrees 39'14" West, 100.02 feet; thence South O1 degrees 03'04" West, 2531.24 feet along the West right-of-way line of U.S. Highway 19; thence South 45 degrees 40'08" West, 142.35 feet tq a point on the North right-of-way line of S.R. 60 (Gulf To Bay Blvd.); thence along said North right-of-way line North 89 degrees 42'43" West, 250.00 feet to the POINT OF BEGINNING; thence continue North 89 degrees 92'43" West, 50.00 feet; thence North 01 degrees 03'04" East, 1S0.00 feet; thence South 89 degrees 42'43" East, 50.00 feet; thence South Ol degrees 03'04" West, 150.00 feet to the POINT OF BEGINNING. Parcel II: A portion of the Southeast 1/4 of the Northeast 1/4 of Section 18, Township 29 South, Range 16 East and more particularly described as follows: Commence at the Southeast corner of said Southeast 1/4 of the Northeast 1/4 of Section 18, running thence along the Easterly line of said Section 18, North O1 degrees 03'04" East, 50.00 feet; thence North 89 degrees 42'43" West, 300.03 feet to a copperweld pin on the Northerly right-of-way line to Gulf To Bay Boulevard (S.R. 60)(100 foot right-of-way) at the POINT OF BEGINNING; running thence (1) along said line to Gulf To Bay Boulevard North 89 degrees 42'43" West, 150.00 feet to a copperweld pin in a line of land now or formerly of Howard Johnson Incorporated of Florida; thence (2) along said line of line of Howard Johnson Incorporated of Florida North O1 degrees 03'04" East, 150.00 feet to a copperweld pin in another line of land now or formerly of Howard Johnson Incorporated of Florida; thence (3) along said other line of land of Howard Johnson Incorporated of Florida South B9 degrees 42'43" East, 150.00 feet to a copperweld pin in still another line of land now or formerly of Howard Johnson Incorporated of Florida; thence (4) along said still another line of Howard Johnson Incorporated of Florida South 01 degrees 03'04" West, 150.00 feet to the POINT OF BEGINNING. SAID PARCELS I AND II BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: .:~1 Y~; Beginning at a point found by measuring from the Northeast corner. of Section 18, Township 29 South, Range 16 East, North 89 degrees 39'14" Weat, 100.02 feet to the Weat right-of-way line of U.S. Highway 19; thence South 01 degrees 03'04" West, along said line 2531.24 feet; thence continue along said line Continued on next page -1- r~ :~ '. ~.i qFF ,REG ,OK 1Z~f6 r0 33d9 • 9 ~ ~i f' i ' ., ~. , y i i CONTINUATION OF EXHIBIT "A" ~ ~, South 45~degreee 40'08" Weat, 142.35 feet to the North right-of=way line of c3ulf-To-Say Boulevard (state Road 60); i thence North 89 degrees 42'-43" Weat, along said North right-of-way line, 100.00 feet, to the akiovementioned POINT OF BEQINNINC3.j thence:; continue, along said line tJprth 89 degree's 42'43" Weat, 200.0 feet., thence North O1 dB~Y'ees 03'04": Bast, 150.00 feet; thanes south 89 degrees 42' 43"East, 2'OO.OO fact; thence south 01 d8greea 03'04" West, 150.00 feet to the aforetaenttonsd POINT OF BEaINNINO. ,. , _2- may:.-~::.:ryk'. L. .~. 1~ L~IV.~ . PI.ANPJitVG ~ OEV~LQPo-;t~:P~T SVGS .,:: ``'~ ~, .._....w__!~:iTY CAE Ci ~r".i^lr~ 3 .x; ~ti , , Y'.1 -..;,.. << . ~v: ~r.a. 4a ~•y, ...'.~~ .,..ft~+»~ ' >ab'fi~vT~ ~.. ... ., . '• .. .. .. ~' :~, ±rl~..•~. ~~t ~w+:'~r ~e-c~ ~.,.,o+i~`~+i;.c, :t . ~ This instrument prepared by, and after recording return to: Emil G. Pratesi, Esq. Richards, Gillcey, Fite, ~ Pratesi & Ward, P.A. 1253 Park Street Clearwater, FL 33756 ~D.....~C~[~d~~ . a.i'~. J t,: ~li~J.~ PI.EINNIIV~ & UFL'~:'..Gr .=; . r; t ,,VCS KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2005078468 03/02/2005 ai 01:32 PM OFF REG BK: 14148 PG; 2163.2184 DocTYpe:AGM RECORDING: 5188.50 [space above this line for recorder's use only] DECLARATION OF RECIPROCAL EASEMENTS AND OPERATION COVENANTS THIS DECLARATION OF RECIPROCAL EASEMENTS, AND OPERATION COVENANTS (this "Agreement") made as of this day of ~.~ ~ , 2005, by MENNA-PINELLAS, LLC, a Florida limited liability company ("Developer"). Preliminary Statement Developer entered into that certain Ingress and Egress Easement recorded in Official Records Book 11944, Page 344, of the Public Records of Pinellas County, Florida with Happy Go Lucky, lnc. and has since acquired fee simple title to alI the property sub}ect to and benefited by the Easement and there is no other party benefiting from the same and as such the Easement has terminated by the doctrine of merger and the Developer hereby terminates the same. Developer wishes to re-impose certain easements as provided herein. Developer is the owner in fee simple of a certain tract of real property located in Pinellas County, Florida more particularly described in Exhibit "A" ("Center") and has or intends to develop the same initially into three parcels, The Development Plan initially contemplates division of the Property into approximately three parcels, as follows: (i) A parcel designated as "Parcel A" being described on Exhibit 1 attached hereto ("Parcel A"); (ii) A parcel designated as "Parcel B" being described on Exhibit 2 attached hereto ("Parcel B"). (iii) A parcel designated as "Parcel C" being described on Exhibit 3 attached hereto ("Parcel C"). Developer recognizes that it is necessary that it declare certain reciprocal easements for the benefit of the fee simple owners of the Parcels from time to time (hereinafter sometimes collectively referred to as the "Owners" and individual or singly as an "Owner"), as well as certain covenants pertaining to the operation and maintenance of the Parcels and the connmon 339.148-2 • L`RiC-!tiA~ curb cuts, landscaped areas, retention and detention ponds and swales, driveways, alleyways and facilities to be erected thereon from time to time (the "Common Areas"). Developer therefore intends herein to grant to and declare for the benefit of each fiiture Owner, including Developer, certain easements for pedestrian and. vehicular ingress and egress over the common curb cuts, roadways, driveways, aisles, walkways and sidewalks as exist from time to time on the Parcels for access and for delivery and to grant certain rights to install and maintain utility lines and site facilities within the Common Areas. Such easements will become effective -and appurtenant as to each Parcel upon the date of separation of any such property from the remainder of the Center in a relationslip between them of dominant and servient easement estates, under separate fee ownership. Such easements, obligations and restrictions as set forth herein shall run to the benefit of, and bind the respective Parcels, and the owners from time to time. The teirn "Developer" shall be deemed to refer to such party and the express assigns of such party who have assumed Developer's obligations under this Declaration, in writing. NOW, THEREFORE, in consideration of the mutual coven ~d~ag~ei~h~i~ts ~ 1} hereinafter set forth, Developer hereby grants, covenants and declares as f 1- !i ARTICLE I -GRANT OF EASEMENTS U LI "~~ ~ ~~'~~ V! PLANNING & ~EV~~C>~=~~-fa r svCS Section 1.01. Access Easements. _c.1~X[~~~Ar't~~'lr+tL.R (a) It is hereby granted, declared, conveyed and established, for the mutual benefit of the Parcels, anon-exclusive easement and right to the use, during the term of this Agreement, the Common Areas, the common curb cuts, roadways, driveways, aisles, walkways and sidewalks located on the Parcels from time to time, for piuposes of ingress, egress, passage and delivery, by vehicles and pedestrians. It is acknowledged that Parcel C may subsequently be further developed and as such existing Common Areas may be moved, realigned and/or changed. (b) Each Owner shall cause its Parcel to be self-parked without regard to the number of parking spaces located on any other Parcel and in accordance with applicable governmental rules, regulations and ordinances (without the issuance of any variance, special permit or similar exemption, privilege or authorization). (c) The easements granted, declared, conveyed and established shall be for the benefit of, but not restricted solely to, the Owners of the respective Parcels described in each such easement and each such Owner may grant the benefit of such easement to the tenants and other occupants of the Parcel owned by such Owner for the duration of such occupancy, and to the customers, employees, agents and business invitees thereof; but same is not intended nor shall it be construed as creating airy rights in or for the benefit of the general public nor shall it affect or benefit any real property other than the specifically designated Parcel(s) or any real property outside of the Center. Section 1.02. Utility Easements. (a) It is hereby granted, declared, conveyed and established, for the mutual and reciprocal benefit of the Parcels, an easement in, to, over, under and across the Common Areas of the Parcels for the purpose of uistallation, operation, 30934"0-2 2 LJ ~ l~~d~~~1~1i_ maintenance, repair, replacements, removal and relocation of underground storn~ sewer lines, sanitary sewer pipes, septic systems, water and gas mains, lift stations, electric power •lines, telephone lines, and other underground utility lines (collectively, "Utility Lines") to serve the facilities located on the Parcels. All such Utility Lines shall be underground installations. The installation of any Utility Lines shall be subject, as to location, to the approval of the granting Owner, which approval shall not be unreasonably withheld, conditioned, or delayed, and provided that any installation shall be performed in a manner that minimizes, to the extent reasonably possible, any interference with the normal conduct of business on the Parcels. Repairs and maintenance of the Utility Lines shall be governed pursuant to the terms of Section 2.01 hereof. (b) The Owner of the Parcels may operate, maintain and repair- (and, if it does not interfere with the use of the granting Owner's Parcel, relocate) such Utility Lines, provided such repair and maintenance is performed expeditiously and only after five (5) business days' written notice to the granting Owner or its successor utilizing or serviced by said Utility Lines or the parking area to be affected by any construction work, except in the event of emergencies, in which event any reasonable telephonic or written notice shall be sufficient. The party performing the repair shall, at its cost and expense, repair any damage to any improvements. Each Owner shall indemnify and hold the granting Owner and any occupant of the granting Owner's Parcel harmless from any claims, damage or loss which may result from the activities in making such repairs or relocating its facilities. Section 1.03. Temporary Construction Easement. Subject to the terms of Section 3.02 below, in connection with any construction work to be performed in the development of the Center, each Owner hereby grants the other temporary easements for incidental encroachments upon the parry's Parcel which may occur as a result of construction, so long as such encroachments are kept within the reasonable requirements of construction work expeditiously pursued and so long as customary insurance is maintained protecting the other party from the risks involved. In the event that any Owner or other occupant has opened for business to the public from premises completed on any of the Parcels, the Owner of any other Parcel on which construction activities thereafter take place shall use reasonable and diligent efforts not to interfere with or impede the use of the Common Areas or otherwise not to interfere with or impede the conduct of business by the Owner ox other occupant which has so opened. Construction staging activities shall be subject to the restrictions set forth in Section 3.02 hereof. ARTICLE II -MAINTENANCE AND OPERATION Section 2.01. Maintenance and Repair. (a) Each Owner shall maintain, repair and replace all improved portions of the Common Areas located on its respective Parcel, so as to keep such areas at all times in a safe, sightly, attractive, neat, and functional condition in conformity to standards of comparable first class condition in the market area in which the Center is located. ~''~' `~" ~ ~ j~ ~ n~ 'D LS UlS /-~~ n ,~, n1+r 339348-2 PLANNiraG ~ ?Ev~~.4~~,.f ;,t SACS ~ ~ ORiClNP~,t, (b) Each Owner shall be responsible for keeping the Common Areas on its own Parcel unobstructed, clean and free from refuse, debris and rubbish. (c) Each Owner shall repave, re-stripe and replace markings on the surface of the parking areas and driveways in its Parcel from time to time as and when necessary so as to provide for the orderly parking of automobiles and shall. place and maintain adequate exit and entrance and other traffic control signs to direct traffic in and out of said parking areas. (d) Each Owner shall service, maintain, repair and replace, and pay the cost of any fees or charges i1 connection with the Utility Lines located on its Parcel to the extent that such Utility Lines service the improvements on that Parcel. To the extent that any Utility Line exclusively servicing any Parcel crosses another Owner's Parcel, such Utility Line shall be so maintained by the party served by the Utility Line. Maintenance of any portion of any Utility Lines serving more than one Parcel shall be performed by the Owner of the Parcel crossed by the Utility Line, but the cost thereof shall be shared on an equitable basis based upon the relative consumption or usage of the utility furnished from such Utility Line. (e) Each Owner shall pay, prior to any penalty attaching thereto, all real estate taxes, assessments and personal property taxes, if any, imposed upon the land and improvements and equipment located on its respective Parcel. (f) Each Owner shall cause the Common Areas and all buildings and improvements located on its Parcel to comply with all applicable requirements of law and governmental regulation applicable thereto, including but not limited to, all zoning or land use approvals, and any drainage, retention or other governmental permits issued and outstanding with respect to the Center from time to time; provided however, that an Owner may contest any such Iaw or regulation so long as such contest would not create any material danger of a loss of title to, or impairment in any way of the use of all or any portion of the Common Areas for their intended purposes. ,,(g) If any Owner of a Parcel fails or refuses to perform its obligations under this Agreement in all material respects, and such failure or refusal continues for a period of thirty (30) days after written notice from any other Owner, than the Owner giving such notice shall have the right to perform the obligations that the Owner of Parcel should have performed, at the expense and for the account of the Owner of Parcel. All sums. expended by the Owner performing such obligations for the account of the Owner of Parcel, together with interest thereon at the highest legal rate and attorneys fees and costs of enforcement, shall be due and payable within ten (10) days after a demand for payment. Additionally, the Owner performing such obligations for the account of the Owner of Parcel shall be entitled to record a Claim of Lien on the Parcel for whose account the obligations were performed as provided in this Agreement herein below. ~ L~I~L~UUL~ gip"? ~ ~ LVv:J .r'~. ~s~~as-z ~ ~ PLAN;d~r,r ~ ~~~~~~~ ~ ~~ . , 'j1 a • • ARTICLE III -COVENANTS AND RESTRICTIONS Section 3.01. Restrictions on Center. The Center shall be subject to the following restrictions which shall be binding on each Owner and each of its tenants, occupants, employees, agents or invitees: (a) No obstruction to the free flow of traffic and use of the parking and delivery facilities shall be permitted, except to the extent herein expressly provided for. (b) Any construction shall be conducted in a manner which will limit the maximum extent practicable any interference with the operation of the balance of the Center, and. in compliance with those further, specific restrictions and conditions on construction activity set forth in this Agreement. (c) No portion of the Center shall be used for a business or use which creates strong, unusual or offensive odors, fumes, dust or vapors; is a public or private nuisance; emits noise or sounds which are objectionable due to intermittence, beat, frequency, shrillness or loudness; or creates unusual fire, explosive or other hazards.. (d) No portion of the Center shall be used for any of the following: operation of an establishment engaged in the business of selling, exhibiting or delivering pornographic or obscene materials; a so-called "head shop"; betting parlor; pawn shop; business selling so-called "second-hand goods"; junk yard; flea market; recycling facility or stockyard; motor vehicle or boat dealership; auto body and fender shop; vehicle or boat storage facility, auditorium, discotheque, dance hall, or night club; bowling alley; skating rink; industrial or manufacturing uses; training or educational facility. "Training or educational facility" shall mean a beauty school,. barber college, reading room, day school, place of instruction or any other activity catering primarily to students or trainees as opposed to customers. Section 3.02. Special Restrictions Re~ardin~ Construction. ,~ (a) All construction activities within the Center or airy part tiiereof shall be performed in compliance with all applicable laws, rules, regulations, orders, and ordinances of the city, county, state, and federal government, or any department or agency thereof, and shall not: (i) cause any increase in the cost of constructing improvements upon another Owner's Parcel; (ii) materially interfere with construction work being performed on any other part of the Center; (iii) materially interfere with the use, occupancy or enjoyment of any part of the remainder of the Center by auy other Owner or occupant; or (iv) cause any building located on another Parcel to be in violation of any law, rule; regulation, order or ordinance authorized by any city, county, state, federal government, or any department or agency thereof. Once construction has commenced, such construction shall be diligently and continuously pLUSUed to completion. All points of ingress and egress for construction traffic to and from Parcels shall be subject to the prior written approval of the Developer. ,,,_,. ~_ 3393-23-2 ~ ~irJ ,p ~~~~~~uv~~ r~7 '~ ~ /!1~~ v :... ~ v CLu.J PLANC~W~,gD~V~E~C~:-„ ~tfS~J ~~ R ~ ~~ ~~~ ~~ ~~ lye ~ -~ W LLvJ l GRIGINr1i_ (b) Pursuant to the easemei~r~a~~l~n~S'~l~~of~, the Owner of the Parcels, its tenants and invitees, shall at all times have free and unobstructe_ d access to and from the Parcels over, through and across such easement areas. (c) All storage of materials and the parking of construction vehicles, including vehicles of workers, shall occur only on the constructng Owner's Parcel, and all laborers, suppliers, contractors and others connected with such construction shall use only those perniitted access points located nearest the constructing Owner's Parcel. Upon completion of any such subsequent construction, the constricting Owner shall restore any affected access ways, parking areas and other Common Areas to a condition equal to or better than the condition thereof existing prior to the commencement of such Subsequent Construction. \ (d) Subject to the terms hereof, each Owner hereby grants and conveys to each other Owner and to its respective contractors, materialmen and laborers a temporary license for access and passage over and across the Conunon Areas of the granting Owner's Parcel as shall be reasonably necessary for the construction and maintenance of improvements on the other Owners' Parcel or Parcels; provided, however, that (i) such license shall be in effect only during periods when construction or maintenance is actually being performed and shall automatically ternlinate upon the completion of such construction, and (ii) the use of such license shall not unreasonably interfere with the use, operation and enjoyment of the Conunon Areas by those entitled thereto. Prior to exercising such license, the licensee Owner shall first provide to the licensor Owner a written statement describing the need for such exercise, accompanied by a certificate of insurance establishing that any contractors retained by the licensee Owner for the work to be performed has obtained and maintauis in force the insurance coverage required by this Agreement. The licensee Owner shall promptly pay all costs and expenses associated with the work being performed, shall diligently complete such work as quickly as possible, and shall promptly clean, restore and repair all affected portions of the Common Areas to a condition equal to or better than the condition thereof existing prior to the commencement of such work. The foregoing provisions to the contrary notwithstanding, if a dispute exists or arises between any contractors, laborers, suppliers or others in connection with such work, each Owner shall have the right to prohibit the contractors, laborers, suppliers or others from using those portions of the Common Areas on such Owner's Parcel. ARTICLE IV -LIABILITY INDEMNIFICATION Section 4.01. Liability; Indemnification. Each Owner shall indemnify and hold every other Owner, tenant, and occupant of the Center harmless (except for loss or damage resulting from the tortious acts of such other parties) from and against any damages, liability, actions, claims, and expenses (including attorneys' fees in a reasonable amount) in connection with the loss of life, personal injury and/or damage to property arising from or out of any occurrence in or upon such Owner's Parcel, or occasioned wholly or in part by any act or omission of said Owner, its tenants, agents, contractors, employees, or licensees. Section 4.02. Liability Insurance. Each Owner shall maintain or cause to be maintained comprehensive general commercial liability insurance insuring against claims on 389348-2 b ~ ~ ORiGIN'Ai account of loss of life, bodily injury or property damage that may arise from, or be occasioned by the condition, use or occupancy of the Common Areas in the Center by the Owner and its tenants, agents, contractors, employees, licensees, customers and invitees, of such Owner or the occupants of its Parcels except as herein provided. Said insurance shall be carried by a reputable insurance compairy or companies qualified to do business in the State in which the Center is located and have limits of not less than $2,000,000 per occurrence. Each Owner shall maintain or cause to be maintained contractual liability insurance specifically endorsed to cover said Owner's agreement to indemnify as set out above. Such insurance may be carried under a "blanket" policy or policies covering other properties of the Party and its subsidiaries, controlling or affiliated corporations. Each Owner shall, upon written request from the other Owner, furnish to the party making such request certificates of insurance evidencing the existence of the insurance required to be carried pursuant to this Section. All such insurance shall include provisions denying to the insurer subrogation rights against the other Parties to the extent such rights have been waived by the insured prior to the occurrence of daniage or loss. Each Owner hereby waives any rights of recovery against any other Owner, its directors, officers, employees, agents and tenants and occupants for any damage or consequential loss covered by said policies, against which such Owner is protected by insurance, to the extent of the proceeds payable under such policies, whether or not such damage or loss shall have been caused by any acts or omissions of the other Owner or its directors, officers, employees, agents, tenants or occupants. ARTICLE V -CASUALTY AND EMINENT DOMAIN Section 5.01. Casual (a) If any building located on any Parcel is damaged or destroyed by fire or other cause, the Ov~1er of such building shall promptly cause either: (i) the repair, restoration, or rebuilding of the building so damaged or destroyed, or (ii) the razing of any damaged building, the filling of any excavation, and performance of any other work necessary to put such portion of the Center in a clean, sightly and safe condition. •(b) In the event any Conunon Area improvements are damaged or destroyed, the Owner of the Parcel to which such damage has occurred shall promptly cause the repair, restoration or rebuilding of the Common Area unprovements to the extent necessary to restore such area to the extent necessary to avoid interference with the remain ~~~ o~~ L.~ Center. L~ , ~' 11 ARTICLE VI -REMEDIES j'..~ ` ~ ~ s ~ Cam,,,; ~~ ~~ Section 6.01. Self Heln; Lien Rights Disputes. t~~r~~~ °~ ' . ~~ v~ t QpFf~=~! ~ ~ti~1C` (a) If (i) any Owner shall default in the performance of an obligation of such Ovv~ier (such Owner being herein called a "Defaulting Owner"), which default affects the Owner of another Parcel or any occupant thereof (an "Affected Party"), such Affected Party shall, in addition to all other remedies it may have at law or in equity, after ten days' prior written notice to the Defaulting Owner and any First Mortgagee, as herein defined (or, in the event of an 339342 p ~ ~oct~ ~ ~~~~~~.c~l~l C1RiGl"Jai._ 1 P ~draiN~ ~ ~EV~tCF:~~~i 5v~~le emergency, as soon after such emergency as suc :not~~~tpr~~~ic~h:~e_u_ : r tl:e circumstances), have the right to perform such obligation on behalf of the Defaulting Owner. In such event, the Defaulting Owner shall promptly reimburse the Affected Party the cost tl2ereof, together with interest thereon from the date of outlay at a rate equal to the lesser of (i) four percent in excess of the prime lending rate published in the Wall Street Journal from time to time, or (ii) eighteen percent (18%) per annum (the "Interest Rate"}. (b) Any such claim for reimbursement, together with interest thereon as aforesaid, as well as any claim for reimbursement arising under the terms of Section 2.01(g) hereinabove shall be secr~red by a lien on the Parcel and improvements thereon owned by the Defaulting Owner, or as provided in such Section 2.01(g), which lien shall be effective upon the recording of a notice thereof in the Office of the Clerk of the County in which the Center is located. The lien shall be subordinate to rights of any mortgagee (a."First Mortgagee") under any first mortgage or deed of trust now or hereafter affecting the subject Parcel (a "First Mortgage") which is of record prior to the date upon which notice of the lien is filed in the said Clerk's office; and any purchaser at any foreclosure or trustee's sale (as well as any grantee by deed in lieu of foreclosure or trustee's sale) under any such First Mortgage shall take title subject only to liens thereafter accruing pursuant to this Section. Section 6.02. Injunctive and Other Remedies. In the event of a breach by any Owner of any obligation of this Agreement, the aggrieved Owners shall be entitled to obtain an injunction specifically enforcing the performance of such obligation; the Owners hereby acknowledge the inadequacy of legal remedies and the irreparable harm which would be caused by any such breach, and/or to relief by other available legal and equitable remedies from the consequences of such breach. Any action taken or document executed in violation of this Agreement shall be void and may be set aside upon the petition of the other Owners of portions of the Center. Any costs and expenses of any such proceeding, including attorneys' fees in a reasonable amount, shall be paid by Defaulting Owner and shall constitute a lien against the Defaulting Owner's Parcel and improvements thereon, or the interests therein, until paid. .Section 6.03. Non Waiver. No delay or omission of any Owner in the exercise of any right accruing upon any default of any other Owner shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Owner of a breach of, or a default in, any of the terms and conditions of this Agreement by any other Owner shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. Except as otherwise specifically provided in this Agreement, (i) no remedy provided in this Agreement shall be exclusive but each shall be cumulative with all other remedies provided in this Agreement, and (ii) all remedies at law or in equity shall be available. Section 6.04. Non Terminable Agreement. No breach of the provisions of this Agreement shall entitle any Owner or party to cancel, rescind or otherwise terminate this Agreement, but such limitation shall not affect, in any manner, any other rights or remedies which any party may have hereunder by reason of any breach of the provisions of this Agreement. No breach of the provisions of this Agreement shall defeat or render invalid the lien 389348-3 g of any mortgage or deed of trust made in good faith for value covering any part of the Center, and any improvements thereon. Section 6:05. Force Maieure. In the event any Owner or any other party shall be delayed or hindered in or prevented from the performance of any act required to be performed by such party by reason of Acts of God, strikes, lockouts, unavailability of materials, failure of power, prohibitive governmental laws or regulations, riots, insurrections, the act or failure to act of the other parry, adverse weather conditions preventing the performance of work as certified to by an architect, war or terrorist activity directly involving the Center, or other reason beyond such party's control, then the time for performance of such act shall be extended for a period equivalent to the period of such delay. Lack of adequate fiords or financial inability to perform shall not be deemed to be a cause beyond the control of such party. Section 6.06. Dispute Resolution. Any dispute between the parties may be litigated under the provisions of any simplified procedure for court determination of disputes applicable under the laws of the State of Florida, if appropriate and available, or, with the mutual agreement of the parties, may be submitted to arbitration, in either which events, all parties will join in a request for expediting the disposition of any proceeding brought to resolve the dispute. The prevailing party in the dispute shall be reimbursed for any court charges related to the resolution of the dispute and its reasonable attorney's fees. ARTICLE VII -TERM Section 7.01. This Agreement and the easements, rights, obligations and liabilities created hereby shall be perpetual to the extent permitted by law: ARTICLE VIII -EFFECT OF INSTRUMENT Section 8.01. Binding Effect. Every agreement, covenant, promise, undertaking, conditi;~n, easement, right, privilege, option and restriction made, granted or assumed, as the case may be; by either party to this Agreement is made by such party not only personally for the benefit of the other party hereto but also as Owner of a portion of the Center and shall constitute equitable servitude on the portion of the Center owned by such party appurtenant to and for the benefit of the other portions of the Center. Any transferee of any part of the Center shall automatically be deemed, by acceptance of the title to any portion of the Center, to have assumed all obligations of this Agreement relating thereto to the extent of its interest in its Parcel and to have agreed with the then Owner or Owners of all other portions of the Center to execute any and all instruments and to do any and all things reasonably required to carry out the intention of this Agreement and the transferor shall upon the completion of such transfer be relieved of -all further liability under this Agreement. except liability with respect to matters that may have arisen during its period of ownership of the portion of the Center so conveyed that remain unsatisfied. o c~. ~,.~~ ~ .v r+~-~ ~, ! .+....,. .~ ~.. 3 ti LL„,i 339343-2 ~ i._,,,,~ PLE~NNIiV_G 3y~ C)E~-E //~ .... ~~ CY • JZ' t• C n ~' ~r t ~t~Yu Section 8.02. Non-Dedication. Nothing contained in this Agreement shall be deemed to be a gift or dedication of any portion of the Center to the general public or for airy public use or purpose whatsoever, it being the intention of the parties hereto and their successors and assigns and that nothing in this Agreement, expressed or implied, shall confer upon any person, other than the parties hereto and their successors and assigns, any rights or remedies under or by reason of this Agreement. ARTICLE IX -NOTICES Section 9.01. All notices, requests, demands or other communications hereunder shall be in writing and deemed given: (i) when delivered personally, (ii) when sent by confirmed facsimile transmission, (iii) on the day after said communication is sent via overnight courier, or {iv) on the third day after said communication is deposited in the U.S. mail, by registered or certif ed mail, return receipt requested, postage prepaid, addressed as follows: If to Developer: MENNA-PINELLAS, LLC Post Office Box 1297 Tarpon Springs, Florida 34588 With a copy to: Richards, Gilkey, Fite, Slaughter, Pratesi & Ward, P.A. 1253 Park Street Clearwater, Florida 33756 Attention: Emil G. Pratesi FAX No.: 727-446-3741 or to such other address as the parties may from time to time designate by notice in writing to the other parties. ARTICLE X -MISCELLANEOUS Section 10.01. (a) If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to any extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any other persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. (b) This Agreement shall be construed in accordance with the laws of the State of Florida. (c) The Article headings in this Agreement are for convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not, ,be considered in any construction or interpretation of this Agreement or any part hereof. 389;48-2 1 ~fl ~~~~~~Ut~~_ ~. v':... ~ ~ Lt-...~ FL~tvP~i7Y & DEV~LO~';.i~;~,)`f SVCS~ nF c,~ _r~,~iW.~ i ~..~ • C:RiGLtiAi. (d) Nothing in this Agreement shall be construed to make the parties hereto partners or joint venturers or render either of said parties liable for the debts or obligations of the other. (e) This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto. (f) In addition to any modifications or amendments referred to herein, this Declaration may be amended, modified, or terminated by a declaration in writing, executed and acknowledged by the Owner or Owners of the Parcels. IN WITNESS 1uHEREOF, the parties hereto have caused this Agreement to be executed as of the day and year first above written. Signed, sealed and delivered In the presence of: Names . , ~ .~:. ~ _ . ,. Developer: MENNA-PII~TELLAS liability company a Florida limited By: B By: ~~~ By: _~~ '. ~..:~ ~1-ar~o-IvTenna, Member ;. ._,, ' ~~ U~ ~ ~ ~ ~ ~ r~~~ 389348-3 11 1~1 I~ ? ~ '. ~;~ 3,. f ~ , ~ !,y a ... ~~ H _ {'~"` Sti ~ Y 1 Name: ~'~tY-1 ~<1 ": <~~ ,;4, ' ,~~;_~~' ~..~a,=~a: • STATE OF FL - RIDA COUNTY OF Q~ ~ C' ~ f ~~ ~~ ) The foregoing instrument was acknowledged before me this ~ c: day of ~~!% , ?005, by, Agostino Menna as Member of Menna-Pinellas, LLC, a Florida limit d liability company, on behalf of said limited liability company. He is [check applicable box personally known to me or ^ produced a valid driver's license as identification. ~~ % ~ -~ ~~ ~ / [NOTARIAL SEAL] Print Name: Notary Public, State of _ My commission expires: STATE OF FL DA)~ ) COUNTY OF ' [ C;~ ILG'l ) r ~~i EMIL G. PHATESI M+: COMMIS5IDM # DO 016956 y EXPIRES June 28, 2005 ~~ .~' lside0 i6m Noisy DuWk UtMerr~f The foregoing instrument was acknowledged before me this--~ day of ~ i r , 2005, by, Giovanni Menna as Member of Menna-Pinellas, LLC, a Florida limi d liability ~COmpany, on behalf of said limited liability company. He is [check applicable box personally lalown to me or ^ produced a valid driver's license as identification. //~ ~~~ [NOTARIAL SEAL] STATE OF FLG}R:IDA ` ) Notary:~~;;, ~ ~ .~ ~ .~li,~~, Print Name Notary Public, State of My commission COUNTY OF ~'z ,n!'Jl ,Ct~ ) ~U,'v'. .~ •, , ,. .~ ~„4'.~r~ _`'~ a _ 1 ~. ; The foregoing instrument was acknowledged before me this ~ day of ~~: r ,`2005, by, Mario Menna as Member of Menna-Pinellas, LLC, a Florida limi d iability company, on behalf of said limited liability company. He is [check applicable box personally known to me or ^ produced a valid driver's license as identification. Not t ~'~' f ~~~ [NOTARIAL SEAL] Print Name: '~ Notary Public, State of My commission expires: 339343-2 l y~i, ;+'~~T i En~31E. G. t ~ATF_SI •: !~ COMMISSION t' JU 01695& ;,. ,' EXPIRES June 2E. ?U05 '?ccw;,r~ Bo~~J Thru Mokry C~bLc :~n~~.:rv~ilers ;~+~- EMIL G. PRATESI ._ MY COMMISSION # DD 016956 EXPIRES June 28.2005 r •'a~:Adc'f~,,•` 9oatd~ITMuNotaN'oppcllndgrvfitaa L R 161'v?~ i. STATE OF FLORIDA ) COUNTY OF ~~~ne ~ ~ ) -, ~~h ~f~regoing instrument was acknowledged before me this =~~ day of ~ , 2005, by, ~s~x~o Menna as Member of Menna-Pinellas, LLC, a Florida limi liability company, on behalf of said limited liability company. He is [check applicable box personally known to me or o produced a valid driver's license as identification. [NOTARIAL SEAL] '~'"~ ~ ~ E1u11L G. PRATES! '~ ~•' MY COMMISSION # DD 016958 2ys EXPIEiES Jw-e 28, 2005 1,~., •. q^;.•' tnmNohryPuhgcUodmNMl~n ~I Not Print Name: Notary Public, State of My commission expires: JOINDER The Undersigned hereby joins into the forgoing Declaration of Reciprocal Easements and Operating Covenants and agrees and consents to the same and agrees to be bound by the terms thereof. BASS VENTURE CORPORATION, Dated: ~ °~~ ~~~ ted• ~ ~s ICJ Da Dated: ~ ~ ~^ 389348-2 _ 1 3 A Florida corporation ~ i e '` ,^ (1:' y• r: Sharrti~ Singh,~President ~ `f~ ~ CHHABRIA ENTERPRISES INC., a Florida corporation f. Sham K. Chhabria,`Piesident ~" 'fit _, ~~ p ~ c ~ c~ d~c~~~: ..t~. ~ u L~.uJ r~7 ~ ^?^r L~.J PIAN^i~N ~ & DE~'~~Q+~~~,> ^a t SVGS ~RO~~~~~ STATE OF FLORIDA ~ ) COUNTY OF~,r1^,~~~.2ti ) The foregoing instl-ttment was acknowledged before me this ~ day of ~ ~ , 2005, by, Shantia Singh as President of BASS VENTURE CO ORATION, a Florida corporation, on behalf of said corporation. She is [check applicable box perso lly known to me or ^ produced a valid driver's license as identification. Not - [NOTARIAL SEAL) Print me: :~~.':w~ - EMIL G. PPIATESI =;~ • IAY COMMISSION i DD 016956 ,~;• EXPIRES June 28, 2C05 ''.'?'a:: ; Bcoded mm HmaN Puhbe unouwcauc Notary Public, State of _ My commission expires: STATE OFF A ) ) COUNTY OF 1,t..~ ) The foregoing instrument was acknowledged before me this ~ day of ~, 2005, by, Sham K. Chhabria as President of CHHABRIA ENTE .RISES INC., a Florida corporation, on behalf of said corporation. He is [check applicable box personally known to me or ^ produced a valid driver's license as identification. Not /' [NOTARIAL SEAL] Print ame: ;o?*'•' •'~;: EMIL G. PRATESI r N1Y CDMMISSIORI ~ ~ 816956 :q EXPIRES June 2D, 2085 ~dsi;;:~' dandcdThmNWaryrPuh~tindpwrq~rf STATE OF FI~RID~~ ) COUNTY OF ~ ~~ ) Notary Public, State of _ My commission expires: ~~ ~ C C~ f ~ ~ ~'~7 i` ~ ~~~~ `c~!~ °- ~r~ ~ ~ ~~_„ i I f ICJ PLANNING 8 DEV>I G~- . ' a f ;;'!~~ The foregoing instrument was acknowledged b j e me this ~ day of ~~ , 2005, by, SHANTIA SINGH. She is [check applicable box] . perso 1~1~ own to me or ^ produced a valid driver's license as identification. Not ~ ~ - ~~ ;, [NOTARIAL SEAL] Print Name: Notary Public, State of My commission expires: 339348-2 s°°~q,',~: Fpa1L ~a. c~ T~u~'I i 4 •: k5Y COMINlSSlON ~ DD C i fi956 '%~~ *•~ EXPIRES June 28, 2C0~ Bonde;l Thru Hoary Pubiir. U::rt ~rw:8ers CRfG!N,1L CONSENT OF MORTGAGEE TO DECLARATION OF RECIPROCAL EASEMENTS AND OPERATION COTENANTS PEOPLES BANK, a Florida Banking Corporation, ("Mortgagee"), is the owner and holder of the following loan and security documents (collectively referred to as the "Security Instruments"): 1. Mortgage recorded in Official Records Book 11378, Page 1578, of the Public Records of Pinellas Cotmty, Florida, as amended; 2. .Assignment of Rents, Leases, Contracts, Accounts Receivable, Accounts and Deposit Accounts recorded in official Records Book 11378, Page 1603, of the Public Records of Pinellas County, Florida, as amended; 3. UCC-1 Financing. Statement recorded in Official Records Book 11378, Page 1613, of the Public Records of Pinellas County, Florida, as amended; 4. UCC-1 Financing Statement recorded in official Records Book 12473, Page 857, of the Public Records of Pinellas County, Florida, as amended; 5. Mortgage recorded in Off cial Records Book 13033, Page 2235, of the Public Records of Pinellas County, Florida, as amended; 6. Assignment of Rents, Leases, Contracts, Accounts Receivable, Accounts and Deposit Accounts recorded in Official Records Book 13033, Page 2261, of the Public Records of Pinellas County, Florida; and 7. UCC-1 Financing Statement recorded in Off cial Records Book 13033, Page 2298, of the Public Records of Pinellas County, Florida. All of the Security Instruments encumber the real property described in Exhibit "A" to the Declaration of Reciprocal Easements and Operation Covenants ("Declaration"), to which this Consent and Subordination is attached, and Mortgagee does hereby consent to the recording of such Declaration and subordinates the lien and effect of the Security Instruments to the teens and provisions of the Declaration; provided, however, that Mortgagee expressly does not subordinate the Security Instruments to any other interest that may exist in, or lien on, the Property as of the date of this instniment, if any. ,~ i+ ~.._w . ~ .. ''. u- ~_ - ~ - , _../ i 389343-2 1 ~ ,~~ Pl ANNING & DEVELOt'r„~ ~ ~ ~'t ~:,~ ~ CRIGiv~11. IN WITNESS WHEREOF, the undersigned has executed this Consent of Mortgagee to Declaration of Reciprocal. Easements and Operating Covenants this ~ ~,~ day of February, 2005. PEOPLES BANK, a Florida Banking Corporation STATE OF FLORID COUNTY OF~~,~,A ~ ~~ By: Name: ,=~ ~-~ -~ . • ; t~ ~~ Title: ;~ ~r•~~ The foregoing instrument was acknowledged before me this ~ ~5 day of .~ ~ 2005, by '~z~-..~ • i ~ 1 ;~ c~ _~ , as L. ~~s ~ ~'` z~ ~ ~~ti~f EOPLES BANK, a Florida Banking Corporation, on behalf of the corporation. I~,e/She either 's personally own to me or ^ has produced as identificaon. (Affix Notary Seal) -~~~yp,"'%~•:, IvlGtgafet~.SC1VaJQ .r: (~ v. i~lYC~1r7MISS~ONs DD034d77 EXPIRES ", r. ~~ a;' Octobar 13, 2005 •%F OF ~~~ ` '.,~flDE~ THRG 1ROY FAIN R~SURANCE: ING NO'I~ARA' PUBLIC~STATE C~~' FLORIDA (Printed Name) ~~~ ~ ~ . D PIANt'~~ t Y n~ ca ~,AaP~ty tr~SVCS EGP/mk:dss \MENNAP\S C & S S\EA S EMENT 389348-? 1 0 uRiGtiV-1i. EXHIBIT "A" (Page 1 of 2) COMbIENCE at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of Section 18, Township 29 South, Range 16 East, Pinellas County, Florida; thence North O1°03'04" East for 50.00 feet to a point on the North right-of-way of Gulf-to-Bay Boulevard (also known as State Road 60); thence North 89°41' 28" West along said North right-of-way for 200.02 feet to the Point of Beginning; thence North 45°40'48" East for 142.33 feet to a point on the Westerly right-of-way of U.S. Highway 19; thence North O1°03'04" East along said Trlesterly right-of=way for 350 .00 feet; thence North 89°41'28" West along a line parallel to said North right-of-way of Gulf-to-Bay Boulevard for 150.00 feat; thence North O1°03'04" East along a line parallel with said Westerly right-of-way of U.S. Highway 19 for 150.00 feet; thence North 89°41' 28" West along a line parallel to said Northerly right-of-way of Gulf-to-Bay Boulevard for 250.00 feet; thence South O1°03' 04" West along a line parallel to said Westerly right-of-way of U.S. Highway 19 for 450.00 feet; thence South 89°41'28" East along a line parallel with said Northerly right-of- way of Gulf-to-Bay Boulevard for 200.00 feet; -then~ce- South O1°03'04" West along a line parallel with said Westerly right-of-way of U.S. Highway 19 for 150.00 feet; thence South 89°41'28" East, along the North right-of-way lire of Gulf-to-Bay Boulevard .for 100.00 feet to the Point of Beginning. ,~ • GRIS!N,1i_ E~-II~I'T ~~ A ~~ (Page 2 of 2) Parcel I: s Commence at the Northeast corner of Section 18, Township .2'9 South, Range 16 East and run North 89 degrees 39'14" West, 100.02 feet; thence South O1 degrees 03'04" West, 2531.24 feet along•the West right-of-way line of U.S. Highway 19; thence 5auth 45 degrees 40'08" West, 142.35 feet to a point on the . North right-of-way line of S.R. 60 tGulf To Bay Blvd.);~thence along said North right-of-way line North 89 degrees 42'.43" West, 250.00 feet to the POINT OF BEGINNING; thence continue North 89 degrees 42'43" West, 50.00 feet; thence North O1 degrees 03'04" East, 150.00 feet; thence South 89 degrees 42`43" East, 50.00 feet; thence South 01 degrcc9 03'04" 'r~e3t,~150.00 . feet to the POINT OF BEGINNING. Parcel II: A portion.of the 5autheast i/4 of the Northeast 1%4 of Section 18,.Township 29 South, Range 16 East and more particularly. described' asfollows Commence at ~the• Southeast. corner of, said Southeast .1/4 of the . Northeas.t..I/4 •of Section 18 , xunning .thence along the' Easterlj+ line. of. said Section 18, North Ol degrees. 03'04" East, 50.00 feet;.thenoe North B9 degrees 42'43° West, 300,03-feet to a copperweld: pin on the Northerly right-of-way line to Gulf To Hay Houl.evard ~~(S.R. 60) (100 foot right-of-way) at.the POINT OF BEGINNING; r,inn;ng thence (1) along said line to Gulf To. Bay Boulevard North 89 degrees 42' 43'! West, 150.00 feet 'to .a copperweld pin in a line of land now ar formerly of Howard Johnson Incorporated of. Florida; thence (2).. along said line .of line of Howard, Johnson. Incorporated of Florida Ptortli 01 degrees Q3-' 04." .East, ~• 150.00.. feet 'to a copperweld pin .in .•another :Line of land na_w.::or:farmerly of Howard Johnson Incorporated'of.Florida; thence (3) .along" said other line of land of .Howard Johnson Incorporated; of Florida. South~89 degrees`42'43° East,. 150:00 feet .to a copperweld pin in still another line of land now or 'formerly of Howard Johnson Incorporated of Florida;~thence (4) •along said, still another line.of..Howard Johnson Incorporated of .FZorida 3o..uth O1 degrees 03'04" West, •.150.00 feet to the.:POINT OF HEGINNIIVG. SAD F~,Rt'_ELS' I :f1Ni1 3I $EII3G MORE PTi?TSCL1i~RLY DESCRIBED .P.S - FOLLOWS: Beginning :at a point found by measuring from..tYie _Nor~hezst. . corner-, of .Section 18, Township 29 South, Range~l6~•East,~'North 8.9. •iiegrees::°39,' 3:4" West, 10'0'.02 feet to the West' right-~f'=way ~'liiie..of U~:S. Highway 19; thence •South Ol degrees '03' 04" West, along said line .2531.24 feet; thence continue along said line South 45 degrees 40'08" West, 142.35 feet to the North right'-of-way line of -Gulf-To-Bay Boulevard (State Road 60); thence North B9 degrees 42'43" West, along said North right-of-way line, 100.OD feet, to..the abovementioned POINT OF BEGINNING; .thence continue along said line North B9 degr.ee's_ 9.2'43" West, 200.0 feet, thence North O1 degY'ees 03'oa" :East, 150.00 feet; thence South 89 degrees 42'43" East, 200.UO~feet; thence South O1 degrees 03'0.4" West, 150.00 feet to the aforementioned POINT OF BEGINNING. ~ ~';'~ ~ ~i "' V .-. ~ i. LVV~J ,, 1! .~ C;R~~ftJ~1i. EXHIBIT "1" (Page 1 of 1) LEGAL DESCRIPTION A PARCEL OF LAND BEING A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 18; THENCE N 01°03'04" E ALONG THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 18 FOR 400.00 FEET; THENCE N 89°41'28" W FOR 100.02 FEET TO A POINT ON THE WESTERLY: RIGHT-OF-WAY OF U.S. HIGHWA`r' 19 AND THE POINT OF BEGINNING; THENCE CONTINUE N 89°41'28" W ALONG A LINE PARALLEL TO THE NORTH RIGHT-OF--WAY OF GULF TO BAY BOULEVARD FOR 244.26 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S 62°04'14" W FOR 27.43 FEET; THENCE N 89°41'28" W ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF--WAY OF GULF TO BAY BOULEVARD FOR 68.04 FEET; THENCE N 08°41'21" W FOR 17.36 FEET; THENCE N 89°41'28" W, ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 60.76 FEET; THENCE N 01°03'04" E ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 366.14 FEET; THENCE S 89° 41'28" E ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 250.00 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF-WAY U.S. HIGHWAY 19 FOR 150.00 FEET; THENCE S 89°41'28" E ALONG A LINE . PARALLEL TO SAID NORTH RIGHT-OF-WAY LINE OF GULF TO BAY BOULEVARD FOR 150.00 FEET TO THE AFORESAID WESTERLY RIGHT-OF--WAY LINE OF U.S. HIGHWAY 19; THENCE S 01°03'04" W ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR 100.00 FEET TO THE POINT OF BEGINNING. D ~~~~~ ~- -ta ~ ~ ~:.:,:- r 1. ~_~ ~ ,~. ,,~ PLAt~~t~v~~e4r~.t, a~CSI i.. ... ,I~:: I1 ~.~ ~ ORi6i~r1'~. EXHIBIT `~ 2" (Page 1 of 2) CONIl~NCE at the Southeast corner of the Southeast 1/4 of the Northeast 1/4 of Section 18, Township 29 South, Range 16 East, Pinellas County, Florida; thence North 01°03'04" East for 50.00 feet to a point on the North right-of-way of Gulf-to-Bay Boulevard (also known as State Road 60); thence North 89°41'28" West along said North right-of-way for 200.02 feet to the Point of Beginning; thence North Q5°40'88" East for 142.33 feet to a point on the Westerly right-of-way of U.S. Highway 19; thence North 01°03' 04" East along said Westerly right-of-way for 350.00 feet; thence North 89°41'28" West along a line parallel to said North right-of-way of Gulf-to-Bay Boulevard for 150.00 feet; thence North O1°03'04" East along a line parallel with said Westerly right-of-way of U.S. Highway 19 for 150.00 feet; thence North 89°41'28" West along a line parallel to said Northerly right-of-way of Gulf-to-Bay _ Boulevard for 250.00 feet; thence South O1°43' 04" West along a line parallel to said Westerly right-of-way of. U.S. Highway 19 for 450.00 feet; thence South 89°41'28" East along a line parallel with said Northerly right-of- way of Gulf-to-Bay Boulevard for 200.00 feet; thence South 01°03'04" West along a line parallel with said Westerly right-of-way of U.S. Highway 19 for 150.00 feet; thence South 89°41'28" East, along the North right-of-way line of Gulf-to-Bay Boulevard for 100.00 feet to the Point of Beginning. ,~ Parcel I: _ Commence at the Northeast corner of Section 18, Township 29 South, Range 16 East and run North 89 degrees 39'14" West, 100.02 feet; thence South O1 degrees 03'04" 4test, 2531.24 feet along the West right-of-way line of U.S. Aighwzy 19; thence South 45 degrees 40'08" West, 142.35 feet to a point on_the ,. North right-of-way line of S.R. 60 (Gulf To Hay Blvd.); thence' along said North right-of-way line North 89 degrees 42'43" West, 250.00 feet to the POINT OF BEGINNING; thence continue North 89 degrees 42'x3" West, 50.00 feet; thence North O1 degrees 03'04" East, 150.00 feet; thence.5outh 89 degrees 42'43" East, 50.00 feet; thence Scut?-, Ol degrees 03' 04~'.,!~G~9.st., 150.00 feet to the PRINT OF BEGINA1IIdG. ~ ~ ~ ~ U (~{~ u l.' 1 v .-.. .S Lv..~.i 1 ) I ~J PLAP~r ~ ~ ,-~ ;~ DE ~~. ~ ~ ~,~-~ f • ~Xri1I511 G (Page 2 of 2) ~H3'CE1 Il : ~ ~i ~ '~ ~ ~ t~ ~~o\\\p ~~ i ~, portion of the Southeast 1/4 of the J ~~ Northeast 1J4 of Bectifln 7.8, Tawnshig 29 South, Range 30' East and more particularly iiescribed`as follows: Commence at ~tTze- Southeast corner of. said Southeast .1~4 of the . ~7orthezs.t ..l f 9 of Section 16 , running . thence ~aTorig the -Easterly line af;said Section 18, North Ol r~egrees.03'04" East, 50.00 feet;.thenc~ North B9 degrees 92'93" West, 300,03 feet to a coggerwzld:pin on the Northerly right-of-v~ay line to Gulf To Bay Boulevard-(S,R. 60} {100 foot right-of-tray) at.the POINT OF BEGINNING; running thence {1) along said line to Gulf To Say .Boulevard Borth 89 degrees 42'43" West, 150.00 feet to .a, copperweld pin in'a fine of land now or formerly of ~Haward Jghnspn Incorporated of. Florida; thence {2), along said:•l.ine of. line of. Howard Johnson-Incorporated of'Florida'Nortfi Ol .degrees 03•! D4° .East,':15~D..00-.feet 'to a copperweld pin .iri.anather :Brie of Zaiid no_w.:'o=' farnerly -of Hoviard JohnsoTi Incorporatecl~ of. .Florida; .thence (3-j .'along said other line of land of-. Ha+,rard ~7ohnson Iricorporated__o.f Florida South ~89 degrees. 42' 43 ° Fsast,. 150: U•0 feat .to z coppe_~reld. pir_ in_ s*_il1 anot*:er line 'of laa3 no.:i or formerly of Howard Johnson Incorporated of Florida; •thence~ •{4) • along said. still another line of ~ Hov,rard Johrison Incorporated of ~Flarida south Ol degrees 03'09" West, .150.00 feet to the,~:POINT OF BEG_TNrIING. . S.~D. P~.r-',GELS 3• '.,1~2~ ii H IIv~ IkTOFc~ FA~:TIC[Ii.~.RT,Y DESCRIBED ;~~^, - FOLLGWS: - Beginn=ng :at.. a point found by measuring fxom . tYie -Nort~:east. . corner, .of .Section 18, Township _ 29 South, Rarige~ ~7.6::East, ~•'No=tIs ~ - ,89_••degrees:~39.~'~14"-West,' 100.02 feet to the West" right=af~=vaay ' line..of ~II~.S_ Highway 19; thence -South 01 degrzes 03' 04'!- West, ' along said 3.ine 2531.24 feet; thence continue along said, .line South 45 degrees 40.08" West, 1x2.35 feet to the North right-of-way line of .Gulf-To-Hay Boulevard (state Road SO); thence North 89 degrees 42'43" West, along said North right-of-way line, 100.OD feet, to the abovementioned POINT OF BEGINNING; _therace continue along said line North •B9 degree's . 42'43" Weet, 204.0 feat, thence North O1 degrees~03'~04" :East, 150,00 feet; thence South 89 degrees 42'43" East, 200.00=feet;. thence South Ol deg~:ees 03'04" Went, 15D.00 feet to the ' aforementioned PO:iNT ~F BEGT._NA7ING. A PARCEL OF LAND BEING A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 114 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 1fi EAST, PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 18; THENCE N 01°03'04" E FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY OF GULF TO BAY LSO KNOWN AS STATE ROAD 60); THENCE N 89°41'28" W ALONG BOULEVARD (A SAID NORTH RIGHT-OF-WAY FOR 200.02 FEET TO THE POINT OF BEGINNING; THENCE N 45°40'48" E FOR 142.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19; THENCE N 01°03'04" E ALONG SAID ' " W ALONG 28 WESTERLY RIGHT-OF--WAY FOR 250.00 FEET; THENCE N 89°41 A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 244.26 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL ~- WITH SAID WESTERLY RIGHT-OF--WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S 62°04'14" W, 27.43 FEET; THENCE N 89°41'28" W ALONG A LINE D ~ ~ ~ ~ ~ rL! + ~ ', D PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVAR THENCE N 08°41'21" W FOR 17.36 FEET; THENCE N 89°41'28" W, T '' s ! i , ; FOR 68.04 FEE ALONG A LINE PARALLEL TO SAID NORTH RIGHT-OF-WAY OF GULF TO BAY LEL r+~-~ ~ ,1 „__ _ ; ~ : :~ ! ! BOULEVARD FOR 60.76 FEET; THENCE S 01°03'04" W ALONG A LINE PARAL ~. -. L ~"„y 1 TO SAID WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY 19 FOR 83.86 FEET; _.~ j THENCE S 89°41'28" E ALONG A LINE PARALLEL WITH SAID NORTH . . i p(~QN{ytryr g pE~E h ; RIGHT-OF-WAY OF GULF TO BAY BOULEVARD FOR 200.00 FEET; THENCE " W ALONG A LINE PARALLEL WTH SAID WESTERLY RIGHT-OF-WAY ' ° • ,. ~~ I ~~~ ~~ ., , i I C _~ - ~.~ nF Ci ~'^.' `,tq~, l `:? 03 04 S 01 HIGHWAY 19 FOR 150.00 FEET; THENCE S 89°41'28" E ALONG THE NORTH S U . . RIGHT-OF-WAY LINE OF GULF TO BAY BOULEVARD FOR 100.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 1.96 ACRES, MORE OR LESS. ORIGIi~A~ Parcel I: Commence at the Northeast corner of Section 18, Township 29 South, Rangy 16 East and run North 69 degrees 39'.14" West, 100.02 feet; thence South O1 degrees 03'04° West, 2531.24 feet along the West right-of-way line of U.S. Highway 19; thence 5auth 45 degrees 40'08" West, 142.35 feet to a point on .the ,. North right-of-way line of S.R. 60 (Gulf To Bay Hlvd.); thence along said North right-of-way line North 89 degrees 42'.43" West, 250.00 feet to the POINT OF BEGINNING; thence. continue North 89 degrees 42'43" West, 50.00 feet; thence North Ol degrees 03'04" East, 15D.00 feet; thence South 89 degrees 42'43" East, 50.D0 feet; thence South O1 degrees 03'04° Pleat, 150.00 feet to the POINT cOF BEGINNING. Parcel II: A portion, of the 5autheast 2/4 of the Northeast 1%~4.of section 18,.Township 29 So~sth, Range 16 East and more_paiticularly described as follows : ; Commence at 'tIie• Southeast. corner of. said Southeast .l/4 of the . Northeast..l/4 of Section 18, running .thence along the' Easterly line.of:said Section 18, North 01 degrees•03'04" East, 50.00 feet;.thence Borth 89 degrees 42'43" West, 300.03 feet to a cogperweld.pin on the Northerly right-of-way line to Gulf To Bay Boulevard••(S.R. 60)(100 foot right-af-way) at•the POINT OF BEGINNING; running thence (1) along said line to Gulf To Bay .Boulevard North 89 degrees 42'43" West, 150.QO~feet~to.a capperweld pin in~a line of land now or formerly of .Howard Johnson Incorporated of. Florida; thence (2).. a3oiig said= line of_ line of Howard Johnson. Inc~rporateci of Florida North 01 degrees 03-' 04." .East; •:150'. 00.. feet 'to a ~ copperweld pin •in •another :Line of land now:.~or ~formezly ~of Howard Johnson. Incorpcjzate.c' of. Florida; thence (3~).along said other line of land of~.Howard Johnson . Incorporated,:of Florida South 89 degrees• '42' 43!' East,. 150. U~0 feet ,to a copperweld,pin in.etill another line of land now~or formerly of Howard Johnson Incorporated of Florida;•thence~•(4~ alcrig said. still another line .of, Howard Johnson Incorporated of F'Zorida South O1 clegraes 03'04" Wzst, .350.00 feet to the. POINT OF &EGINNING. ~µ_j ~. p,.iCELS I ~t~iy'D II BEIT3G NIOR~' PFiP,TICUI~.RI;Y DESCRIBED :AS - FOLLOWS: ~ • Beginning :at a point found by measuring from •.tHe _Nbrtheast~ corner,.o€ .section 18, Township 29 South, Range`16• :EB.st,.:'Nortts ` 89 ~elegrees-~39~'•14" 41est, 100 .02 feet to the West' right-of'~way `liiie..of ~U;S.. Highway 19; thence -South 01 degrees 03'' 04'!• West, .along said line 2531.24 feet; thence continue alang~ said. .line South 45 degrees 40'09" West, 142.35 feet to the North right-of-way line of •Gulf-Ta-Bay Boulevard (State Road SO); thence North 89 degrees 42'43" West, along said North right-of-way line, 100.00 feet, to._the abovementioned POINT OF BEGINYtING;.thence continue along said line North 89 d'egreea . 4.2'43" West, 200.0 feet, thence North O1 degrees'03'•04":East, - 150.00 feet; thence South 89 degrees 42!43" Eaat; 200.00 feet; thence South O1 degrees 03'04" West, 150.00 feet to the aforementioaed POINT OF BEGINNING. "'~`' r-~ i ~-; ,~ ~~ ?~ `~ ~~ .f i PI..APJ11;rG R Of ~_.~ ; ., ; C: - rirv cac. c ~-~ `---- !~ ~_1 J ~ ~l [1 ~ v ~ q~ ~i ~~, [ . i ~C ~, z~ `.y '~~ z -----J _ a ~,~. . ~~ ` ~~~ ~~ - - ! ` ~~ .. ~,~..r r-- ,~ ~~ . ~1 kr ;. ^~ - ~ \v) ~Northsi~e ~~ s ~~. STORMWATER REPORT FOR: CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • HOLIDAY INN EXPRESS ADDITION ~~ ~ ~ --- ~~; ~ ~~-, ~t ~ ,. p t ,~ QRIC4NA'~. .. ~S3S~x '~ "~" ... M ~ ~ ~• x,. A n u ~" ~ ~'i~ wi .. ~ . ~.. t~ ~.::~: .~ .4+4 7. y ~ ~.! ~ e Ram A. Goel, September, 2005 Project No. 0571 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH@MI N DS PRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ~:.,; P.E. #4743 ~~ '~osr+~~ a ~i~ as as~a~' • • DRAINAGE NARRATIVE FOR HOLIDAY INN EXPRESS ADDITION The proposed construction activity consists of construction of 32 additional hotel units and concomitant utility, parking and landscaping within a property area of 115,754 sf. This results in the following: • REMOVAL of 74,820 S.F. existing impervious area. • Construction of 75,738 S.F. proposed impervious area. • This yields a net INCREASE of 918 S.F. of impervious area The proposed water quality treatment is equal to ''/z" of treatment quality over 115,754 sf of the proposed work area totaling a volume of 4,823 cf. Recovery of this volume is through 55' of a perforated sock 6" PVC underdrain and occurs within 23 hours of the rainfall event. 25 yr/24-hr post development discharge does not exceed 25yr/24-hr pre- development discharge. Overflow is through the top of the control structure fitted with a grease skimmer and into a 14" x 23" RCP which discharges to an existing City's storm water drainage system. GRiGINat ~__[~(~[~U1u~~~ ~. r,. r, ~~~ PLpNNlNG & D~Vc~pP,~,r:rd t $VC~ CITY C~~ t:i c~ c :1."~IA xr • PROJECT NAME: PROJECT NO. EXISTING CONDITIONS TOTAL DRAINAGE AREA= IMP. AREA= POND AREA= PERV. AREA= CN CALCULATIONS HOLIDAY INN EXPRESS ADDITION 0571 115,754 SF = 2.66 ACRES 74,820 SF = 1.72 ACRES 0 SF = 0.00 ACRES 40,934 SF = 0.94 ACRES TOTAL DRAINAGE AREA= 115,754 SF IMP. AREA= 74,820 SF OF IMP. AREA @ CN = POND AREA= 0 SF OF POND AREA @ CN = PERV. AREA= 40,934 SF OF PERU. AREA @ CN = (LAWN IN FAIR CONDITION, TYPE A) CN = 80.67 T.O.C. = 15 MINUTES PROPOSED CONDITIONS TOTAL DRAINAGE AREA= 115,754 SF = 2.66 ACRES IMP. AREA=~ 75,738 SF = 1.74 ACRES POND AREA= 6,897 SF = 0.16 ACRES PERV. AREA= 33,119 SF = 0.76 ACRES CN CALCULATIONS TOTAL DRAINAGE AREA= 115,754 SF IMP. AREA= 75,738 SF OF IMP. AREA @ CN = POND AREA= 6,897 SF OF POND AREA @ CN = PERV. AREA= 33,119 SF OF PERV. AREA @ CN = (LAWN IN FAIR CONDITION; TYPE A) CN = 81.24 98 100 49 98 100 39 T.O.C. = 15 MINUTES ~ • PROJECT NAME : HOLIDAY INN EXPRESS ADDITION PROJECT NO.: 0571 COMBINED POND STORAGE DATA T.O.B. EL.= DHW = T.V. EL.= BOTTOM EL.= STAGE ft-NGVD AREA SF AREA AC STORAGE CF 51.00 6,898 0.158 13,617 50.50 6,112 0.140 10,365 50.25 5,719 0.131 8,886 50.10 5,483 0.126 8,046 50.00 5,325 0.122 ~ 7,505 49.70 4,854 0.111 5,979 48.60 3,124 0.072 1, 591 48.50 2,966 0.068 1,287 48.00 2,180 0.050 0 ~- ~ F ~ TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = REQUIRED WATER QUALITY DEPTH = REQUIRED WATER QUALITY VOLUME _ PROPOSED OUTFACE ELEVATION = AVAILABLE WATER QUANTITY = 115,754 SF 0.50 IN 4,823 CF D ..v.~ ~ ~ ~ U ~ .70 FT ~`~~ ~ ~ L~~J ~ 979 CF PtANNfNG ~ [?E~-.:LCD '~ E S`JCS __. C;1 r4' ClF C: Est "r"~.K;~.,'1 ~ • NORTHSIDE ENGINEERING SERVICES POND DRAWDOWN ANALYSIS PROJECT: HOLIDAY INN EXPRESS ADDITION PROJECT NO.: 0571 VOLUME PROVIDED = 5,979 C.F. BOTTOM OF SLOT ELEV. = 49.70 BOTTOM OF POND ELEV. = 48.00 UNDERDRAIN INVERT ELEV. = 47.00 K = 0.09 FT/MIN LENGTH OF UNDERDRAIN = 55 FT SIZE OF UNDERDRAIN = 6 INCH POND AREA (SF) _ ~ 4,854 S.F. POND AREA (SF) = 2,180 S.F. ELEV. AVG. HEAD INCR HEAD L (AVG) HG ILTER ARE FLOW POND AREA INCR VOL. INCR TIME FT FT FT FT S.F. CFM S.F. C.F. MIN. 49.70 4,854 2.24 0.43 2.75 0.81 86 6.32 1,921 304 49.28 4,186 1.81 0.43 2.75 0.66 86 5.12 1,637 320 48.85 3,517 1.39 0.43 2.75 0.50 86 3.92 1,353 345 48.43 2,849 0.96 0.43 2.75 0.35 86 2.72 1,069 393 48.00 2,180 TIME= 1,361 MINUTES TIME = 22.7 HOURS ORiGiN~1i. ~ ~~~~~M ~? ~ L Z~..~.; PLANIV1Na 8 DEVF1C~i-:~,,~ °J r 5!JCS 0571 - Holiday Inn Express Addition ICPR Input ___= Basins ___________________________ Name: Post-Dev Group: BASE Node: Pond Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount.(in) 9.000 Area(ac) 2.660 Curve Number: 81.24 DCIA(%) 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: Pre-Dev Node: Pre-Dev Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in) 9.000 Area(ac) 2.660 Curve Number: 80.67 DCIA(%) 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 24.00 Time of Conc(min) 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ----------------------------- ----------------------------------------------------- ----- ___= Nodes Name: Pond Group: BASE Type: Stage/Area Base Flow(cfs): 0.000 Init Stage(ft): 48.000 Warn Stage(ft): 51.000 Stage(ft) Area(ac) --------------- --------------- 48.000 0.0500 49.700 0.1100 51.000 0.1600 ------------------------------------------------------------------------------------------ Name: Post-Dev Base Flow(cfs): 0.000 Init Stage(ft): 39.800 Group: BASE Warn Stage(ft) 45.000 Type: Time/Stage - 1.-----~ Z '''~~~ -v t~ ~L") ~~+ C 7 - ~ 3 J ..~ t7 G ~ ~ ~ ~~ ~'1."'"i i t:J ~`~ ~O ~, 1'~1 -""7~ l7 C~ ~+~ ~"~ C 1 ~~ ~.~ s L ~ r ~ T.~~.! • • ~J 1..~--.~ u Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 4 0571 - Holiday Inn Express Addition ICPR Input Time(hrs) Stage(ft) --------------- --------------- 0.00 39.800 999.00 39.800 ------------------------------------------------------------------------------------------ Name: Pre-Dev Base Flow(cfsy: 0.000 Init Stage(ft): 46.000 Group: BASE Warn Stage(ft): 51.000 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 0.000 999'.00 0.000 ---------------------------------------------------- ---------------------------------------------------- ___= Drop Structures _______________________________ Name: outfall Group: BASE UPSTREAM Geometry: Circular Span(in): 15.00 Rise(in): 15.00 Invert(ft): 46.150 Manning's N: 0.013000 Top Clip(in) 0.000 Bot Clip(in): 0.000 From Node: Pond To Node: Post-Dev DOWNSTREAM Circular 15.00 15.00 45.800 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Outfall *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 48.00 Invert(ft): 49.700 I ~ ~ (~'~---~ "~' ' ~ ~J L w ``~i ~ ' 1 'i j'~~'yj iii ` rU ' ~ -u j T~ <. ~~ j j '. ~r,~n tTl .. ~ --! CQ e~~ ~ ~-.~_. ~ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Length(ft): 35.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.500 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Ines: 10 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 • Ci Page 2 of 4 0571 - Holiday Znn Express Addition ICPR Input Rise(in) 9.60 Control Elev(ft) 49.700 --------------------------------------------------------- ----- ----------------------- ___= Hydrology Simulations _______________________________________________________________ Name: 025 Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\025.R32 Override Defaults: Yes Storm Duration(hrs) 24.00 Rainfall File: Flmod Rainfall Amount(in): 8.50 Time(hrs) Print Inc (min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100FINAL Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\100.R32 Override Defaults: Yes Storm Duration(hrs) 24.00 Rainfall File: Flmod Rainfall Amount(in) 11.80 Time(hrs) Print Inc (min) --------------- --------------- 30.000 5.00 ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ ___= Routing Simulations _____________________________________~-- ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ Name: 025 Hydrology Sim: 025 Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\025.I32 Execute: Yes Restart: No Alternative: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time (sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. ...~ L ~ -.__ _ ~ - ~ 'C } , , Q.~ y f . :. f ~ ~ ~~ ~° f i ~-t e ,1 rn 11 ~ u • Page 3 of 4 0571 - Holiday Inn Express Addition ICPR Input =-------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes -------------------------------------------------------------------------- ___= Boundary Conditions _________________________________________________________________ • `~j 7 _ _ ' „ 1t7r E 1 ~ { (nrrr ~'"`~ i ~' f- C e'. ~ C ~~ ~, ~ f ~ `tom ~ C.j t ~ ~-~ C? J (~ ll Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 4 057.1 - Holiday Inn Express Addition Max Pre-Development Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 025 Pre-Dev BASE 12.10 9.668 6.174 59611.810 • D ""~ '~ ~~ ~~ .~t,i C `~ ,.n ~- ~ ~ r' ~ ,C ~, ~ Ir ~ ~--~ 1 ~ ~ ~ ~~ n L c~ _ ____ _ ; f"`~- • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 0571 - Holiday Inn Express Addition Max Post-Development Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs Pond 025 50.489 51.000 0.0050 6113 9.725 8.964 f Z ~Z --~ ~ u iG? ifio ! ~ ! i •- ~o ~ ~~ ~,, r r=a ;~ ~ ~ ' ~ ~ -, ;!'J s '„ ~ ....~._ F n L ._.:-~~__ tiq A -;s'-~ ~-- -- i Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 0571 - Holiday Inn Express Addition ICPR Znput - - Basins =----------------------------------------------------------------------------- ____ -------------------------------------------------------------- Name: Post-Dev Group: BASE Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in): 9.000 Area(ac) 2.660 Curve Number: 81.24 DCIA(%): 0.00 Node: Pond Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 Storm Duration(hrs) 24.00 Time of Conc(min): 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: Pre-Dev Node: Pre-Dev Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Flmod Rainfall Amount(in) 9.000 Area(ac) 2.660 Curve Number: 80.67 DCIA(%) 0.00 Peaking Factor: 256.0 Storm Duration(hrs) 24.00 Time of Conc(min) 15.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ ___= Nodes _____________________________________ Name: Pond Group: BASE Type: Stage/Area Stage(ft) Area(ac) 48.000 0.0500 49.700 0.1100 51.000 0.1600 Base Flow(cfs) 0.000 Init Stage(ft): 48.000 Warn Stage(ft): 51.000 Name: Post-Dev Base Flow(cfs) 0.000 Init Stage(ft): 39.800 Group: BASE Warn Stage(ft): 45.000 Type: Time/Stage Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. • '' ~-~/: ^~ f ~~ 'r ~ E ~ '•J n m J ;~ ~ c- x'1M G J i_ " 7I'~ ~ `' T3 I" ~ < ~ I"`~.' ~ yy ~= r ~? `q`- ~ C 1 I)--~i ~ Page 1 of 4 0571 - Holiday Inn Express Addition ICPR Input Time(hrs) Stage(ft) 0.00 39.800 999.00 39.800 Name: Pre-Dev Base Flow(cfs): 0.000 Init Stage(ft): 48.000 Group: BASE Warn Stage(ft): 51.000 Type: Time/Stage -- Time(hrs) Stage(ft) 0.00 0.000 999'.00 0.000 ___= Drop Structures --------- Name: Outfall Group: BASE UPSTREAM Geometry: Circular Span(in): 15.00 Rise(in) 15.00 Invert(ft): 46.150 Manning's N: 0.013000 Top Clip(in) 0.000 Bot Clip(in): 0.000 From Node: Pond To Node: Post-Dev DOWNSTREAM Circular 15.00 15.00 45.800 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Outfall *** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Span(in): 48.00 Length(ft): 35.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.500 Exit Loss Coef: 1.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 TABLE Bottom Clip(in): 0.000 Top Clip(in) 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 49.700 ~J "'~` .~ - ~~, .._ . . r ., ~ ;'~ ~ j j ~ _3 -~3 ? 1 ~ 1 "7 ~ ~ - 7 !^~ e.~ ~ ~~ . Cn i CA ~-- ~ z • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 4 0571 - Holiday Inn Express Addition ZCPR Input Rise(in) 9.60 Control Elev(ft) 49.700 -------------------------------------------------------- - - ------ ---- - - ___= Hydrology Simulations _______________________________________________________________ Name: 025 Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\025.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in) 8.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100FINAL Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\100.R32 Override Defaults: Yes Storm Duration(hrs) 24.00 Rainfall File: Flmod Rainfall Amount(in) 11.80 Time(hrs) Print Inc (min) --------------- --------------- 30.000 5.00 --------------------------------------------- ___= Routing Simulations ____________________ --------------------------------------------- - - --- - - -- - - -------- _________________`_______________________ ----------------------------------------- ---- ____ ---- -----------------------y-----gY Name: 025 H drolo ----------------------------------------- Sim: 025 --- ` "~~_ © Y• Filename: X:\2005 AutoCAD Projects\0524 - (Citrus Park Condos)\DRAINAGE\025.I32 s R rt N E t Y t Patch No r'1- -~-• (~"- J xecu e: e es a : o Alternative: No : : ~`'' r~.r, UIJ f ~ k f d ~;~ ~9 s Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 ~ ?, ~ ~ ~a Time Step Optimizer: 10.000 ~ { ~ Start Time(hrs): 0.000 End Time(hrs): 30.00 ~: ~~ ~=; (-~- Min Calc Time(sec): 0.5000 Max Calc Time(sec) 60.0000 ~;.r Boundary Stages: Boundary Flows: `~w t ~,~ i t.l ~( ) Y Time(hrs) Print Inc(min) ~ L u Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 4 0571 -Holiday Inn Express Addition ICPR Input --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes -------------------------------- ___= Boundary Conditions ______________________________________________________ ------------------------------------ • C 7 `' l.r sl - - ~ f'S -- ~ ., J U ,~ t ~ t t l ..L-~ ~--. ~ Y ~ ~-;'-~' ~ J } c. s ~---~ r 4 • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 4 of 4 0571 - Holiday Inn Express Addition Max Pre-Development Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 025 Pre-Dev HASE 12.10 9.668 6.174 59611.810 • ~~7 "Tim C f 'a ! ~ ~' ~i ~ ,ri i r ~J C.:1 ~J Ull ¢:.9 a ~~ S 1` i~i f ) x ~J' ~ ~ ~ i c '~. ~` -_• .X • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of l 0571 - Holiday Inn Express Addition Max Post-Development Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs Pond 025 50.489 51.000 0.0050 6113 9.725 8.964 • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 PosT 32 Rim, N ~~~ Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description/ITE Code Units Expected Expected PM Peak PM In PM Out Units Daily Trips Trips -Total Truck Terminal 030 Acres General Li ht Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross Sin le Famil Homes 210 DU A artments 220 DU Mobile Home Park 240 DU Assisted Livin 254 DU All Suites Hotel 311 Rooms 32.0 157 13 6 7 Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Da care Center 565 - TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Buildin Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch.Hour Traffic Sho in Center 820 Rate TSF Gross Quality Restaurant 931 TSF Gross Total In Out Hi h Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Onl 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Su ermarket 850 TSF Gross Convenien. Mkt O en 24 hrs 851 TSF Gross Convenien. Mkt O en 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pum s 853 TSF Gross Discount Club 861 TSF Gross Pharmac /Dru store w! Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes ("_ - >.~ Y:\PubiiclAgency Apps\FDOT\[tripcalc_16.x1s]Calculations 20-Sep-05 ~ 57 13 6 7 ~ ~ ~--~, ~.~., Z ~-- ~-I -C 7 ~V ~p ~_~ ~'i, j l`J G ~~ • ' tea ;N1 ~ c. ~'~ ~ t^ ~ ~+ :. ~~} `mil c t ~.~: -, ~°~ v'Lunch Peak 146-364 two way trips r r' G- i E~ ~R~ t ~ 2gjg s. ~. S2eta: ~ Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description/ITE Code Units Expected Expected PM Peak PM In PM Out Units Daily Trips Trips -Total Truck Terminal 030 Acres General Li ht Industrial 110 ~ TSF Gross Mini Warehouse 151. TSF Gross Sin le Famil Homes 210 DU A artments 220 DU Mobile Home Park 240 DU Assisted Livin 254 DU All Suites Hotel 311 Rooms Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Da care Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Buildin Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Sho in Center 820 Rate TSF Gross 1.3 56 5 2 3 Quality Restaurant 931 TSF Gross Total In Out Hi h Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru OnI 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Su ermarket 850 TSF Gross Convenien. Mkt O en 24 hrs 851 TSF Gross Convenien. Mkt O en 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pum s 853 TSF Gross Discount Club 861 TSF Gross Pharmac /Dru store w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes (' T°~°~r---"' Y:\Public\Agency Apps1FD0T\[tripcalc_16.x1s]Calculations 20-Sep-05 5fi 5 2 - 3 f~: C,:~ , ,~ t'CJ C~~ ~ j IV f :~ ~, r R ~ -'"I ~ ~ til: i ~ t --~ i ~ ~C_._._-_-~~ 7 ®~ .~~"='s~ r~H e ~~ -- r"`~.~ t v'Lunch Peak 146-364 two way trips ,z.. fQt1 a wes as~aiv lO~Ji11DYlIlMVM •a NFWP wwotil'ua4vMUr~,o 'OKIQ AYB QL d711B ONY 64 AMF1911 4iL111Y'P NNI 889tleflC~ NNt ~kVC110H NOILGW WOOtl ~6 ~ ~ a ~r~w i W Q a z Z a ~ ~ ~ ~ ~ ~ ~ ~ ~ ,~ ~? ~~ __ A'1 .'1 ~. ~~ ~~~~~ WEST ELEVATION !GAIL 1/M' ~ 1' - C SOUTH ELEVATION uAIL lis- - r - c o 's o e o as ~m .~ P tl ~~ ~_ NZ ~a l9Z ~U ~~ ~~ r A2.0 4A:1 } rxm 'fIlA'£?iaf ~ YoN ;~~...¢~ ,..s^.isAS°,:T L^x 1 ~t! 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IX5A7E fi8i't' .,_»~I _~-..4.._~ i ~~ i?LEf' ~ Ly OdaC. f:ti48 (~ a~ Y Mrir apf' W. ~ n;aae5 ESEV. ~ Rt.~'l _ ~zu0e :f I ~ ~ ~sn ova eix - ~ mru~ .'~srua ~,u+ ~ _~ _ ~._-- --~-..~~~ ~__ ._ ~_ ._ ._~. _ _~_ _ .~__ _ _ ___-- U.S. HIGHWAY NO. 19 __.~._.~n ~; ~~~ ~.___ ....._...... _ ._._~...._...__.___.. e ~ e- n e. V #~ AF~~ S. ~~ e ` Q ~" `~ ,, N 01''03 4~E ~--~- : ` ...ry,-km-]60.0 Y 8M arc jl ~ .. ~s ~-~'~. - i i r~ ~ ~~ ~ a rar ~t.x ~~ „ C ~n~` ~} w~ r.~mcx~ ~, 1 1 ~ ~i'~~`ur.razxcec C f :~ ~~ Cam'! UJu /~ afL ~ .3s'v. m Baca ~ ~ C-'7 V ikk6AS tiLY..• '3288 enrtw ncx..~ usx .fl f1~1 ~zt ~_ I~Cl 4c ~ ~ Q. c~:.m ,per .- 11) N .,; t0 ' i _~ I \ 1 ~3 I . a iNO d' I .% Ip~ 0 0 ~ ..i. ..~ ,00'OOZ b.68 S j ~ N~ I T~ I I I I I I I U I 3~ a~ 0 ih o - ._ w o~ C O '- N, db3 7 d S~i~ ~ N ~ 1 N f p N F • ~~Kjjj ~~ z,sr... j L.! D .~ 1 .__ r .r ~! . ;.r_. ~ ~. f L~J 1 ~~ o~ , o ~ rf~p r ,t .f ~; re PLAN ts,, & DE^S, , < t ` v 1f ~1~~1,~~., 1 .w „ .1 [ .. o O r - 4 .. . 0 ~ ~ ~ ~ ~ 'i. ~. .~ 3 o z o~ ' ~ o f o N ~ lN0 d __ N ~~ I X W li dOlS ~~~ ~~ . . MSS 5'Sr Jf3 _ ~ (W), l0'OOZ iN.Si;Zb.68'N 3 „8Z,1b.68 S • m ~ ~~ S3NVl ONf108 1S3M - - - • d 09 Q~O?I 3•LT~.LS - Q?l~'A,~7'lIIOB .iT~B-OIL ~~rn~ _ aoivard3s al~v~u ~~ COLOR CHART IVORY -10444 (86) ALMOND - 10407 (73) SPICE TAN -10415 (52) PROPOSED 32 ROOM - 4 STORY HOTEL ADDITION dal US HWY 19 AND GULF TO BAY BLVD. CLEARWATER, FLORIDA .~ HOLIDAY INN EXPRESS EXPANSION 2570 & 2580 Gulf to Bay Blvd PAREXColors TOP Almond 1407(73} BUILDING BASE Spice Tan 10415(52) TRIM In a Swirl Fine Texture '' Lj 1 ~: ` r d p `, ~ { ~ ~p ~ ~~ ~(, ~ ti ~. " r ` . r. ~. ~.~ ~ f Swirl Fine t ' Aggregate size: 1.5rnm ~ ~"'.' , ' `~ (~k . ~n ~~~..~ Ivory 10444(86) Northsi~e ~~.~~. CIVIL ~ LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • ORIGIN~IL LETTER OF TRANSMITT Date: Sept~;~n~bcr ~~O, 205 - P - '- To: Sherry L. Watkins, Administrative Analyst ' ~ ~ ~ j City of Clearwater Planning Department ~~~ ~ ~ ZC~~~ ~ i1~~1 100 S. Myrtle Ave, #210 --- ~ Clearwater, FL 33756 `pt;,~~~~ p:~~=:_ _ ,:+, ~ , ~.~; Reference: 1Ioiiday aml :Express Expansion i 2570 & 258(1(:iull.'To Bay Blvd. NES Pro # 0571. r=-~a~s - a q I ~ We Transmit: X Originals X Prints X Enclosed Linder Separate Cover Addendum Mail UPS Overnight Shop drawings Pick-Up .X Hand Delivered Specifications X Applications Floppy Disk ~,u~ics w: FILE By: N. Pelzer ee .Ruggiero, Project Planner A. Haines. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH®MINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 a,._ ~ ~.=;.~r_ ~ITY O~ ~LE1~I'~W~T'~R . _ _ z_q ~, +, yo PLANNING DEPARTMENT ,~. ~. ;~~-"' °4~V~~~ Posr Orru:r=. Box 4748, Cl.r':nrturA"I'IiR~ Fr,ol(Ir>n 33758-4748 '.,~T~R,+y~i1 Mu~lclhnl. Sratvlcas I3r;ll.nl~c, 100 Sorrlrr Mvirrr.r: Avrxl;r:, Cl.cnri~w,rrl•:IZ, I~r.ol~lr)n 33756 'I'el.la~rlo;`r•. (727) 562-4567 PAx (727) >62-865 Logic Rn~cr; Prnu~r~c~ Dr:vFa.oh~~u:~"r Rl:vu:W August 14, 2006 Ms. Renee Ruggiero Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Re: Minor Revision to FLS2005-11085 - 2570 Gulf to Bay Boulevard (Holiday Inn Express) Dear Ms. Ruggiero: At its meeting of December 8, 2005, the Development Review Committee (DRC) approved with conditions the above referenced Flexible Standard Development application to permit the addition of 28 overnight accommodation units to an existing overnight accommodation development with an increase to height from 25 feet to 39 feet (to roof deck) and an additional 13.5 feet for architectural embellishments under the provisions of Section 2-703.M of the Community Development Code. Subsequent to this approval, a request was submitted to realign/relocate the proposed westernmost drive aisle and adjacent parking spaces in order to better accommodate the preservation of an existing tree. In accordance with the provisions of Section 4-406.A of the Community Development Code, the revision was deemed to be a Minor Revision and was approved on May 11, 2006, subject to those conditions of the original Development Order. On August 7, 2006, a request was submitted to add a balcony smoking area and a second elevator to serve the existing/proposed overnight accommodations. In accordance with the provisions of Section 4-406.A of the Community Development Code, the proposed revision has been deemed to be a Minor Revision and is hereby APPROVED with the following conditions as per the original Development Order: 1. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 2. That prior to the issuance of any building permits, all Traffic Deparhnent conditions are addressed; 3. That prior to the issuance of any building permits, an east/west section drawing with existing and proposed grades through tree #13 must be provided; 4. That prior to the issuance of any building permits, the grades shall be revised so that there are no cuts under the canopies of trees that are to be preserved; 5. That prior to the issuance of any building permits, tree numbers 8, 15 and 16 are depicted as being removed; 6. That prior to the issuance of any building permits, all plans are revised to indicate the trees that are to be removed; 7. That prior to the issuance of any building permits, a tree preservation plan that has been prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture is provided. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved, and how these impacts (i.e. crown elevating, building I r:~~n I lu+ic:u;u, ~~t:~ic,r Jrnt~~ Ik,r:~~, Cui xr.n.~ut~iiiiu; I lnrr I ln>ni:rc,~, Cc,r~cu.~tr:w+iu; lin.i. Jo;~u,~, Cr,r,~c.ii.w:~n+r:r ® (::ua e~ :~. I'rrerse~, Cc,rxcti.>ntwser, „I'.c,u:~i. I?,w~i ~,i ~n:~ r :~.vi, Arrrnat:~ rn~![ ricru tx I?,~ml.u~ i:r:,~ August 14, 2006 ~ • 2570 Gulf to Bay Boulevard (Holiday Inn Express) Page 2 of 2 lintels, root pruning and/or root aeration systems) are proposed to be addressed. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), the tree barricade detail and any other pertinent information the arborist feels relates to tree preservation; 8. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 9. That prior to the issuance of a Certificate of Occupancy, all utility equipment, including but not limited to electrical and water meters, is screened from view and/or painted to match the building to which they are attached, as applicable; 10. That prior to the issuance of a Certificate of Occupancy, the existing sign for "Driven Image" is to be removed; 11. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff; 12. That all utilities including individual distribution lines will be installed and/or relocated underground; 13. That if the project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense, and that if underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements; 14. That the first building permit be applied for within one year of the approval of the Flexible Standard Development application (by December 8, 2006); and 15. That the final Certificate of Occupancy be obtained within two years of issuance of the first building pern~it. 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. te~ft(a,myclearwater. com. Sincerely, Michael Delk, AICP Planning Director S: (Planning DepartmentlC D BlFlex Standard (FLS)Ilnactive or Finished Casesl Gulf to Bay 2570 Holiday Inn Express (C) - ApprovedlGulf to Bay Blvd 2570 -Minor Revisions Letter 08-14-06. doc Nortns~i~e ~~ CIVIL • LAND PLANNING • ENVIRONMENTAL• TRANSPORTATION • LETTER OF TRANSMITTAL Date: August 11, 2006 To: Robert Tefft, Planner III City of Clearwater Planning 100 S. Myrtle Ave, #210 Clearwater, FL 33755 Reference: Holiday Inn Expansion - BCP2005-12008 NES Proj# 571 We Transmit: Enclosed Under Separate Cover X Originals Mail UPS Overnight X Prints Pick-Up X Hand Delivered Addendum Shop drawings Specifications Applications Per Your Request For Your Review & Comment Floppy Disk X For Your Use For Your Approval For Your Files For Your Information Copies Description 1 Set (7 sheets) of Civil and Landscape Plans Please contact us at (727) 443-2869 should you have any questions or comments. B ~°".. ±? Renee Ruggiero, Project Planner Copies To: N. Pelzer File 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH©MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 RECENED _ - AuG o-~ Laos ~- -- _ PLANNING DEPARTMEM ' Cf1YOF CL.EARWATER S `~ ~/ ~u~57`f o.~ LC~SC ~ e-~~ ~rLG ~ L~ ~ r- ~os-e -~.> fyl~ tiv~, '7a~ ~- A?a ~ - S~ a y /yI ~4 ~ L ~ J o r-?N.~ ~ /I~JG cUn~ ~q /,ta z-c'~-c "~ i i f { ... A, .~; ~ ~=.~M CITY OF ~ LEAR~UATE R ~~'` "~; ~~ °~`"` - `~'~> PLANNING DEPARTMENT "~L~~L~~~,v POST OFFICE BOX 4748, CI,FARWATER, FLORIDA 33758-4748 ~~~+i d ~ ~ ~ MUNICIPAL. SF.RVICI3S BUILDING, ZOO SOUTH MYRTLE AVENUE, CI,FARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVFiL,OPMENT REVIEW May 11, 2006 Mr. Housh Ghovaee Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Re: Minor Revision to FLS2005-11085 - 2570 Gulf to Bay Boulevard (Holiday Inn Express) Dear Mr. Ghovaee: At its meeting of December 8, 2005, the Development Review Committee (DRC) approved with conditions the above referenced Flexible Standard Development application to permit the addition of 28 overnight accommodation units to an existing overnight accommodation development with an increase to height from 25 feet to 39 feet (to roof deck) and an additional 13.5 feet for architectural embellishments under the provisions of Section 2-703.M of the Community Development Code. Subsequent to this approval, a request was submitted to realign/relocate the proposed westernmost drive aisle and adjacent parking spaces in order to better accommodate the preservation of an existing tree. In accordance with the provisions of Section 4-406.A of the Community Development Code, the proposed revision has been deemed to be a Minor Revision and is hereby APPROVED with the following conditions as per the original Development Order: 1. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 2. That prior to the issuance of any building permits, all Traffic Department conditions are addressed; 3. That prior to the issuance of any building permits, an east/west section drawing with existing and proposed grades through tree #13 must be provided; 4. That prior to the issuance of any building permits, the grades shall be revised so that there are no cuts under the canopies of trees that are to be preserved; 5. That prior to the issuance of any building permits, tree numbers 8, 15 and 16 are depicted as being removed; 6. That prior to the issuance of any building permits, all plans are revised to indicate the trees that are to be removed; 7. That prior to the issuance of any building permits, a tree preservation plan that has been prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture is provided. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones. (drip lines) of trees to be preserved, and how these impacts (i.e. crown elevating, building PRANK I-III4BnRI), Mr\YOIt 13u.t.JOraoN, Vt(:r:-Mnvoi( -(>un I~<n:nn, COIIKCII.~IIi:\Ilil•:K I-IuYr Hnb111:1'ON, C(nrncii.~~tr:n~itrtc ® Cnia.itrv A. Pt•.ritt(sr:n, C(nmcn~tr:wti:e ~~IiQUnL, LMPLOYMI?N"I' ANn AFFIRMA•I•IVI{ A(:'IION I;MPLUI"I?R~~ May 11, 2006 2570 Gulf to Bay Boulevard (Holiday Inn Express) Page 2 of 2 lintels, root pruning and/or root aeration systems) are proposed to be addressed. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required}, the tree barricade detail and any other pertinent information the arborist feels relates to tree preservation; 8. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 9. That prior to the issuance of a Certif cate of Occupancy, all utility equipment, including but not limited to electrical and water meters, is screened from view and/or painted to match the building to which they are attached, as applicable; 10. That prior to the issuance of a Certificate of Occupancy, the existing sign for "Driven Image" is to be removed; 11. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff; 12. That all utilities including individual distribution lines will be installed and/or relocated underground; 13. That if the project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense, and that if underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements; 14. That the first building permit be applied for within one year of the approval of the Flexible Standard Development application (by December 8, 2006); and 15. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. 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.te~ft(a,myclearwater.com. Sincerely, ~~ . Michael Delk, CP Planning Director S: (Planning Department) C D BlFlex Standard (FLS)Vnactive or Finished CaseslGulf to Bay 2570 Holiday Inn Express (C) - flpproved I Gu/f to Bay Blvd 2570 -Minor Revisions Letter OS-11-06.doc Norths~i~e ~~ May 9, 2006 Mr. Robert Tefft, Planner III City of Clearwater 100 S. Myrtle Ave, Clearwater, FL 33755 Re: FLS2005-11085 and BCP2005-12008 2570 Gulf to Bay Boulevard Holiday Inn Express -NES #571 Dear Mr. Tefft: CIVIL• LAND PLANNING • ENVIRONMENTAL• TRANSPORTATION • Please find the enclosed revised plans for the above referenced project. The revisions include the three issues we discussed on the phone yesterday: 1. Re-establishment of the two parking spaces (one along the most western row and one along the south elevation of the building) 2. A stop-bar and sign has been added as per your direction. 3. C2.1 is provided; to demonstrate the accessibility/turning radius as per your request. Any assistance you could provide in expediting the re-issuance of the Development Order would be greatly appreciated as the Developer is more than ready to begin construction. Thank you for your consideration, assistance and direction throughout this project, it is greatly appreciated. It is a pleasure to work with you. Should you have questions or comments please feel free to contact me at 727-443-2869. Respectfully, Renee Ruggiero, Project P nner Northside Engineering Services, Inc. NES 571 - RMR/rmr 05/05/06 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECHQMINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 Nor hire CIVIL • LAND PLANNING • ENVIRONMENTAL • TRANSPORTATION • LETTER OF TRANSMITTAL Date: May 9, 2006 To: Robert Tefft, Planner III City of Clearwater Planning 100 S. Myrtle Ave, #210 Clearwater, FL 33755 Reference: Holiday Inn Expansion - BCP2005-12008 NES Proj# 571 We Transmit: Enclosed Under Separate Cover Mail UPS Overnight Pick-Up X Hand Delivered Per Your Request For Your Review & Comment X For Your Use For Your Approval For Your Files For Your Information X X Originals Prints Addendum Shop drawings Specifications Applications Floppy Disk Copies Description 1 Ltr of Explaination 3 Sets (7 Sheets) of Civil and Landscape Plans Please contact us at (727) 443-2869 shouuld you have any questions or comments. 1 Renee Ruggiero, Project P anner Copies To: N. Pelzer File 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECHQMI N DS PRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 Northsire ~~. May 5, 2006 Mr. Robert Tefft, Planner III City of Clearwater 100 S. Myrtle Ave, Clearwater, FL 33755 Re: FLS2005-11085 and BCP2005-12008 2570 Gulf to Bay Boulevard Holiday Inn Express -NES #571 Dear Mr. Tefft: • CIVIL• LAND PLANNING • ENVIRONMENTAL• TRANSPORTATION • Please accept this letter as a request for a minor modification to the approved site plan for the above referenced project. Through the;permit review process some additional issues needed to be addressed relating to the preservation of tree(s) along the western area of the site. During our previous conversation you had stated that a new Development Order would need to be issued as the previous one was date specific to the submitted plans. Working with the City's Arborist Rick Albee and the property owners, the plan has been slightly adjusted, moving the pavement area more to the east and providing a slightly larger landscape island within the parking row. The adjustments have been provided to aide in the preservation of additional trees in the western portion of the site. We have worked closely with Mr. Albee to determine which trees should and could be preserved, in addition to how best to achieve the preservation. On 1VIay5;~2O06, I submitted the revised plans and responses to the comments associated with ~tlie "Building Permit review process. Any assistance you could provide in ea~pediting;t~e re-issuance of the Development Order would be greatly appreciated as the Developer i`s more than ready to begin construction. Thank you for your consideration, assistance and direction throughout this project, it is greatly appreciated. Should you have questions or comments please feel free to contact me at 727-443-2869. Res ectfully, ~ ~ en e' uggiero, Project Plann Northside Engineering Services, Inc. ~:.. NES 5'7~= Rtt151Q5/.Ofr; 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH@MINDSPRING.COM 727 • 443 • 2869 FAX 727 ~ 446 • 8036 LAND PLANNINIG • C.,A;,~~eZ~ ~~ ~~, ENVIRONMENTAL• (/K'~ -.-7 TRANSPORTATION • LETTER OF TRANSMITTAL Date: May 5, 2006 To: Robert Tefft, Planner III City of Clearwater Planning 100 S. Myrtle Ave, #210 Clearwater, FL 33755 Reference: Holiday Inn Expansion - BCP2005-12008 NES Proj# 571 We Transmit: Enclosed Under Separate Cover X Originals Mail UPS Overnight X Prints Pick-Up X_ Hand Delivered Addendum Shop drawings Specifications Applications Per Your Request For Your Review & Comment Floppy Disk X For Your Use For Your Approval For Your Files For Your Information I~ 3 ~ Request for minor modification letter _~I 3 Sets ('7 Sheets) of Civil and Landscape Plans Please contact us at (727) 443-2869 should you have any questions or comments. By: Renee Ruggiero, Project Planner Copies To: N. Pelzer File 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH@MI N DS PRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 . _. ~., PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW January 13, 2006 Mr. Housh Ghovaee Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 Re: FLS2005-11085 - 2570 Gulf to Bay Boulevard (Holiday Inn Express) Dear Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On December 8, 2005, the Development Review Committee (DRC) reviewed your Flexible Standard Development application to permit the addition of 28 overnight accommodation units to an existing overnight accommodation development with an increase to height from 25 feet to 39 feet (to roof deck) and an additional 13.5 feet for architectural embellishments under the provisions of Section 2-703.M. The DRC APPROVED this application based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 2.66-acre subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 2. That the development proposal is consistent with the Flexible Standard Development criteria as per Section 2-703.M; and 3. That the development proposal is consistent with the General Applicability Criteria as per Section 3-913. Conditions of Approval: 1. That prior to the issuance of any building permits, all Fire Department conditions are addressed; 2. That prior to the issuance of any building permits, all Traffic Department conditions are addressed; 3. That prior to the issuance of any building permits, an east/west section drawing with existing and proposed grades through tree #13 must be provided; 4. That prior to the issuance of any building permits, the grades shall be revised so that there are no cuts under the canopies of trees that are to be preserved; 5. That prior to the issuance of any building permits, tree numbers 8, 15 and 16 are depicted as being removed; 6. That prior to the issuance of any building permits, all plans are revised to indicate the trees that are to be removed; 7. That prior to the issuance of any building permits, a tree preservation plan that has been prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture is provided. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved, and how these impacts (i.e. crown elevating, building lintels, root pruning and/or root aeration systems) are proposed to be addressed. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root FRANK HIr313nizn, MAYOR BILLJoNSON, VICE:-MAYOR JOHN D02~W, COUNCIIAfEAfI3ER HOYT HAMII.I'ON, COUNCILMGMRER CAREEN A. PliTiiRSIiN, COUNCII,MEMI3F,R ~~Ep[JnI, EMPLOYMENT' AND AI'PIRMAT'IVIi ACTION EMPI,OYI:R~~ A January 13, 2006 2570 Gulf to Bay Boulevard (Holiday Inn Express) ' Page 2 of 2 prune lines if required), the tree barricade detail and any other pertinent information the arborist feels relates to tree preservation; 8. That prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 9. That prior to the issuance of a Certificate of Occupancy, all utility equipment, including but not limited to electrical and water meters, is screened from view and/or painted to match the building to which they are attached, as applicable; 10. That prior to the issuance of a Certificate of Occupancy, the existing sign for "Driven Image" is to be removed; 11. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff; 12. That all utilities including individual distribution lines will be installed and/or relocated underground; 13. That if the project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense, and that if underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements; 14. That the first building permit be applied for within one year of the approval of the Flexible Standard Development application (by December 8, 2006); and 15. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, the application and development plans received January 9, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (December 8, 2006). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. 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 cr myclearwater.com. Sincerely, - -sr..-• y ~.~+i- ~j f•7 ~~Michael IS~elk, AI ~~P Planning Director S.•IPlanning DepartmentlC D BlFlex Standard (FLS)Ilnactive or Finished CaseslGulf to Bay Blvd 2570 Holiday Inn Express (C) ApprovedlGulf to Bay Blvd 2570 -Development Order.doc fl -~ - ~ Q- 20 am Case Number: FLS2005._L1085 -~25~30 GULF TO BAY BLVD ,Y ~ Owner(s): Menna-Pinellas Llc 2570 Gulf To Bay" Blvd Clearwater, Fl 33765 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Roush Ghovaee 601 Cleveland Street Clearwater, Fl 33755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: renee@northsideengineering.com Location: The 2.66-acre subject property is located at the northwest corner of US Highway 19 and Gulf to Bay Bou]evard. Atlas Page: 290B Zoning District: C, Commercial ~ Request: Flexible Standard Development approval to permit the addition of 28 overnight accommodation units to an existing overnight accommodation development with an increase to height from 25 feet to 39 feet (to roof deck) and an additional 13.5 feet for architectural embellishments under the provisions of Section 2-703.M Proposed Use: Overnight accommodations Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 , The following to be addressed prior to building permit: 1. Applicant shall pay applicable water and sewer impact fees. 2. Provide note indicating that the Fire Department Connection will be located no further than 40 feet from the Fire Hydrant Assembly. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 , 1. See Stormwater Conditions. Fire: 1 . 11/21/05 LETTER FOR FLD2005-09100 SUBMITTED WITH THIS APPLICATION ANSWERS THE CONCERNS OF THE FIRE DEPT. 2 , Entrance off Gulf To Bay shows a 30'R and a 26'R both must be 30'R Harbor Master: No Comments Legal: No Comments Land Resources: Development Review Agenda -Thursday, December 8, 2005 -Page 13 ~yi - . Provide an east/west section with existing and proposed grades through tree #13 prior to building permit. 2 . Show the proposed concrete parking on the grading plan prior to building permit. 3 . Show tree numbers 8, 15 and 16 to be removed prior to building permit. 4 , Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree bamcade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. 5 . Show the OHW to be directional bored under the canopies of all trees to be preserved prior to building permit. Landscaping: No Comments Parks and Recreation: Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment - re: FLS2005-11085. Stormwater: 1 % Previous comments: 1. According to the comment responses from the previous review, an ICPR Node Interconnectivity Diagram was submitted. It was not included in this submittal. 2. The responses stated that the Seasonal High Water Elevation is at EL 47.6 and that this was shown on the pond cross section. It is not labeled and if this elevation is correct, the underdrain is constructed too high. 3. Another response was that the control structure is to be modified and to see detail on Sheet C3.1. This detail does show a control structure, but does not indicate what modifications the contractor is to make. ~` 4. A comment was made about the existing pond encroaching into the ROW. This was not addressed. Pond bank needs to be reconstructed on applicant's property. New Comments: 1. Drainage calculations do not reflect taking 1/2 credit for existing impervious area. CN needs to be re-calculated. 2. ICPR output is labeled "Citrus Park Condos". 3. The volume calculations for the pond use and elevation of 48.0 for the pond bottom. Some areas of the pond bottom were constructed at an elevation of 50.0. Was this area taken into account or is pond going to be modified? 4. Stormwater narrative needs to be specific about the intent to permit this "addition" by utilizing the existing stormwater system and how the pond was originally sized for the ultimate build out. The previous and new comments are to be addressed prior to the D.O. Solid Waste: No Comments Traffic Engineering: 1 . No Issues. Planning: Development Review Agenda -Thursday, December 8, 2005 -Page l4 1 . Pursuant to Section 3-911, for development that does not involve a subdivision, all utilities including individual distribution lines shall be installed underground. 11/17/05: A note is provided on the plans concerning utilities within the right-of--way; however the utilities related to this condition exist on the property. As such, this item has not been addressed. Pursuant to Section 8-102, height is defined as the vertical distance from the mean elevation of the existing grade to the heighest finished roof surface in the case of a building with a flat roof. Please revise the elevations to clearly depict the proposed height as coming from the existing grade. 11/21/05: Revised elevations have not been provided. Provide elevations which address the above comment, or at minimum, submit elevations that include a notation pertaining to the above comment. 3 . The proposed submittal does not include either the north or the east elevations for the proposed addition. Please submit these elevations. 11/21/05: Elevations were not included in the submittal. 4 . The architectural elevations do not include any information as to the materials proposed. Please revise the architectural elevations do include this information. 11/21/05: Revised elevations have not been provided. Provide elevations which address the above comment, or at minimum, submit elevations that include a notation pertaining to the above comment. 5 . Submit a roof plan. If mechanical equipment is proposed to be mounted on the roof, then clearly depict the equipment on the roof plan. Further, clearly depict that the mechanical equipment will not be visibile from the adjacent rights-of--way and properties on the architectural elevations. 11/21/05: While the response letter indicates that the above comment will be addressed, provide a notation to this extent on the actual plans. 6 . The rear of the proposed rounded parapet wall (west elevation) is blanWwithout architectural treatments. It is suggested that the decorative cap is continued along the rear of the parapet in order to achieve an improved aesthetic appearance. The existing rounded parapet on the existing hotel building should also be modified to match the revisions to the new parapet. 11/21/05: Revised elevations have not been provided. Provide elevations which address the above comment, or at minimum, submit elevations that include a notation pertaining to the above comment. A Declaration of Unity of Title joining the two parcels involved in the proposed expansion is required to be recorded with the County prior to the issuance of any building permits. The existing sign for "Driven Image" must be removed. 11/21/05: Provide a notation on the site plan indicating that the existing signage will be removed. Other: No Comments Notes: Development Review Agenda -Thursday, December 8, 2005 -Page I S CIVILo LAND PLANNING o ENVIRONMENTAL TRANSPORTATION LETTER OF TRANSMITTAL Date: January 12, 2006 To: Robert Tefft City of Clearwater Planning Department 100 S. Myrtle Ave, #210 Clearwater, FL 33756 Reference: Holiday Inn Expansion NES Proj# 571 We Transmit: Enclosed Under Separate Cover Mail UPS Overnight Pick-Up X Hand Delivered Per Your Request For Your Review & Comment X For Your Use For Your Approval For Your Files For Your Information X Originals Prints Addendum Shop drawings Specifications Applications Floppy Disk Copies Description 1 Set (4 sheets) of Site Plans, Signed and Sealed Please contact us at (727) 443-2869 should you have any questions or comments. By: Angel aines, Executive Admin. Assistant Copies To: File N. Pelzer 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM N ESTECH®MI N DSPRI NG.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 LAND PLANNINIG • s,,,,;,~~u~ ~~~~ ~~~ ENVIRONMENTAL • G/~~' TRANSPORTATION • LETTER OF TRANSMITTAL Date: January Ci, 2006 ORIGINAL To: Sherry L. Watkins, Administrative Analyst RECEIVED City of Clearwater Planning Department 100 S. Myrtle Ave, #210 JAN - 9 2006 Clearwater, FL 33756 ptANNING DEPARTMENT Reference: 2570 (rulfto Bay Blvd CITY OF CLEARWATER NES Proj# 0571 We Transmit: X Originals X_ Prints X Enclosed Under Separate Cover Addendum Mail UPS Overnight Shop drawings Pick-Up X Hand Delivered Specifications Applications Floppy Disk Copies To: FILE By: ~ N. PELZER Angel Haines, Executive Admin. Assistant 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH@MINDSPRING.COM 727 • 443 • 2869 FAX 727 • 446 • 8036 ~OC~[~ January 6, 2006 Mr. Robert Tefft Planner III City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2005-1 1085 - 2570 Gulf to Bay Blvd - NES #571 DRC Response Dear Mr. Tefft: CIVIL® LAND PLANNING o ENVIRONMENTAL® TRANSPORTATION Listed below are our responses to the Development Review meeting held on December 8, 2005. General EngineerinE 1. Acknowledged. 2. See revised sheet C3.1 for dimension (20'). Fire ORIGINAL 1. Per Fire, letter from 11/21/05 answer concerns. RECEIVED 2. See revised sheet C2.1 for 30'R. JAN - 9 2006 Land Resources ANNING DEPARTMENT P1 1. See C3.1 section D-D. , CITY OF CLEARWATER . 2. See revised sheet C3.1. 3. See revised L1.1. 4. Tree preservation plan will be provided prior to building permit. 5. See revised sheet C3.1, Note #13. Parks and Recreation 1. Acknowledged. Stormwater Previous and new comments: See attached Stormwater Narrative. Planning 1. Acknowledged, see revised sheet C3.1, Note #13. 2. See revised elevations with proposed heights. 3. See revised Architectural plans for north and east elevation. 4. See revised Architectural plans with proposed materials as per your request. 5. See revised Architectural roof plan and mechanical plan for location of equipment. 6. Parapet has been revised with decorative cap. See revised Architectural plan. 7. Acknowledged. 8. See Note #3 on sheet C2.1. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECHQMINDSPRING.COM Page 1 oft 727 • 443 • 2869 FAX 727 • 446 • 8036 ,l If there are any additional continents or concerns, please contact our office. ly, Renee Ruggiero Project Planner ORIGINAL RECEIVED JAN - ~ 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page 2 of 2 S Oi'D3'04' W 83.88" NOTE: m REDEVELOPMENT NOTES ~. 1HIS DRAINNG IS BASED UPON DIgTAL SITE PLAN PREPARED n BY NORIHSIDE ENgNEERINC SERNCES, INC. ° ° ~ - ~ 1. ALL DISTURBED AREAS TO LANDSCAPED 2 PRDPOSED R/w BASED oN agTAl ROADWAY DESIGN W WITH IRRIGATION REPAIRS AS NECESSARY FlLES FRONDED BY LOCHRAN. o ~ •' , ~ 2. THE LANDSCAPE PLAN SHALL BE •o ~- 16.51' APPROVED BY THE CITY OF CLEARWATER * ~ ~ TM'" N 841'21' w AND SHALL CONTAIN A MAXIMUM ~~( RESPONSIBLE AMOUNT OF PLANT MATERIAL ~ I ~+ I ~ m m 3. TREE AND PLANT MATERIAL SIZE SCALE: 1"=50~ f ~" ~ I 3 SPECIFICATIONS SHALL EXCEED MINIMUM N I ~ CODE REQUIREMENTS. •AREA SUMMARY ~ ^~' °~ AREA OF PARENT TRACT 2.11 AC 3 a + ,~ o = AREA OF TAKING 6,290 SF ti I AREA OF REMAINDER 1.97 AC 5oA a,. ~ ~ I 2i 24'14• E z I •PARCa AREA cALCUUnoNS Fl~or,1 FDOT ROADWAY DESIGN FlLES I S 00103'04' W 120.31' O GO q ~ I PARKING SUMMARY o ~. w ~~~, ~ BEFORE 83 SP a z;~ o J 4' e' CCNC. POOL I ~ AFTER 83 SP H g ~ `~~ • I I n g ~ ~~ ova 9~o O I LEGEND A W~ s 4 STORY I + t I I; ~ ' t t t N HOTEL I I ~ ® SAWCUT & REMOVE ,'a b m ~ f I ~ Z ~ NEW ASPHALT / CONC o ~~ ~~ ~I 13 I ~ N StcN I I ~'' I I _ I ~ 4 ~ ~ ®_~,_~____ I I ~\ ti 10 ~ I ,`] ~ ! I I ~ ~\ ~ ^ • ~ g ^ I KELLY, ~ ~ Paw y COLLINS & %~ ~v~r LAxDSCAPe ~ ~ I GENTRY, INC. ~& to arh 4 ~ __~_____;°__°____ ENGINEERING/PLANNING 0 277 78 ~ `",~"~ ~ 274.E ~ CURED REMAINDER ' ~ ~ ~ '~ r r ,~ ,~ HOLIDAY INN EXPRESS 0 ~ Prep.ree tor: FLORIDA DEPARTl~NT OF TRANSPORTATION U.S. HIGH~PAY N0. 19 - - PROJECT: SR 60 (GULF TO BAY BLVD) - - COUNTY: PINELLAS COUNTY - - - _ KCG JOB NO.: 628.100 FP NO.: 256881-2 ~ DRAWN BY: MAV CHECKED BY: HHC DATE: 09/29/05 s olnYru• W ai aa^ NOIF: 1. 71N5 oRA1wENi IS BASED IPDd gGTAL SIZE PLAN PREPARED BY NJRiH9DE ENpREEPoNO sERNlss. NIG 2 PROPOSL~ R/N BASED ON DIGTAL ROADMAY DESIpI FlIES FRONDED BY IOGRAN. 0 SCALE: 1 "=50' *AREA SUMMARY AREA OF PARENT TRACT 2.11 AC AREA OF TAKING 6,290 SF AREA OF REMAINDER 1.97 AC *PARCEL AREA CALCULATIONS FROM FDOT ROADWAY DESIGN FlLES UNCURED KELLY, COLLINS & GENTRY, INC. ENGINEERING /PLANNING AFTER CONDITION HOLIDAY INN EXPRESS Prsptee tor. FLORIDA D$PARTID;NT OF TRANSPORTATION PROJECT: SR 60 (GULF TO BAY BLVD) COUNTY: PINELLAS COUNTY KCG JOB NO.: 628.100 FP. NO.: 256881-2 DRAWN BY: MAV CHECKED BY: HHC DATE: 09/29/05 y~. ' ,~ a: ~ ~ ~' , ~:~- 1+~' .. - - ': - ,, nn ~K~~6~ ~e~LUCCe~ l~tG. CIVIL o LAND PLANNING ENVIRONMENTAL ~ TRANSPORTATION o ORIGINAL RECENED November 1, 2005 Nov ~ o X005 Mr. Robert Tefft PLANNMIG DEPARTMENT Planner III CITY OF CLEARWATER City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLD2005-09100 - 2570 Gulf to Bay Blvd NES #571 -Holiday Inn Expansion DRC Response Dear Mr. Tefft: Listed below are our responses to the Development Review meeting held on November 3, 2005. General Engineering: 1. The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. Acknowledged, see note on sheet C3.1. 2. All unused drive aprons and/or parking surfaces are to be removed in its entirety, by the contractor, at the applicant's expense. The right-of-way(s) are to be restored with new sidewalk and sod as required. Acknowledged, see note on sheet C2.1. 3. A FDOT right-of--way permit will be required for work to be done in Gulf to Bay (SR 60) right-of--way. Acknowledged, see note on sheet C2.1. The above shall be addressed prior to issuance of a building permit. General Note: If the proposed project necessitates infrastructure modifications to satisfy site- specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1. See Stormwater Conditions. Fire• 1. Provide Fire Flow Calculations by a FIRE PROTECTION ENGINEER to assure adequate water supply for project. Acknowledge intent PRIOR TO CDB. Calculations due PRIOR TO PERMIT. Acknowledged. 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECH®MINDSPRING.COM Page 1 of5 727 • 443 • 2869 FAX 727 • 446 • 8036 w w 2. An automatic Class I standpipe system with a Fire Pump is required. Existing building must be tied into this system. 100psi at roof is required. PRIOR TO CDB. Architect will comply with required codes for a Class I standpipe system with a Fire Pump. Existing building will be tied into the new system achieving a minimum of 100 PSI at roof as required. 3. Afire sprinkler system in accordance with 2002 NFPA 13 is required. Existing building must be included in this system. PRIOR TO CDB Architect will comply with a fire sprinkler system in accordance with 2002 NFPA 1.3 tied with existing building as required. 4. An emergency generator is required as a back up source of power for elevators and fire pump. Existing building must be tied into this system. Emergency lighting should also be connected PRIOR TO CDB Architect will comply with required codes for an emergency back-up generator to provide power for elevator, fire pump, and emergency lighting to be tied into existing building. 5. Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA-241. A hard road surface able to support the weight of Fire Apparatus prior to any building construction being started. Required Standpipe Systems shall be in place before construction can proceed to the next level. Please acknowledge PRIOR TO CDB Acknowledged, see note on sheet C3.1. 6. Fire Alarm System in accordance with NFPA 72 and NFPA 101 shall be installed. The ' existing building must be tied to this system. Acknowledge PRIOR TO CDB Fire Alarm System will be expanded into new facility and be designed and installed in accordance with NFPA 72 and NFPA 101 tied into existing building. Land Resources: 1. The 40" and 50" Oak trees canopies will not accommodate a fifty foot height building. Relocate the building south of the trees canopies, .where the parking lot is proposed and relocate the parking lot under the canopies of the trees. Parking lot must be designed to accommodate the trees root system, ie: aeration system. Consult your arborist to determine the least evasive site design. Revise prior to CDB. Developer has consulted with the City Arborist and a private arborist, two of the three trees will be removed and replacement and/or funding will be provided prior to permitting as required by Code. 2. Additional island space and revised grades will be required adjacent to tree #13, the 27" Oak tree. The proposed 2' +/- cut is too severe at all of the trees on the east property line. Consult with your arborist to design a parking lot that is less evasive. Provide prior to CDB Consulted City Arborist and private arborist, revised grading to minimize impact to existing trees and provided materials as directed by arborists. See revised plans. 3. Show to be removed all #2 rated trees on the inventory prior to CDB. Acknowledged, see note on sheet Ll.l. 4. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, building lintels, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other 0 o N 0 W r-'4 0 z f- Z~: W Page2of5 pertinent information the arborist feels relates to tree preservation. Provide prior to building permit. Acknowledged. LandscapinE• 1. Provide a•note on the landscape plan stating that the landscaping associated with the balance of the site (existing hotel property) has been approved as a part of FLD2003-02009. Acknowledged. Parks and Recreation: 1. Open space/recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Acknowledged. Stormwater• 1. It is unclear as to the intent of the drainage calculations. Water quality volume is calculated, however, did not see a proposed pond on the site plan. Is applicant claiming exemption from attenuation requirements? What is the purpose of the ICPR data? Need basin maps and link/node diagrams to interpret. Acknowledged. The existing site contains a pond construction larger than the design pond. The proposed site intends to use this additional volume to treat for %" water quality and to attenuate for the 25yr/24hr storm. We are not claiming exemption from the City of Clearwater. An ICPR analysis for the proposed and existing site was included for consistency because the reviewer had requested an ICPR analysis for the original site. See ICPR Node Interconnectivity Diagram. 2. There is a pond shown on the site plan, which is shown on the survey to be existing. Is modifications proposed? Label appropriately. It also appears that this pond has been constructed off private property and into the ROW. Control structure will require modification, see detail on sheet C3.1. 3. Provide cross-sections for pond with season high indicated on plans. Pinellas County soils survey shows Astatula sands as fine sands and are conservatively found to have a seasonal high 40 inches below grade or an elevation equal to 47.6. See pond cross section showing seasonal high. Solid Waste• 1. That dumpster enclosure(s) needs to be constructed to City specifications, and shown on detail sheet. Dumpster and enclosure are existing on Site, see sheet C2.1 and C3.1. Traffic Engineering: 1. Remove existing eastern most driveway along S.R. 60 to comply with access management spacing requirements. Most eastern driveway will be deleted as per your request. See sheet C2.1 for note. 2. Provide for deceleration lane into driveway on S.R. 60. D.O.T. permit will be obtained and all D.O.T. Standards will be met. 3. Driveway curb radius must meet Fire Departments approval. Acknowledged, see note on sheet C2.1. ORIGINAL RECENED NOV 10 2005 Page 3 of 5 p~gNNING DEPARTMENT CITY OF CLEARWATER ~ ~ 4. Show correctly a 20' x 20' sight distance triangle per City code.General note: Comply with transportation impact fee ordinance prior to a certificate of occupancy. Acknowledged and corrected. All of the above to be addressed prior to a CDB. Plannin$• 1. Pursuant to Section 2-701.1, the Commercial General (CG) Future Land Use designation allows for 40 overnight accommodation units per acre. Thus, the 2.66-acre subject property allows a maximum of 106 units. A total of 110 units are proposed; therefore four units must be eliminated. Acknowledged, proposal provides 28 additional units for a total of 106 units. 2. Pursuant to Section 3-911, for development that does not involve a subdivision, all utilities including individual distribution lines shall be installed underground. Acknowledged, see sheet C3.1 for note. ~ ° ~ c~ ~ 3. Pursuant to Section 8-102, height is defined as the vertical distance from the mean elevation ~ ~ _ o p ~ o u of the existing grade to the highest finished roof surface in the case of a building with a flat ~ ~ *-+ ~ roof. Please revise the elevations to clearly depict the proposed height as coming from the cc o ~ Z ~ Z existing grade. Acknowledged, elevations will clearly depict the proposed height form ~ ~ existing grade. ~ ~ 4. Pursuant to Section 3-904, sight visibility triangles are required to be measured from the property lines. The sight visibility triangles depicted along Gulf to Bay Boulevard (SR 60) have not been measured as per the above. The visibility triangles have been revised to measure from the property lines. 5. Pursuant to Section 3-1201.E.1, interior landscape islands shall be designed so that no more than ten (10) parking spaces are provided in a row. It is suggested that a landscape island be provided on the east side of the proposed handicap accessible parking spaces. Acknowledged. 6. Sheet C2.1 references a dumpster enclosure detail that has riot been provided. Submit a detail for the proposed dumpster enclosure. Dumpster and enclosure are existing on site, see sheet C2.1. The proposed submittal does not include either the north or the east elevations for the proposed addition. Please submit these elevations. New, proposed elevations will be provided on south, west, and north sides to reflect the latest revisions. South and west elevation will be finished to match each other. The architectural elevations do not include any information as to the materials proposed. Please revise the architectural elevations to include this information. All pertinent information on typical new proposed materials, which shall match existing materials, will be provided on newly revised elevations. 9. Submit a roof plan. If mechanical equipment is proposed to be mounted on the roof, then clearly depict the equipment on the roof plan. Further, clearly depict that the mechanical equipment will not be visible from the adjacent rights-of--way and properties on the Page 4 of 5 w ~ architectural elevations. New proposed roof plan will be provided showing proposed HVAC units and mechanical devices. The new proposed building parapet shall match existing heights that will adequately screen from adjacent right-of--ways and abutting properties. 10. Please revise the site data table (C1.1) to include lot width dimensions. Acknowledged, see revised sheet C1.1. 11. The rear of the proposed rounded parapet wall (west elevation) is blank/without architectural treatments. It is suggested that the decorative cap is continued along the rear of the parapet in order to achieve an improved aesthetic appearance. The existing rounded parapet on the existing hotel building should also be modified to match the revisions to the new parapet. Architectural plans will be revised to comply with this request at the time of permit, as per your request. 12. The landscape table lists the height of the proposed trees at ten (10) feet in height; however the landscape notes state that all required trees are to be eight (8) feet in height at the time of planting. Please revise the landscape note to be consistent with the landscape table. Acknowledged and corrected. 13. A Declaration of Unity of Title joining the two parcels involved in the proposed expansion is required to be recorded with the County prior to the issuance of any building permits. Acknowledged. 14. Provide clarification as to whether the existing trees along the north property line are to be retained. Also, provide clarification as to the status of the existing trees north of the proposed addition. Developer is working with the City Arborist and private arborist to determine appropriate action. This issue will be resolved prior to permitting to the satisfaction of all concerned parties. All #2 trees will be removed. 15. It is recommended that the easternmost ingress/egress point on Gulf to Bay Boulevard (SR 60) be eliminated as part of this development proposal. As per your request, the easternmost ingress/egress point on Gulf to Bay Boulevard has been eliminated. 16. The existing sign for "Driven Image" must be removed. Acknowledged. Please accept the above responses our intent to fully comply with all Community Development regulations, building codes, fire codes and FEMA regulations. Additionally, the architectural plans will be revised to comply with all architectural issues requested within this document at time of permit. me ely, ` Renee Ruggiero Project Planner -~ECEI p NOy 101005 PLgN~~ DEPARTMENT CIN OF CI~WA7ER Page 5 of 5 C: LONG RANGE PLANNING DEVELOPMENT REVIEW October 3, 2005 Mr. Housh Ghovaee Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 Re: FLD2005-09100 - 2570 Gulf to Bay Boulevard -Letter of Completeness Dear Mr. Ghovaee: The Planning Staff has entered your application into the Deparhnent's filing system and assigned the case number FLD2005-09100.. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on Thursday, November 3, 2005, in the Planning Department conference room -Room 216 - on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. Please contact Sherry Watkins, Administrative Analyst, at (727) 562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Should you have any questions, please do not hesitate to contact me at (727) 562-4539 or via a-mail at robert.tefft cr,myclearwater.com. Sincerely yours, ~~~ Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYP FF~.MIL'1'ON, COUNCIIM6MB8R BILL JONtiON, COUNCILMEhIAER ® CARLHN A. P[TIiRSGN, COUNCILAtE~IBER ~~EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER~~ • f Oct. 83 2005 03:57PM YDUR LOGO City0fClearwater-Plan Dept YOUR FAX N0. 727 562 4865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94468036 Oct. 03 03:56PM 01'03 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEI*I SELECT OFF BY USING '+' OR '-°. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-F~LP-FAX C435-73291. CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAx: (727) 562-4865 FACSIMILE COVER SHEET Date: October 3, 2005 To: Housh Ghovaee, (727) 446-8036 From: Robert G. Tefft, Planner III Re: FLD2005-09100 / 2570 Gulf to Bay Boulevard Number of Pages Including Cover Sheet: 2 Comments: ** Please confirm. receipt via e-mail at: robert.teflt(~J,rnycleanvatei•.con't ** ** Visit the Planning Department online at www.navclearwater.com ** North~i~e ~. CIVIL• LAND PLANNING • ENVIRONMENTAL• TRANSPORTATION • LETTER OF TRANSMITTAL Date: February 2, 2006 To: Robert Tefft, Planner III City of Clearwater Planning 100 S. Myrtle Ave, #210 Clearwater, FL 33755 Reference: Holiday Inn Express Addition - 2570 & 2580 Gulf to Bay Blvd NES Proj# 571 We Transmit: Enclosed Mail Pick-Up Per Your Request X For Your Use For Your Files Under Separate Cover UPS Overnight X Hand Delivered For Your Review & Comment For Your Approval For Your Information Originals X_ Prints Addendum Shop drawings Specifications Applications Floppy Disk I I 1 Unity of Title with attached Legal Description (Original Submitted to I I Permitting) Please contact us at (727) 443-2869 should you have any questions or comments. Angel Haines, Executive Admin. Assistant Copies To: File N. Pelzer 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 NESADMIN@MINDSPRING.COM NESTECHQMINDSPRING.COM 727 • 443 • 2869 FAX 727 ~ 446 • 8036 ,~ '~ a • SEAiM~a KEN BURKE, CLERK OF COURT ~,,,~, ''~ PLANNING DEPARTMENT PINELLAS COUNTY FLORIDA ~ ~_ _4 ND INST# 2006042462 02/03/2006 at 10:26 AM 9'~~Yq~p,~c~°~ CLEARWATER, FLE33756 FLOOR po Type:NOT CE RECORDINGO: $18.50 PHONE: 727-562-4567; FAX: 727-562-4865 DECLARATION OF UNITY OF TITLE Property Owner: MENNA-PINELLAS, LLC, a Florida limited liability company Property Address: 2580 GULF TO BAY BOULEVARD, CLEARWATER, FLORIDA 33765 KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: SEE EXHIBIT "A" ATTACHED HERETO do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF CJNITY OF TITLE, as to the following particulars: 1. That the aforesaid plot or combination. of separate lots, plots, .parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, tt•ansferred, conveyed or devised separately except in its entirety, as one plot or parcel. of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this at Clearwater, Florida. TNESSE . ~~~~ ~~.~ NI ~F!`v ~rv~J-~'-~~J C;G~ 3 day of ~ ~ , 20 0 OWNER ~: MENNA-PINELLAS, LLC, a Florida limited liability company By: AGOSTINO A Its: Member STATE OF FLORIDA COUNTY OF PINELLAS The for oin instrument was ack~~novvwled ed before me this ~1~~ day of Zoo~c~t~ ~CI~S~~a /1 Q~~ on al whom the ins~u n as executed. Notary Public Signature NOTARY auet~c Emit Cr.-Pi Commission # DD431062 t Expires r~~~o~~ion N STATEOFFIOWDA Bondadi;oYFain•Insuronce,lno.80p•38$.7019 Name of Notary Printed or produced identification t3c.~~ -~ ~ a~ ~ LEGAL DESCRIPTION: A PARCEL OF LAND BEING A PART OF TSHIP 029 SOUTHT RANOGE 11G EAST, NORTHEAST 'I/4 O~ SECTION 18, TOWN . PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORAIER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 114 OF SAID SECTION 18; THENCE N 01°03'04" E FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY OF GULF TO BAY BOULEVARD (ALSO KNOWN AS STATE ROAD GO); THENCE N 89°41'28" W ALONG SAID NORTH RiGHT~ OF 1NAY FOR 200.02 FEET TO THE POINT OF BEGINNING; THENCE N 45 40 48 E FOR 142.33 FEET TO A POINT ON THE WESTERLY RIGHT--OF--WAY OF U.S. HIGHWAY 19; THENCE N 01°03'04" E ALONG SAID WESTERLY RIGHT-OF--WAY ~H RIGHT-OFT~WAY OF GULF TO BAY ALONG A LINE PARALLEL TO SAID NOR BOULEVARD FOR 244.26 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT--OF WAY OF U.S. HIGHWAY 19 FOR 120.31 FEET; THENCE S G2°04'14" W, 27.43 FEET; THENCE N 89°41'28" W ALONG A Lil`lE PARALLEL TO SAID NORTH RIGHT-OF-WAY.OF GULF TO BAY BOULEVARD FOR G8.04 FEET; THENCE N 08°41'21 o~THORIGHT ~OF TWAY OF GULF T02BAYN~ ALONG A LINE PARALLEL TO SAID N BOULEVARD FOR 60.76 FEET; THENCE S 01°03'04" W ALONG A LINE PARALLEL TO SAID WESTERLY RIGHT-OF WAY OF U.S. HIGHWAY 19 FOR 83.SG FEET; THENCE S a9°41'28" E ALONG A LINE PARALLEL WITH SAID NORTH RIGHT-OF WAY OF GULF TO SAY BOULEVARD FOR 200.00 FEET; T(-IENCE S 01°03'04" W ALONG A' LINE PARALLEL WITH SAID WESTERLY RIGHT-OF-WAY U.S. HIGHWAY 19 FOR 150.00 FEET; THBOULEVARDIFORE001.00 FEET TOOTHEH RIGHT-OF-WAY LINE OF GULF TO BAY POINT OF BEGINNING. SAID PARCEL CONTAINS 1.9G ACRES, MORE OR LESS. _,,.' :.7 •. Beginning at a point found by measuring from. the Northeast corner of Section 18, Township 29 South, Range. 16 East, North > >, 89 degrees 3314 West, 100.02 feet to the West right-of-way line of U.S. Highway 19; thence South 01 degrees 03'04" West, along said line 2531.24 feet; thence continue along said line South 45 degrees 40'08" West, 142.35 feet to the North right- of-way line of Gulf-To-Bay Boulevard (State Road 60); thence North 89 degrees 42'43" West, along said North right-of-way line, 100.00 feet, to the POINT OF BEGINNING; thence continue along said line North 89 degrees 42'43" West 200.00 feet; thence North 01 degrees 03'04" East, 150.00 feet; , thence South 89 degrees 42'43" East 200.00 feet; thence South 01 degrees 03'04" West, 150.00 feet to the POINT OF BEGINNING. "1 M ~ . ~_ «.~ . _ .., ....... _.,._ l~p _ M ~ ~ IUU J. IVIir\1~L` t1V CIYU L, G t ~.vvt~ ~ •• ~~ °~ CLEARWATER, FL 33756 PHONE: 727-562-4567; FAX: 727-562-4865 / ~1~~~~5 ~<r,-~+;r't3 n ~ n ~~ff?„e.T :;'~~'-t, STR~Ttif"?~`QI ,,f't~~i' ^d`T~~ PYOperty Olwner: _ ME~~IA-PIi~I :LEAS, LLC, a Florida iimitea 1~abilzty company Prope?-ty Address: - 2580 GULr TO BAY BOULEVARD, CLEARtvATER, FLORI-A,33765 KNOW OF AL,L MEN Bar" T.:{ESE PRESENTS, that pursuant to the ordinances of the City of Clear~r~ater pertail~ing to the issuance o:f building pemaits and regulating land development activities, the undersigned, being the fee owner fs) of the follorvinQ described real property situated in the City of Clearwater; County of Pinellas and State of Florida, to wit: SEE E~~HIBIT "A" ATTACTiED HERETO do hereby snake t:he following declaration of conditions, limitations and restrictions on said ]v~ds, hereafter- to be kno~,vn and referred to as a L~ECLAR~TION OF UNITY OF TITLE, as to the fcl.lowing particulars: . That tr?e aforesaid plot or con7bi,~ation of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is heresy declared to Ue unified under ene title as an indivisible building site. Th~?. tl-te saki l?rore~~ty 51,at? hAnrpfo;-t1~ be considered as o??e vlot or parcel of ]and, and that no portion thereof shall be sold, assigned, transfen-ed, conveyed or devised separately except in its entiret}~, as one ~ r~_ ~ii.il v iii:vi r,J .cx. r... ~. That tins Declaration of Unity oFTitle shalt constitute a covenant to nin frith the land, as provided by Ia~v, . ar?d shall be binding upon the urldersigized, and tl?e heirs, successors and assigns of tl~e undersigned, and all parties claiming under tl.em until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also ag?-ee(s) that this instra~nent shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this ~ ~~~•~ ____, at Clearwater, 1,'lorlcla. ~'~ ~~ ~~' f ~' ~'~ iESSES~_,~~~ r ~r vz ~+. ._.: ~ . day oP. ~..~a~~"' t ?0;`z4-. OWNER :MI~TNA-PINELLAS, LLC, a Florida limited liabilit~~ company 1. ~ JN~ . .v .r" ~ r~.J" , ,,...,.~~ -..~~~ BY: Agostin Menna Its: Membe~ z•d COUNTY OF PINCLLr~S The foregoing inslnmient was iluro~vledged before t~?e this ~t .~._-dny of .,~~'A~,~' __ ~6a~~ by A ostino Meztna __._-_-_-. one. alf ~~ahom,thq"tnstru~r~z~t w~s execuczd. '~ 1f/' ~ / a"+~~~ Noiury Public Signs~ture C~.~ . -~... :.:. "" Comrrtis~;ar7 ~ >3q~t3~062 Notary Comrr?issign Nmnb ' .: . pp ^''l!~~~~22 qq,,11 c~ T, ~9fn•trsUrai~ce. lnc. 61SJ•;aT~ury _. ~.. L~.L~..A., t1VV~:C~1 c y 8S+iE0• ftM845 icc icvJ M'~ .~*~++~+~ ~ , Per.onail 1tnaN.t v~~+^p.PC~',9 i~'@t"i~ilican~,u ' yp~ o ~ ~n a,,.ica ion pro ucecf~-~~`"~°"~ OEEE 13C21JSb1 dH Wd~b~b ~ E SOOZ z T ~aQ ~~ •~~ w ~ s LF_GAL DESCRIPTION: n., r^, r.;•^. ~?~tt~ t~~tt`4~` !1 tanr~'i' h~ T}.-I~ ti0?..1'Tl-I.F~~S 1114 t~l- 1 Ht I~IORTHEAST 'I/4 OF SECTION 18, TOWNURTHF_R D®SCRII3EDNAS FOLLOWS: f'INELLAS COUNT`r', FLORIDA, REIN COMMENCE AT THE S®U T I-IEAST CORNER 0,F THE SOUTHEAST 114 OF -fI-IE NORTHEAST 114 OF SAID SECTIOhI ~ 8; T~-IENCE N 01°03'04" E FCiR 50.00 FEET TO !~ POINT ON THE NORTH RIGHT-OF°-°•VVAY OF GULF TO BAY - ,.., ,t --, ;,, ~-„-, , ~ ~ ~r~ !!'~,~d-~t~~r~@ nc CT,C\TG ~'-'(~.'~® 601, THENCE N 80°4'1'28" W ALONG LJU V a...e.. v , w ....~ ~+ ..~ ._ __ tuti~i~, SAi® NORTH RIGHT--OF--INAY FOR 200.02 FEET TC~ ~fHl~ ~ul}~ i ur r~Evuv...., __ . T?-?F~lc°'!F ~., 4~°d:?'.~8" E FO}~. 142.33 FEET TO A POINT ON TI•-lE WESTERLY :.-, ~-. ,. , n RIGHT--OF LJVAY OF U.S. t-IiGHVVAY 'iy; li~c~vV~ i~t u i^v~'v-~" ~-~-~:.::~•.., ~. ,.- WESTERLY RIGHT---OF---WAY FOR 25Q.00 FIEET; THENCE ly 89°41'28" V11 ALONGG A LIFE PARALLEL TO SAID NORTH RIGHT : OF-~ V\fAY OF GULF TO BAY BOULEVARD FOR 244.26 FEET; THENCE S q1°08'04" W ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT--Ot= ~1VAY OF U.S. HIGHWAY 19 FOR 120.3`i FEE~f-; -t..~E;;~,-~E ~ ~;~°n,~'1,~° ~n,~, 2~ a3 F~E.~~°i" TI-IEIIICE I`I 89°41'28° W ALONG A !.•.INE ~~ PARALLEL TO SAIQ NORTH RIGHT--OF--INAY U4~ uuLr sv »r1 r'' ~~~L~'~^~~~ FOR G8.04 FEET; THENCE N 08°41'21' W FOR 17.3 FEET; THENCE N 8~J°41'28" W, ALONG A LIME P°~RALLEL TO SAID NORTH RIGHT-OF-WAY OF GUL[= TO PAY BOULEVAR:? FOR 60.76 FEET; THENCE S O1°03'04" W ALONG A Lll\IE PARALLEL TO SAI®1fVESTERLY RIGHT--O~ WAY OF U,S, HIGHWAY 19 FOR 83.8G FEET; THENCE S >39°41'28" E ALONG A LINE PAR4Lt_EL WITH SAID NORTH RIGHT-OF-UVAY OF GULF TO SAY BOULEVARD FOR 200.00 FEET; Tt-IENCE S 01°03'04" 1/V ALONG A LINE PARALLEL WITH SAID WESTERLY RIGHT-~OF-WAY U.S. 1-11GFIUVAY 19 FOR 15i~.00 FL°ET; THENCE S 89°41'28° EALONG TI--IE ~1C1RTl--i _r. . ~;~~~ ~~>; ~~ r`.7~A?~~ FO~~.1~t't_.OS? FS~.ET TO THE f ~ ' .. f-4}(at°1!'V~'-VV,~I Ile,ilYO~ Va v'vo-~ ' RCEL COf~tTAINS 1.06 ACRES, MORE. OR L~S~• r?n;~i~r r"?'~ ~~GI. i.R~ll3vi~_ ~aAID I'A ~,~ _. . r,. ,•,~:.N.~ .~ Beginning at a point found by measuring from the Northeast corner of Section 18, Township 29 South, Range 16 East, North S~,C~ :-0~:•~r,-;. ~Z'+d." 1.A1,'.;-.S 9x11 (?'7 faoi- ~'n }.~'1c lA,l,o~•~ !'in~t~'--f2¢-LV~!V line of U.S. Highway 19; thence South 01 degrees 03'04" West, along scid line 2531.2 feet; thence continue along said line South 45 degrees 4x'08" West, 142,35 feet to the North right-- of-~~voy tine of Gulf-To-Bay Boulevard (State Road SO); khence North 69 degrees 42'43" West, along said North right--of-way line, 71J~1,U0 reet, to the YUIiV ~• ur t~t~iivivitv0; ~nence Continue along saia iine iv c,r iii o~ deyt ena -r,~'"YJ YYC.7t LV1-~.U~+ feet; thence ~lorth q1 degrees 03'04°' East, 150.00 feet; thence South i39 degrees ~42°43" East 200.OQ feet; thence ~outn ~ ~ c+egrees U.? lJy- YYCSI, IJV,1.lll i~ei Lu a i~ i viiti i 'Iii BEGINNING, E'd OEEE 13C213SEi1 dH Wdb~=E SOOZ zt ~.aQ....-._...____..._ LONG RANGE PLANNING DEVELOPMENT REVIEW November 17, 2005 i f CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, lOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2570 GULF TO BAY BLVD (FLS2005-11085) To Surrounding Property Owners: As a property owner within 200 feet of 2570 Gulf to Bay Blvd., the City of Clearwater Planning Department gives notice that an application has been submitted for Flexible Standard Development approval to permit the addition of 32 overnight accommodation units to an existing overnight accommodation development with an increase to height from 25 feet to 39 feet (to roof deck) and an additional 13.5 feet for architectural embellishments under the provisions of Section 2-703.M. On December 8, 2005, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be December 8, 2005. The City encourages you to participate in the review of this application. You may contact me at (727) 562-4539 or via email at robert.tefft~myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on December 8, 2005. An appeal must be filed, including. an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 BRIAN J. AUNGS'I', 1VL\YOR FRANK EIIFiFiARD, VICR MAYOR HOYP HA:~IICPON, COUNCIL\1RMBBR BILL JONtiON, COUNCILMEMBER ® CARLRN A. PE'I'ERSEN, COUNCII.MEMF3GR ~~EQUAL Ei\4PLOYMEN~1" AND AFF1lLM.A"1'IVE nC'110N EAIPLOYEK~~ FL DEPT OF TRANS ~L DEPT OF TRANS 11201 N MCKINLEY DR 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 TAMPA FL 33612 - 6456 MENNA-PINELLAS LLC 2570 GULF TO BAY BLVD CLEARWATER FL 33765 - 441 1 DILLEY, BARBARA J THE TRUST 1-5-98 4921 TIGERTAIL CT NEW PRT RCHY FL 34653 - 6577 CHHABRIA ENTERPRISES INC SINGH, SHANTIA 20788 US HIGHWAY 19 N CLEARWATER FL 33765 - 4436 ROYAL PASCO LLC 360 HARBOR PSE CLEARWATER FL 33767 - 1811 KULACH, STANLEY KULACH, ANNA 330 HARBOR PSE CLEARWATER FL 33767 - CAREY, THOMAS W THE T & L TRUST 622 BYPASS DR STE 100 CLEARWATER FL 33764 - 5002 CAREY, THOMAS W THE T & L LAND TRUST 622 BYPASS DR CLEARWATER FL 33764 - 5002 GULF TO BAY HOLDINGS LLC 901 N HERCULES AVE STE C CLEARWATER FL 33765 - 2031 MENNA-PINELLAS LLC 38724 US HIGHWAY 19 N STE 100 TARPON SPRINGS FL 34689 - 3979 CLEARWATER PROF CENTER 600 BYPASS DR STE 219 CLEARWATER FL 33764 - 5075 SARATOGA INVESTMENT GROUP LLC 301 S MACDILL AVE TAMPA FL 33609 - 3286 CAREY, THOMAS W THE T & L TRUST 622 BYPASS DR STE 100 CLEARWATER FL 33764 - 5002 CAREY, THOMAS W THE 622 BYPASS DR CLEARWATER FL 33764 - 5002 WAL-MART STORES INC 1301 SE 10TH ST BENTONVILLE AR 72716 - 0001 "iJ~REEK ORTHODOX CHURCH OF THE H . 409 OLD COACHMAN RD CLEARWATER FL 33765 - 4410 CHHABRIA ENTERPRISES INC SINGH, SHANTIA 20788 US HIGHWAY 19 N CLEARWATER FL 33765 - 4436 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 S & A FEE PROPERTIES SPE 2 20332 US HIGHWAY 19 N CLEARWATER FL 33764 - 5004 SPITHOYANIS, MICHAEL SPITHOYANIS, EUGENIA 620 BYPASS DR CLEARWATER FL 33764 - 5024 CAREY, THOMAS W THE T & L LAND TRUST 622 BYPASS DR CLEARWATER FL 33764 - 5002 CAREY, THOMAS W THE 622 BYPASS DR CLEARWATER FL 33764 - 5002 FL DEPT OF TRANS 11201 N MCKINLEY DR TAMPA FL 33612 - 6456 G-T-B-19 PARTNERSHIP GREEK ORTHODOX CHURCH Clearwater Neighborhood Coalition 2560 GULF TO BAY BLVD STE OF THE H Doug Williams 300 409 OLD COACHMAN RD PO Box8204 CLEARWATER FL 33765 - 4435 CLEARWATER FL 33765 - 4410 Clearwater, Fl 33758 RT FLD2005-11085 2570 GULF TO BAY BLVD Posy 32 RcEm, N ~~~ Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report ~. Description/ITE Code Units Expected Expected PM Peak PM In PM Out. Units Daily Trips Trips -Total Truck Terminal 030 Acres General Li ht Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross Sin le Famil Homes 210 DU A artments 220 DU Mobile Home Park 240 DU Assisted Livin 254 DU All Suites Hotel 311 Rooms 32.0 157 13 6 7 Motel 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Da care Center 565 TSF Gross General Office 710 (Equation TSF Gross General Office 710 Rate TSF Gross Medical Denial Office 720 TSF Gross Buildin Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Sho in Center 820 Rate TSF Gross ' Quality Restaurant 931 TSF Gross Total In Out Hi h Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Onl 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Su ermarket 850 TSF Gross Convenien. Mkt O en 24 hrs 851 TSF Gross Convenien. Mkt O en 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/Gas Pum s 853 TSF Gross Discount Club 861 TSF Gross = -- Pharmac /Dru store w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross - ~ r Drive-In Bank 912 Drive-In Lanes ~ ,A~ Y:\Public\Agency Apps\FDOT\[tripcalc_16.x1s]Calculations 20-Sep-05 157 13 '~ Z Z OZ o v ~' m p _N y '-' o c.n m m ~ Z w'Lunch Peak 146-364 two way trips m m~ v~ ~~ ~~ Calculations Using the Most Used Trip Generation Rates from the 7th Edition ITE Trip Generation Report Description/ITE Code Units Expected Expected PM Peak PM In PM Out Unlts Daily Trips Trips -Total Truck Terminal 030 Acres General Li ht Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross Sin le Famil Homes 210 DU A artments 220 DU Mobile Home Park 240 DU Assisted Livin 254 DU All Suites Hotel 311 Rooms Motet 320 Rooms Marina 420 Berths Health/Fitness Club 493 TSF Gross Church 560 TSF Gross Da care Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 Rate TSF Gross Medical Dental Office 720 TSF Gross Buildin Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 7SF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Sho in Center 820 Rate TSF Gross 1.3 56 5 2 3 Quality Restaurant 931 TSF Gross Total In Out Hi h Turnover/Sit Down Rest. 932 TSF Gross 0 0 0 Fast Food w/o Drive Thru 933 TSF Gross 0 0 0 Fast Food with Drive Thru 934 TSF Gross 0 0 0 Drive Thru Onl 935 TSF Gross Not Available »»»> No calculations but studies sho Service Station 944 Fuel Position Serv.Station w/ Conven.Mkt 945 Fuel Position Tire Store 848 Service Bas Not Available Su ermarket 850 TSF Gross Convenien. Mkt O en 24 hrs 851 TSF Gross Convenien. Mkt O en 16 Hrs 852 TSF Gross Not Available Convenien. Mkt w/Gas Pum s 853 TSF Gross Discount Club 861 TSF Gross Pharmac /Dru store w/ Drive-thru 881 TSF Gross Furniture Store 890 TSF Gross Walk-In Bank 911 TSF Gross Drive-In Bank 912 Drive-In Lanes 5ti 5 L 3 Y:\Public\Agency Apps\FDOT\[tripcalc 16.x1s]Calculations 20-Sep-05 n Z Z n ~ o ~ ~ ~~ ~ ~ D~ o ~~ --~ 3 ~n m m ~ Z N'Lunch Peak 146-364 two way trips ~. ~~ `1 Tree Inventory Holiday Inn Expansion As required by the'City of Clearwater, I have completed an assessment of all trees (6" dbh or greater) on the subject site and within 25' beyond the property lines. My opinion is set forth below as to the viability (rating of 1-5) and any potential hazards of these trees. # /Tree Size & S ecies /Ratin and other ertinent comments 1 8" Queen Palm 2 2 6" Queen Palm 3 3 6" Queen Palm 2 4 25" Laurel Oak 3 5 50" Live Oak 4 6 40" Live Oak 4 7 42" Live Oak 4 8 4,7,9" Camphor 3 9 15" Live Oak 2, co-dominate, in wires, hazard 10 12,13" Jacaranda 3 11 34" Live Oak 3, Co-dominate, in wires 12 30" Live Oak 3, in wires, one-sided 13 27" Laurel Oak 4 14 16" Sabal 3 15 30" Camphor 3, Co-dominate, in wires 16 40" Camphor 2, Co-dominate, in wires, hazard 17 18" Laurel Oak 4, I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL-1235A Butler's Nursery, Inc. 7011 75th Street North Pinellas Park, Florida 33781 (727) 544-0445 -phone, (727) 541-5027 -fax ORIGINAL RECEIVED NOY 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER f S 3 ~~ , ~T~a~~~~~'s i~,~ ~Y E3uv~ r~ i'.4GE S~j ,i '~ 4 ,... { ' _ ~-xN.r710301 P~~~°` 15bQD{Y ~ ~ s~r°li:~``'C~" 25' ~ ~~ J ~ ~---- - ry~ --'~ ' ' j = 1 ,, ~~` J :- `, v N ~ P ~BJ 3 C• ~ . a ~.~ ` g ;4b 71.8' ~ ~~ ~4 3 >~ ~ .~ / i 1~ ~ Z .. ~ ~ fi~ BE ~ ~~ I , e 1 y ~''\. ~ ~ o~y ~~ ~ ~ ~ ( 1 .0 ~ ~ ' 73.2' 4 414"~ E ~ '~' " t 27.27 ' ~ ~ ~ . , 1VEW Ii~I:~14Y INN t - ~ ~ ~, ~r t ~.~, I ~ ~ ~~ ~: N 8 41 21" W`~ ~ `_ "'.~.` ~ ~ ~ \ ~ , ~ N ~ y'Nf~ STUP (~J ~~ ~ '~ ~8I a ' ' _ ~ r~ tl • ~ @"~ --- N ~ ~ ~ f i _ f~ lV IE1Y NC ltAAIP PE UOr INDIX vm~ rnuNCaim R, i ' ' , oia~ ~~' 'rrr.) ~ i ~ t ~ ~ ~? ~ i25' 24' 19' ' 1 1 I ~ ~ ~ (( I 1 ~ ~~ '1 1 1 ~ vo Nor- ~. ~0 ~ (NIFTY SIGN I 1 1 i 7D BEE REAloVFD ORIGINAL RECENED NOV 10 2005 PLANNING DEPARTMENT CITY OF CLEARWATER i r Q'xi2` (01'03'04" W 83.86" ~ ~ ~~ ~ ' Iwll~...=A.11e. N~ ".{~~`•r • Opp ~~f •T, ..:. '~ ~~~ ~~ ~16.51~ 4 I € ~ 9 ~ ~~ ~ M(/IYfl~IG ~ s SILT/ E7Vf ~ , ~" 1 s t ~ I i ~ ~~- .....~~ p r ({ i { W ~t 3 1 (~ ~~~ ~4 S ( # " k''° i ~! P0.6.f~1 n; ~~ ~ ! it ~ ~~. { i'i ~ sit _ . ;~ ~ :~ _. f" = 3 1 i~ _ ~ 3 Fir. ~ ~ i ., w„ v - ~ ,.,.,.„,.,„.„_.._..,~___s i~ ~ ~ ~~~ _ _.._. ~ ~ r - --- t _ _ ._ ~_ ~,.,.a.~<...~ mm_---~- _~..# R - TO -BAY BOULEVARD -STATE RO~~~~ - - - - ~ WEST BOUND LANES ~• N. 89'42'43 "W. 200.01 '(M) EX. 5.5' CSW .~~ ~ ~~ m . STOP • . . .•~~ x.: ~ :~: . , 0 0# ONLY p ~I_I_I_I_I_I ~ ~ ~ I_I_ oIo'o -D ` Z_ ~ Z Z 'C m m m A,o ~ O Z tv ~r1 0 D "' r~r m 0 c°n ~ Z _ ~. o x ~ ~~ J ON~' '~ ~ ~ . . . S 89°4 ~° f D A i... p . . . ~~ * . 200.00' u z 0 pO, °6 r N w • Page 1 of 1 ~~ ~ ~~ ~ ~~ ~ ~~~~~ ~ ~~~ I ~~~~ 20-Oct-2005 Jim Smith, CFA Pinellas County Property Appraiser 15:48:37 Ownership Information Vacant Property Use and Sales MEHHA-PIHELLAS LLC OBK: 11378 OPG; 1572 38724 US HIGHWAY 19 N STE 100 TARPON SPRINGS FL 34689-3979 EVAC; Non-EUAC Comparable sales value as Prop Addy: 0 of Jan 1, 2005, based on Census Tract; .0 0 2004 : sales from 2003 - 0 Sale ^ate OR Soak/Page Price {qual~+Unq} VacfImp Plat Information 0 J'0 0{ 0 0 ( } 0000: Book Pgs - 0 J'0 0{ 0 0 ~ } 0000: Bask Pg,s - 0 J~0 0{ 0 0 { } 0000: Bask Pgs - 0 1'0 0{ 0 0 { } 2005 Value EXEMPTIONS Just/Market: 729,400 Homestead: HO Ownership '2 .000 Govt Exem; HO Use ~: .000 Assessed/Cap; 729,400 Institutional Exem; HD Tax Exempt x: .000 Historic Exem; 0 Taxable: 729,400 Agricultural: 0 2004 Tax Information District; CW Seawall; Frontage; Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x ^epth Prise Units Meth 04 Taxes; 11,571.98 1} 0 x 0 10. 00 85, 813. 20 S Special Tax .00 2} 0 x 4 .00 .00 3} 0 x 0 .00 .00 Without the Save-Our-Hamel 4} 0 x 0 .00 .00 cap, 2005 taxes will be ; 5} 0 x 0 .00 .00 16, 949. 21 b} 0 x 0 . 00 . 00 Without any exemptions,. 2005 takes will be ; 16, 949. 21 Short Legal FROM SE COR OF HE i{4 TH HO1OE 50FT TH W 200.02FT ^esariptian FOR POB TH W 100FT TH HO1OE 150FT TH W 200FT TH http://pao.co.pinellas.fl.us/htbin/cgi-gif?p=18+29+16+00000+140+1220&0=1 10/20/2005 • • Page 1 of 1 ~~ ~ ~~ ~ ~~ ~ aoaoo ~ ~~a r' laoo 20-Oct-2005 ,7im Smith, CFA Pinellas County Property Appraiser 15:+49:29 ^wnerehip Information Non-Residential Property Address, Use, and Sales MEHHA-PIHELLAS LLC ^BK; 13839 ^PG; 1100 2570 GULF TO BAY BLVD CLEARWATER FL 33765-4411 EVAC; Non-EUAC Comparable salsa value a9 Prop Addr; 2570 GUL F TO BAY BLVD of .7 an 1, 2Qi15, based pan Census Tract; 267.03 20103 2QCI4 l f rom - ; Ba es 0 Sale ^ate OR BooklPa~e Price (GIua11UnQ} VaclImp Plat Information 9 12,004 13,8391,100 525,OOD (0} I 0000; Book Pgs - 1112,002 12,36611,357 480,500 4Q} I 0000; Book P~,a - 2 12,001 11,223/ 337 386,700 {U} I 0000; Book Pie - 6 11,998 10,1221 63 440,000 ~Q} I 2Q05 Value EXEMPTI^NS JuatlMarket; 446,800 Homestead: HO Ownership x .000 Gout Exem; HO Use x; .000 AaeeeeedlCap: 446,800 Institutional Exem; HO Tax Exempt ~; .000 Historic Exem; 0 Taxable: 446,800 Agrioultural: 0 2004 Tax Information ^ietrict; CW Sewall; Frontage; Clearwater View; 175 Millage; 23.2372 Land Size Unit Land Land Land Front x ^epth Price Units Meth 04 Taxes: 10,161.66 1} 200 x 150 14.00 30, 000. 00 S Special Tax .00 a} 0 x 0 .00 .00 3} 0 x 0 .OD .00 Without the Sane-Our-Names 4} 0 x 0 .00 .00 oap, 2(]Li5 taxes will be 5} 0 x 0 .00 .00 10, 382. 38 6} 0 x 0 . 00 . 00 Without any exemptions, CO(l5 taxes will be ; 10, 382.38 Short Legal BEG 50FT H 8c 300.D3FT W OF SE COR OF NE if4 TH W 200 ^escriptian FT TH H 150FT TH E 20DFT TH S 150FT TD POB http://pao.co.pinellas.fl.us/htbin/cgi-gif?p=18+29+16+00000+140+1000&0=1 10/20/2005 18 1 29 / 10 Page 1 of 1 ~ 00000 f 140 / 1000 :01 20-Oct-2005 .7im Smith, CFA Pinellas County Property Appraiser 15:49:29 Commercial Card 01 of i Improvement Type; Retail Store Rroperty Address; 2574 GULF TO BAY BLVD Prop Use; 339 Land Use; 27 Structural Elsmsrt-ts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc BlockfStucco Height Factor 0 Party Wall Hone Structural Frame Hone Raaf Frame Bar JoistfRigid Fram Raaf Cover Built UpfComposition Cabinet & Mill Average Flaar Finish Carpet Combination Interior Finish Drywall Total Unite p Heating & Air Heating~Cooling Pckg Fixtures 5 ®ath Tile Floor and Wall Electric Average Shape Factor Rectangle quality Average Year built 1,964 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas Description Factor Brea Description Factor Area 1} Base Area 1.00 1,288 7) .00 0 2) .00 0 6) .00 0 3} .00 0 9} .00 0 4) .00 0 1[~) .00 0 5) .00 0 11) . 00 0 6) .00 0 12) .00 0 Comrrisrcial Extra Fca-tures Description Dimensions Price Unite Value RCD Year 1} ASPHALT 10800 1.50 10,800 16,200 16,200 999 2) CARPORT 1381SF 5.00 1,381 6,910 4,150 1,990 3} .00 0 0 0 0 +~} .00 0 0 0 0 5} .00 0 0 0 0 fi) .00 0 0 0 0 TOTAL RECORD VALUE; 20,350 http://pao.co.pinellas.fl.us/htbin/cgi-gift?p=18+29+16+00000+140+1000+01 &0=1 &t=3 10/20/2005 LOT 1 STUDEBAKER'S ~` (PLAT BOOK 92, PACE "JB) - O'Or :i ,-. ``` r. r' EICISTtNC DUMPSiER w CuAU zo" s ' i ' ~ , 1O'xiY , SY'!4Y ie'wx YWI MOI dO (U ~ ` ~ ~O4~ ! • ' ' ' " o e c - ns i~ i - - ,r ~„_ _ +e i ' 01 03 04 W t 83.88 : . ~,~sr s ._ G z5 ^ -----~R--i-- ~-~ ' I e ..... n ~ __ ~. - ~ ~ Is- nv~A>'wo+r ~, I r ` ' '; ~ :• ~ ':; r{,~ ~* • .:: , .:tiµ ~;: R.;, r~ 5 , ~2i f , ' I , ~~ ~ 1" ~i 'M'1J A£x7"irJ'1OX ~ r . - ^ ' ' ' j I ,. ._x ' ~.,. .r ,. I N 8 41 21 W ~ I O a u ~ 1 ~ ~ . . . ~. rr ~ ~ 71.8' 0 ~ ~ ~~ \/ w Q~tK p 1 _ ~ + ( G j~ m ~ h ~ Bo.K n =~ t 5.^ I 62'04'14' 1 ~ I i N LLLLLLLLLt_L , I 27.27' a Ae I¢uI~ i QF' I' ~ 7 ~~ ~ IR~IIED ~ ~ i ~ I -_ `L1~~,~~ _... _. -~~ ~~1 I - S 001'03'04' W 120.31•. 1 l~J ~' i I '~ G,LL~ LLL ' ., . ~' - - ~~LL~l;~~LLLL ,~I' (~ r~~ti ~ry~ • i 2s' ~ la I LLL~IL~.k=.L• • .- or>m~°s~an ~ I I ~ LLLLt=;I~LLLLtt ~ ' u `° ~ LLLLk' L.i:.:k:LL•L .,, l - _ _- •LLLLLLL :: , , - ~~ LL _ Pool I =: ~m , ~ ~=: LL ~ LL na~E A' t~ . L roaE~m I [~1;'Im~ _- J I ; - ~c ~ I I I~ N I ~ ~ ( L ~ I I I ~ T (,4. ~ t FL~~tD I (~` ~ ~ I I ° P.~.B. S~1 rn ~ I P' ~ I I i I I R INLET ~ = 45.7o I i I R T ELEV. ~ 47.ea ~ ~_• I I .~. ~. ...~ . ~, ELEV. - 40.Tt `~ ~~ I I -- ~ ~ ( ~,`, `` I '~~c '~----__`---------J F~`:•~c-- --- ~ ~- u a INLET I . RtM EL. - 47.77 ~`~`~ ~` 1 t t, ELEV. - 47.69 ~ ~ ~~~~ `~` 1 ~ ~ 96 ; j t OAT EL. e 46.79 ~ ~~ ~ I I j ~ ... N. EA.EV..- 43.1T b, ; `~ 1 1 ..~...... ~..... ~...~ ....~..-. ~ .~ .... ~.....~. 1~ _- _-.r_, __ _________________________________ ~ dO1S~ R ~ ~ ~.$ r Q_. t + WESTERLY R/W I UNE OF U.S. SERNCE ROAp (A5PH. PVMT.) HIGHWAY N0. 19 I :URB ~! GRATe' INLET ~~ INLET Y cGNa cxraa GRATE ELEV. - 37.72 TOP ELEV. - 51.89 _ 2' N1OE SLOT W. 910E THROAT ELEV. - St.17 ELEV. =50.76 E30TTpM ELEV. - 4a.•At INV. ELEV. - 47.90 3` F K~ IG ~' ~.oa U.S. HIGHWAY_NO. 19_ _ _ =N 07 U3'O+" E _ " _ ~ - '"`- _ '(per N7p1N VARIES) _ ~ ~"' ~ -- _ __~. _ ~ _ ~_ - - - - ,- - - ~ _