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HDA2014-02001LL ° C earwater U 655 S GULFVIEW BLVD HDA2014-02001 1 Zoning: Tourist Devel, Atlas #: 2g5q IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, ut�tr� ��E, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLEI'ELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR INITIAL REVIEW BY THE CITY COUNCtL. SUBSEQUENT REVIEW BY THE CITY COUNCIL WILL REQUIRE ONE HARDCOPY AND ONE ELECTRONIC VERSION OF THE COMPLETE SET OF PLANS AND APPLICATION MATERIALS. THE ELECTRONIC VERSION MAY BE EMAILED OR PROVIDED VIA CD, THUMB DRIVE OR OTHER DEVICE AS MUTUALLY AGREED UPON BY CITY STAFF AND APPLICANT. THE HARDCOPY SITE IS REQUIRED TO BE COLLATED, STAPLED AND FOLDED. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. APPLICATION FEE: PROPERTY OWNER (PER DEED): MAILING ADDRESS: PHON'E NUMBER: EMAIL: AGENT OR REPRESENTATIVE: MAILING ADDRESS: PHONE NUMBER: EMAIL: ADDRESS OF SUBJECT PROPERTY: PARCEL NUMBER(S): $1,500 Clearwater Grande Development, LLC 20001 Gulf Blvd. Suite 5, Indian Shores, FL 33785-2417 727-595-0366 stevepageC�tampabay.rr.com Housh Ghovaee, Northside Engineering Services, Inc. 300 S. Belcher Road, Clearwater, FL 33765 727-709-0943 Housh�Northsideengineering.net 655 S. Gulfview Blvd. 17-29-15-05004-003-0080 LEGAL DESCRIPTION: See attached legal description Total 181 unit Overnight Accommodations (Existing 91 unit Quality Inn PROPOSED USE(S): and Proposed 90 unit Hampton Inn) DESCRIPTION OF REQUEST: Specifically identify the request (include al! requested code flexibility; e.g., reduction in required number of parking spaces, height, setbacks, lot size, !ot width, specific use, etc.): See attached narrative Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 4 06/13 LL ° C earwater U Planning & Development Department Hotel Density Reserve Development Agreement Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT tN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE LAND USE PLAN DESIGNATION: EXISTING USE: PROPOSED USE: SITE AREA: 62 , 62 0 sq. ft. Tourist (T) District Resort Facilities High (RFH) Overnight Accommodations Overnight Accommodations 1.43� acres 6ROSS FLOOR AREA (approximate square footages): DENSITY (rooms per acre): Hotel Use: i2�, soi Sq. ft. Exl5tlflg: 63 .33 Accessory Uses: o sq. ft. Proposed: 125 . 96 Total: 127, 501 sq. ft. Maximum Permitted: 50 UPA, w/150 units max. from density pool BUILDING COVERAGE/FOOTPRINT (1�` floor square footage of all buildings): Existing: i3 , 442 sq. ft. ( 21 % of site) Proposed: 33,076 sq.ft. ( 52.82 %ofsite) Maximum Permitted: -- sq. ft. ( -- % of site) IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided 6y the total square footage of entire site): Existing: o . 90 Proposed: o.9os Maximum Permitted: o . 95 OFF-STREET PARKING Existing: Proposed: Minimum Required: BUILDING HEIGHT: �9 Existing: 49' -6 �� 2is Proposed: 133'-6" 218 Maximum Permitted: lso � -o° STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that alt Sworn to and subscribed before me this �' day of representations made in this application are true and February 2oi4 , to me and/or by accurate to the best of my know(edge and authorize � City representatives to visit and photograph the �. who is personally known has property described in this application. produced _ as identification. � Nota�ji public, JANET l. KRUE6ER � Notary Public - State ol florid� My commission expires: � Commiasion � EE 176965 �p�� Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�567; Fax: 727-562-4865 O6/13 LL ° � earwater Planning & Development Department Hotel Density Reserve � Development Agreement Application U Site Plan Submittal Package Checklist IN ADDITION TO THE COMPLETED DEVELOPMENT AGREEMENT APPLICATION, ALL DEVELOPMENT AGREEMENT APPLICATIONS SHALL INCLUDE AN INITIAL SUBMI'(TAL PACKAGE CONSISTING OF THE FOLLOWING INFORMATION AND/OR PLANS: � A conceptual site plan that depicts the building footprint, off-street parking, landscape areas, and ingress and egress points. � Architectural elevations for all sides of the building. �l A massing study that illustrates the building form (including stepbacks) on all sides of the building. �] A transportation analysis consistent with the Metropolitan Planning Organization's (MPO) countywide approach to the application of concurrency management for transportation facilities, that is consistent with the requirements set forth in Beach by Design. � A narrative which fully addresses each section of the Design Guidelines within the Beach by Design. � A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage. � A proposed development agreement which shall contain, at a minimum, the following information: � A legal description of the land subject to the development agreement. � The names of all persons having legal or equitable ownership of the land. � The duration of the development agreement, which shall not exceed ten (10) years. � The development uses proposed for the land, including population densities, building intensities and building height. � A description of the public facilities and services that will serve the development, including who shall provide such public facilities and services; the date any new public facilities and services, if needed, will be constructed; who shall bear the expense of construction of any new public facilities and services; and a schedule to assure that the public facilities and services are available concurrent with the impacts of the development. The development agreement shall provide for a cashier's check, a payment and performance bond or letter of credit in the amount of 115% of the estimated cost of the public facilities and services, to be deposited with the city to secure construction of any new public facilities and services required to be constructed by the development ag�eement. The development agreement shall provide that such construction shall be completed prior to the issuance of any certificate of occupancy. � A description of any reservation or dedication of land for public purposes. � A description of all local development approvals approved or needed to be approved for the development. � A finding that the development proposal is consistent with the Comprehensive Plan and the Community Development Code. Additionally, a finding that the requirements for concurrency as set forth in Article 4, Division 10, Community Development Code, have been satisfied. � A description of any conditions, terms, restridions or other requirements determined to be necessary by the City Council for the public health, safety or welfare of the citizens of the City of Clearwater. Such conditions, terms, restrictions or other requirements may be supplemental to requirements in existing codes or ordinances of the City. � A statement indicating that the failure of the development agreement to address a particular permit, condition, term or restriction sha11 not relieve the developer of the necessity of complying with the law governing said permitting requirements, conditions, terms or restrictions. � The development agreement may provide, in the discretion of the City Council, that the entire development or any phase thereof be commenced or be completed within a specific period of time. The development agreement may provide for liquidated damages, the denial of future development approvals, the termination of the development agreement, or the withholding of certificates of occupancy for the failure of the developer to comply with any such deadline. � A statement that the burdens of the development agreement shall be binding upon, and the benefits of the development agreement shall inure to, all successors in interest to the parties to the development agreement. � All development agreements shall specifically state that subsequently adopted ordinances and codes of the city which are of general application not governing the development of land shall be applicable to the lands subject to the deve►opment agreement, and that such modifications are specifically anticipated in the development agreement. Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562�865 Page 3 of 4 06I13 •, , , � LL Planning & Development Department ° 1 ar�ater Hotel Density Reserve �e � Development Agreement Application Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed — PRINT fuil names: Clearwater Grande Development LLC 2. That (i am/we are) the owner(s) and record title holder(s) o# the following described property: 655 S. Gulfview Blvd., Clearwater, FL 33767 17-29-15-05004-003-0080 3. That this property constitutes the property for which a request for (describe request): See attached narrative 4. That the undersigned (has/have) appointed and (does/do) appoint: Housh Ghovaee, Northside Engineering Katie Cole, Hill, Ward, Henderson as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; _.. — 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I "gae uthority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS � � DAY OF February 2014 , pERSONALLY APPEARED Notary Public - Sqte of Flaida My Comm. Expkes Jun 29, 2016 Commiasion 1► EE 176965 9onded ThroupA tqlion�l No11nt Aqu. Notary Seal/Starrtp WHO NAVtAfG BEEN FIRST DULY SWORN UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. � � � Notary Public Signature �% My Commission Expires: (rs �T y�l !�_ Planning 8� Development Department, 100 S. MyRle Avenue, Clearwater, FL 33756, Tel: 727-562�d567; Fax: 727-562-4865 Page 4 of 4 06/13 CLEARWATER GRANDE DEVELOPMENT, LLC. QUALITY INN/HAMPTON INN & SUITES C55 S. GULFVIEW BOULEVARD, CLEARWATER BEACH NARRATIVE Description of Request Modification to the previously approved re-development plan (FLD?Q13-030I l) to increase the total number of rooms on the Property from 171 to 181 rooms. This will result in the retention of the existing 91-room Quality Inn and the construction of a new, 90 room Hampton Inn. It is noted that no rooms are proposed to be allocated to the Quality Inn from the Hotel Density Reserve, and that this hotel will remain as it currently exists. All 90 rooms being allocated from the Hotel Density Reserve will be for the new Hampton Inn, and: this allocation will account for each and every room comprising the Hampton Inn. The Amendment to the Development Agreement is necessary due to market conditions and changes to the financing parameters originally contemplated by the applicant. When units were originally granted the Hotel Density Reserve, the number of units available to the site were calculated without regard to the termination of nonconforming status that was grar�ted. Since the 91 rooms at the existing Quality Inn are vested, the number of available units should have been calculated exclusive of this number: The prior grant of rooms was based upon the use of 10 rooms from the existing hotel being transferred to the new hotel by combining rooms to provide for larger suites. After conversations with the franchisee and the applicant's lenders for the contemplated construction, the larger suites are not well-suited for this location and brand. Therefore, the applicant would continue to operate the Quality Inn as it currently exists. The proposed Hampton Inn would be developed at its current, 90-room proposed size. Therefore, it would require an additional 10 rooms from the Hotel Density Reserve to fulfill the previously contemplated plan. Discussion The site is located within an area designated by Beach by Design as the "Clearwater Pass District" Beach by Design identifies this as a distinctive area, offering a diversity of uses including high rise condominiums, resort hotels, hotels, motels, retail and restaurant uses. Beach by Design contemplates that the "Clearwater Pass District" will be an area of strategic revitalization and renovation in the response to improving conditions on the balance of Clearwater Beach. Beach by Design identifies a disparity between hotels and condominiums, and strongly encourages mid- priced hotel development. Beach by Design indicates Clearwater Beach can support an addition 1,385 hotel rooms and further provides increased densities through the Hotel Density Reserve to aide in achieving the additional mid-priced hotel units on Clearwater Beach. The new Hampton Inn and Suites with Parking Garage is proposed within the area currently utilized as an expansive surface parking lot to the west of the existing Quality Inn. Proposed Use The proposed Hampton Inn with 90-overnight accommodation units will offer reasonable room rates, appropriate for mid-priced family vacations. The design provides a 9 story hotel over 5 levels of parking which is designed to accommodate both hotels (the new proposed Hampton Inn and Suites as well as the existing Quality Inn.) The 91-mid-priced overnight accommodation units offered currently by the Quality Inn would remain providing a total of 181 mid-priced overnight accommodation units on site. The proposal utilizes 90-units from the Hotel Density Reserve where a maximum of 100 units can be requested and will provide an overall density of 126 units per acre where Beach by Design allows a maximum of 150 units per acre. Response to Criteria (Sec. 4-606(B)) l. A statement of the requested duration of the agreement, which shall not exceed ten years for a hotel density reserve development agreement and 20 years for a general development agreement. The draft development agreement is effective for ten (10) years. 2. A description of all existing and proposed public facilities and services that serve or will serve the development. The agreement includes appropriate statements that the public utilities from City of Clearwater and Clearwater Gas Systems will serve the project. 3. A description of the uses desired to be permitted on the land, including population densities and building intensities and heights. The proposed development includes two hotels consisting of overnight accommodation units ("Hotel") on the site. Beach by Design allows for the grant of up to 150 units per acre and with the grant of Hotel Density Reserve units; therefore, a m�imum of 215 units would be permitted on the Property (150 x 1.43755 acres = 215 units). The density of the existing hotel (91 units) was previously terminated as to its nonconforming status. The building height for the existing and proposed hotels are under 150 feet, and the distances between buildings (both on and off site) meet all separation requirements for the portions of the buildings over 100 feet in height, as allowed by Beach by Design. The height of 150 feet is allowed per Beach by Design, due to both the transfer of development rights and receipt of Hotel Density Reserve units at this location. 4. Identification of zoning district changes, code amendments and comprehensive plan amendments that will be required if the proposed development proposal were to be approved. No code amendments or land use plan amendments are proposed. 5. The zoning and land use categories of all adjoining properties. � Land Use/Zoning Existing Use North RFH/T Retail/Hotel South OS Clearwater Pass East RFH/T Condominium West RFH/T Hotel 6. The complete names and addresses of all owners of properties abutting or lying within 200 feet of the subject property as currently listed in the county records as of one week prior to the filing of an application. See attached list generated from the Pinellas County Property Appraiser. First Amendment to Development Agreement THIS FIRST AMENDMENT to DEVELOPMENT AGREEMENT ("First Amendment") is dated the day of April, 2014 and entered into between Clearwater Grande Holdings LLC, a Flarida limited liability company ("Developer"), its successors and assigns, and the CITY OF CLEARWATER, FLORIDA, a municipality of the State of Florida acting though its City Council, the governing body thereof ("City"). Recitals: WHEREAS, Sections 163.3220 - 163.3243, Florida Statutes, which set forth the Florida Local Government Development Agreement Act ("Act"), authorize the City to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City; and WHEREAS, under Section 1633223 of the Act, the City has adopted Section 4- =. 606 of the City of Clearwater Community Development Code ("Code"), establishing procedures and requirements to consider and enter into development agreements; and WHEREAS, the City and Developer entered into a Development Agreement dated 8$--t3 and recorded at Official Records Book �� i� B, Page �91 in the public records of Pinellas County ("Development Agreement"); WHEREAS, Beach by Design proposed additional hotel units to equalize development opportunities on the beach and ensure Clearwater Beach remains a quality, family resort community by further providing for a limited pool of additional hotel units ("Hotel Density Reserve") to be made available for such mid-sized hotel projects; and WHEREAS, the Development Agreement provided eighty (80) units from the Hotel Density Reserve to the Developer to be utilized on 1.43755 acres of real property (as described in the Development Agreement as "Property"); and, WHEREAS, maximum density permitted on the Property, pursuant to Beach by Design, is 150 units per acre; and, WHEREAS, the Developer requests an additional ten (10) units from the Hotel Density Reserve to maximize the density on the Property and provide for 181 total overnight accommodations on the Property; and, WHEREAS, upon completion of the project contemplated in the Development Agreement and this First Amendment, the existing hotel will contain its existing 91 units and the new planned hotel will contain 90 units for a total of 181 overnight accommodations, which includes eighty (90) units from the available Beach by Design Hotel Density Reserve; and WHEREAS, the city has conducted such hearings as are required by and in accordance with Chapter 1633220 Fla. Stat. (2011) and any other applicable law; and WHEREAS, the City has determined that, as of the Effective Date of this First Amendment, the proposed project is consistent with the City's Comprehensive Plan and Land Development Regulations; and WHEREAS, the City has conducted public hearings as required §§4-206 and 4- 606 of the Community Development Code; and WHEREAS, at a duly called public meeting on , the City Council approved this Agreement and authorized and directed its execution by the appropriate officials of the Ciry; and WHEREAS, the Community Development Board approved the design and site plan as a Flexible Development as FLD 20�i 3- �; � O � �("Site Plan") on 5-�� —►3, and the Community Development Coordinator has approved certain minor amendments to the Site Plan ("Amended Site Plan"); and, WHEREAS, Developer has approved this First Amendment and duly authorized certain individuals to execute this Agreement on Developer's behalf. STATEMENT OF AGREEMENT NOW THEREFORE, in consideration of and in reliance upon the premises, the mutual covenants contained herein; and other good and valuable consideration, the receipt and su�ciency of which are hereby acknowledged, the parties hereto intending to be legally bound and in accordance with the Act, agree as follows: SECTION 1. Recitals. The above recitals are true and correct and are a part of this Agreement. SECTION 2. Incorporation of the Act. This Agreement is entered into in compliance with and under the authoriry of the Code and the Act, the terms of which as of the date of this Agreement are incorporated herein by this reference and made a part of this Agreement. Words used in this Agreement without definition that are defined in the Act shall have the same meaning in this Agreement as in the Act. SECTION 3. Number of Hotel Density Reserve Units Allocated. Notwithstanding anything contained in the Development Agreement to the contrary, section 6.1.5 and all references to the number of units allocated by the City pursuant to the Hotel Density Reserve in the Development Agreement and its attachments shall be amended to ninety (90) units. SECTION 4. Parking. Section 4.2 shall be deleted and replaced to read as follows: The Project shall include 218 parking spaces, as defined in the Community Development code, of which 211 will be provided by a parking garage with 7 additional surface spaces being provided adjacent to the parking garage. The parking garage, its accesses, and the surface spaces will be shared with the existing adjacent Quality Hotel site and contains sufficient parking for both hotels. (See 6.1.4) SECTION 5. Ratification. Except as specifically modified herein, all terms, conditions and obligations contained in the Development Agreement shall retain in full force and effect and are reaffirmed by the parties hereto. IN WITNESS WHEREOF, Developer has caused this Declaration to be executed this _dayof ,2014 � _ .�:-- - __ �_ In the Presence of: v— Clearwater Grand:��dings, LLC . Print Name: Stephen Page, " ger/Member Print Name: As to "Developer" Print Name: Print Name: As to "City" CITY OF CLEARWATER, FLORIDA By: William B. Horne II, City Manager Attest: , , , . Rosemarie Call, City Clerk Countersigned: Gearge N. Cretekos, Mayor Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney --- STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me the day of , 2014, by Steve Page, as manager of Clearwater Grande Holdings, LLC, a Florida limited liability company. He is [] personally known to me or has [] produced as identification. Notary Public Print Name: My Commission Expires: �.. .,#:�.{�^�- _.: r �*. �..3r� �v.v�;i�t7'. `—i ��'" ...r:�°x�'e h,t�ti..i � ��i�es;..a,.�'r�.w�i �.�U!1i�'%�. ��. ``�` � ",' 7t .°v"i 8 t}�sr�+�i2�1�,T. aC US:+S-0 �.1it,1 ��,= rk'�+},�t� nL'iK'n4i�i1> FY?u; i:31-i^i�{�y/� 'J��.1'Y'�,}��:Mi}� ! i`s..�= �ii::t{IL'�3: �.Tu1V.i1V I�evelnp�ne��t ��reeiY�ent 1'I-IiS I3EV�LC)I'I�ZI.�N"I� AGR�:�ti1Ei'��C (.:AC�KC;L:Mf;N°F.") is dated th� .� ,,� d.ay. c�f' =, 201� �rt� entered inio betwte:n � tear��ater Gra��de Holdii��s LLC, a Florida lrnut�'c� lia�ility cc�mpany ("De��eloper"), its successnrs and assi�ns, and the CI'TY {�� C:L�:t�iZ�°:�'1"�F�, I�L:C)�fI�A, a mun�ci��lity csfth� �;tat� <�f f�'lorida actin� thc�u�h its City Cc�i�ncil, ih� �avernin�; �o�c= thereaf (`:Cit�r"). Rccitals: Wi-I�R�AS, one of th� rnajor cl��ents c�f the �;it}�'s re��italizatic�n eftort is a prelin�inarv plan ft�r the re�italifatic�� nf Clear��ater F��ach �►�titled �3e��rc�h h�� l�cl.t•r`�,rn; ar�d WHE:ft� ASr 5ectians 16i. �220 — I63.32�3, Flaric�a Stat�tes w�.�ich set forth the r'ic�rid� I��cal Eic��ernrnent i�e�rc.lopment ,A�reeme«t Act {"Act"), �uth€�riz� tl�e City� ta enter inta bindin�; deveit��scr.ent aareemcnts ��ith persons hauin� a le�al at• equitabl� i�iterest in real pr�pert}� Iaeated �rithin th+� corpc�raEe limits c�i't�c C.`i�; anci ttfI-[EREAS, under Sectic�n lb3.i?23 c>f the �,ct, the City has acir��at+�c� Section �- �{16 c�f the �it;�� af �I�;ar��ater C'omanunity� Deveic�prnec�t C~c�de {"C€�c�e"}, esfataiishin� prpcedures and reyuaa-cme:��ts to consid�r aizd enter into dez�elc�pment a�reern�nts; a�id t��HEREAS, �euc�h bv De.si�r� prc�pased a�ditic�nal hc�tel ��nits tc� equalize der��:lc�pment opportuniti�s an th��e be:�ch ar�d �nsure Cle�r��ater Fieach rc;7nains a quaiity, f`an�il}r re�ort cc�rnmur►it�= �y �'urth�r �resvidin� feir a lirnited pflol af'adc�itiUnal hotel units ("Hntei I)et�siiy Reserv�"j to be niade a�railal�le fc�r s�ch mid-sizeci hc�tel praject5; �nd W�-�EREAS, the De�.�elcxper ��x.n� and canirals ap�rc�tiizaaat�ty 1.4afi�� cres of r�aI �rrapertsr {``Property") in the corporaze li�nits c�fi the C:itti�, cansistin� c�f t.�375� acr�s c>f u�iand from fhe #ace af the seau:all n�c�re �articulari�� c3escri�eci c�n �xhibit A att3c�hecl herett� an� incc�rpc�rated herc.in; a 9l. unit overni�hf ac�omrtmo�ia�ic�n knc>��n. �s Quality L3each Peso��t exists e�n il�e site; and t�'�-IER�'.AS, the L3evelc�per c�esires tn d�v�lc�p an additic�nal hc�t�,t by cat�structing 9f� new ove;�rnight accc�nvr�or�atic�� units, a parkii�� dra�e�e a lc�bl�}�, �. �;rc�und �e��el pc�c�l, and a�ar, aIl o�which will �c:��erall�� ear�farn� to the arc}�it:ectural elev�tian di�nensio�as sho�vr� it� comp�c�site; ��,I�ik�it '`fi"; The e�zstin� hatel structure l��eated c�n the site is knaw•r� as til�e Quaiity Beach R�sort and curr�ntly c�ntains 91 �t�crni�ht accc�nimt�datic�ns. The L3evelaper �ti�ill recc�n�<rurL son�w c�fthe rc�ams into suites a��d c�ff'�cesistora�e,� in tl��. existin� Ftotcl sc� that i� ��ilt co��tain nc� n�ore ihat �3 nvernis�ht acccm�n�c�dati<7n�. "('he i�c�tal c��erni�ht ace�n7n�oc€at�ic�ns c�n tl�e e��tire site wili be � maai�r�t�m of 171. W'N�;R�<�S. upcsn con��Ietion TI1e exisiif�g hotei wi(1 ec»�ttait� 8} L�n�ts anci t}�e nc�v planr,�cl l�c�t�� iil �.c��t�in ��J units far a tc�tal uf 17l c�r-erni��ht acc�mn�actations, ��ic11 ir�ciud�s ei�,�ht�� (4�}) uc�its fr�i,: the a��ai.i��h1e I3ecrch ht� !)c�sinn �iot�l Den�it�� Reserve; ar�d ~ . W� IERF,�'1S, the city+ has conducterl such Flearin�s as �re reyuired by and in accc�rd�nce with Chapter 16�. �2"?0 :Fla. Stat. {201 I} and any c�th�r app�icable lavs�-; and V+�'HEREAS, the city has deterrriin�d that, �s Uftl�e Effectiv� Date ot�th�s A�rccn�cnt thc propo5cd projcct is consisicnt �trith thc C:ity's Comprchcnsivc Plan and Land Devela�?r�ent Re�iilati ons; and WHERE:�S, thc City� has conductcd public h�arin�;s as rec�uircd §�4-2U6 and 4- 606 ol'the Calz�mui�ity� De��lopment Cc�de; a�lc� Vv'H�RLAS, at a duly� cal��d public meetin� on ._.____�.....,._..� the City Council appro�ed t11is ��r•�ement and a�ithori-r.ed and directed its executian t�y the apprapr�ate of�icials of tl�e Cit}°; ar�d WHERF_,r�S, th� Cornmunit�t �e�elopn7ent Ii�arci approved the ci�sign and site plan as a Fle.;�ible Deveiopment �ar� , eanditic�nec� upon the appro�c�al anc1. ex�cu€ion c�f this A�reernent; a��d WHEK�AS, approtir�l <�f�this abreement is in the interests of the Ciiy in furtlaerance c�f the City's �aals af e►ahancin� the via.bil�ty c>f tlie resart €;c7mmunity and in furtheranc� oftl�e abj�cti��es at �3each I�y- l�c�sigr7; and WI I�'Rr:1S, I�eveioper h�s approved this A�reen�ent and duly authc�rized certain indi�=idual� ta exectrte this A��reement c�r� De4�elaper's t�ehalf. STAT�:VCl:l4""�' {�.k�' AGi2F��??vIE-.N.I_ In c.an5ic�eration of and in relianc;e upoi� the prem�ses, the mutual covea�ants cc�ntai�ed l�er��n, acid athcr at7or3 ar3d valuable considerati�on, the r�;ecipt and Suf�cienc;y, c�f�which ar� hereby ack�it��rled�ed, ihe �arties heretn intenciing to be I�e�alIy bounti an.a in accordaz�ce w�ith the Act, a�ree as follc��s: SECT1t�N �. R�citals. `1't�e abav� r�citals are tr��e and cc�rr�ci aF�d are a part of t�tis A�ree�ment. SECTIO:� 2. In�:orpc�ratiac� of�th� Act. This A,�;r�:eaner�t is ent�rcd intc� i�� can�plia��ce v�•ith as�d under thc autl�ority� af thc Cc�de anc� the ?�ct, the terms of which as czf the date of tl�is A;reeme�at ar� incc�rpc�rated h�rein tsy tl�is reference and made a�arl of thi.s A�reemznt. V�rards usecl in this A��reen�ent w�itho�i detinition that are d�.fined .in th�:. !Lct shall ha�re tl�e same meanin� in tilis A<�Tr�einent as in the 1ct. SEC"I�IC)N �. Prop.ert�' S�abiect tc� il�is At„ree�ileni. '1'l�e I'roperty de�crihed in F::�hihit ``A" is sut�ject to tl�is �1�ree�nent t°`�'a-�pertp�''�. 3. i The I'resperty currentiS' h.as a lanc3 use desi�nation af IZ�s€3rt Facilitieos I-1ig1� (RFi-i) and i� zo�1e� Tourist �(T). 3.? "t`he �'rc�p�r.ti� is oufn�d in fee sii�lple b�� th� I�eveloper. 3. i T'he :I?rt�pc:rt�� is �eneraliy located at ha5 � Crult��ier�� 31wJd, ('l�:ar��ater. FL a g767; acijacent tc� the e�'tstin� E�t�ali.ty [nn I�c�te(. SE.CTIf��14. Scope �f Prc�jeci. =�.1 "1'he Praject ("Prt�je�t}"} ;;h.all cc�nsist af ��o n�are than 1? 1 oj�erni �.�ht acc�m�-raodatio�l units, to hc traditi�nAI n��erni�ht �xccomm�dation �i�its. Tl�� propt�sed densitv is I 18.9'4 uz�its �er acre, whirh is belc�w th� �Iiowed I Sf) u��its per �ere. �.2 Tl�e Praject 5haii include ?£}6 parkin� spaces, a5 defiiaec3 in the C'ommunity I��.�:re;lopment code� c�f vs.7hicl� l99 ��ill be �r�vided by a parkin� b�ra;re ��iTh 7 add'€tianai surface spac�s bein��,f prc��ided adjacent to the parkin� �arage. The parkin� ��ar��e, its acccss�.s, Find t�c surface spaces will �� shared with lh� e�;istin� adjac��t (�u;:�lit� Hotet site ai�d cantains ��tfticient parking fc�r bc�tl� hotels. (Sec: 6.1.�) �.3 T}�e prc��os�d hei�hts af the �uildi.n� are I 34' ta the rc�of deck frc�m base �oc�d c;let�atinn {BF'E), ��t0'-3" to the fnic�paint af the e;quipzatent raom c�-iansard frc�n� �3�E and l�0" tc� tl�e to� c�f the decc�rative peak frt�tn .B�`E. �.� The desi�Y� o�Fr.he Projec�, as represet�t�d ir� Ex�ibit ".B", is �c�nsistent wit�� 13euc h h�r I.�cy.rrgn. =�.� The prc�j�ct Sl�atl camply� tivith the Metrc��atitar� f'lannin�, C)r�aniz.al;ic�n {1G'IPC)} cc�untywizie ap�roaeh ta the a��ii�atian o�'concurrc:nc� n�ana��rnent frar ti•�nspc�rtatic�� faciIiiies. S�-C;TIC�:� 5. El�ecti�re Dat�t'Durat.ion of this A�;reem�ni.. 5.1 �'llis A�ree�cnt shall ��c�t be efifecti�•e unti� this l��i°eei7�ent is prope�lv� recc�rded in the publie recorcis c�t'Pir�ella� C"�unty, F�Ic�rida and thir��T (30) days hacre c;l�psed after h�vin� �een receiv�d b3� the I�epartment �f �cc�namic Oppc�rtunity pursu�nt io �lc�cida Statutes Section 163.3�3� and C;learwater �'om.inui�it�� I)ew�eioprne��t C�ode Sectic�n �-�i06.+G. 2 (the "Eff�ctive; Uate"}. �.2 V�'zthin fc�urteen (I=�) days �ifter ii�e �it�• approves the e�;ecutian nI't�zs r'�br�ement, the C,it�� shal� rec�rd the ��ree�nent with ti�e C'Jerk €�f th� Circuit Cc�urt ft�r �ii1e11�s C.�ui�t}. T"l�� T�ev�lopzr st�ail pay t7�e cc�si of such recc,rdin�. "�hc, City Sha�l subtnit ta the t�z_part�»ent c�f Ec��nvralic C)ppQrtu��ity a co�� af�the rec�rc3ed �1��reeinent within fotirteen (1�) d��s a�t�r the r��,�ree;ment is �-ec��•ded. �.3 This agr��ment shall continue in effect un�il terininated, ati dcfi�ed l�er�in, �iut fi�r � p��iod ncat tc� exc:eed ��en (10) years. �EC;T�()N 6. E)I�li��tic�ns under tl�is �►s�re�ment. �i.1 t3bli�;atirrns c�f thc Dcv�lop�r: fi.l.l "1'I�e abliWatians ur�der tl�is A��zeement staall be h.indin� upon and the t�e��cfits of this A�reemr.nt shaIt in�irc to the lluvelc�per, its succcssc�r� in int�:rest.� qr assi�n5. 6.1.2 !1! the time �f cie� elopment Ejf the Pr�p�.rty, th�: Devcloper wrili su�smit st�ch app�€cati�ns and d�cun��ent�tit�r� as are required b�' law and sha�l con�ply �itl� th� Gity�'s �c�de� a�plicable �� ihe tin�e o�buildi�� pennit r��=iewv. �i. l. � The fc�lic�E�•in� restrictions shall apply ta deti�elop�nent of thc Prop�rCr': 6.1.3.1 The Prc�}��rty and im�ra�e:ments tocated therenn shall k�e dev�l��ed in sut�stantiai cc�nformancz with t�e Site and �3uilding Plans attacl�eci as �.�hi�i€ �`B" and ap�rcaved t�y th� Cc�mrnunity I7e��elr�pm�nt I3oard. ("CDIi") a� case nurnher . Any n�i�7c�r rer��isio��s or cha��g�s tc� the Site Plan shall be consistent ��•�ith the �pproved Site Pl�z� a�.d shali t�e approvcd t�i� the Plannin� flirector as a n�anar madificati�n, purs�iant tc� the Cot3e. flny mc�difi�atior►s d�tennii�ed by the PIanr►ing Directt�r as either incnnsistent r�ith the apprn�red Si�te Pla�� or cnr�stitutin� a substdntial deviatic�n fro�n the �pprc��£eci Sit� �'Ian and th�s reyuiring further appror��al by the C:[��3 shafl req�aire an arx�endmc.nt tc� ti�is Abre�n�ent in accaxdance. ��ith the prc�cedur�.s af tl�e Act and the C'ocie, as neaessary and a�piicable. An}° and ail �uc�, a�prov�d and adopted aa.�nendments �la�ll bc recc�rded in thc: pubiic recvrcis of�l'inellas Co��ntr•, T'lorida &.1.3.? The Developer shall obtain buildi�� perrnits within. ane {1) vear of the date af tl�is .�S,gieen��ni (tlxe "Initial Ten��"), and s1�aII therea#�ter tii�ie�� c?�tai� required certificate� c�f occupa�acy, in accc�rcia��ce 1i=ith C�de Se.ctio�� -4�7. Nothin� her4ii� shall resir'sct lleveloper from secking an e�tez�►sion af tl�c;se ti►��e fra�nes }3ursuas3t to ap��Iicable ��rovisio��s of'tlae C�d� ai�.s:i c�ftl�� F`l�ri�a I3uitdin�; Ct�cie or ir�m seekins; an �m��zd�n�nt t� this a�reen��nt. 6.1. �.3 "I�he De��elopea• sl�all cxecute< }�rior to con�rnenc�znent, amandatc�ry ew�acuation/c��sure cove�ant, substantially in the for�n of �xl�ibit `'t�" that che new accorn�ric�dation �se �=iil be clnsed as scson as ��-a�uti�at�le atter a��urricane wv�tcl� 2hat inelud�s Clear��ater Beacil is p�sied E�y tlle I�at�onai I-Iurricane Ce�Yt�r. b.i.� iliare�l Faci�itic5. The p��o�oscd aciclitiucial 30 r�of�i i�otel aa�rl tl�� ac�jac�i�t e�isti�7�.; Qualit�� Hat�i sha(I share parkin� Iaci(ities, ��aste Ia�ilities, sidewalks anti ULE�er Eu'cas �s n��;cl�:ci. A�tt��rc;ci access ttncl px�rkir�g a�;r�:ernettt �h�ll k�� r��r�r�c� r�n� rec�rdcd �y own�:� tt� cnsure ttiai bc�th the e�:istin�; hc�te! and the r�Lr�= 37r.�t�;! �g��;�E�;ist,��`� :�ixall s}a�:r� �lzc �arkin� �;��raee. f�.l.� '�i�aa�zta��€� c�1 i��zt� irr�� ti�?t�:l �:)�i�4€t�� Resert��: �Z�tu�� ui� CJr€ics ta ��e 1Zrsc,r�.e.�cac�� t r��.Pc rtmm�n� �2�,s'?�rc�ir��a i..!;�° c�i'}-I��t� t I��c�siic� Recer°��c t`��its. 5�ii�j�� tc� thL t�::� �n:�; a�a�:i c,c��r3ciitic��s c>�� this .�,�.ra�� t, �h�: L'i��.� ��r� �a}° a1lc�cates ar�� ;�ts t� ltt�: t��vc:�c��r i'a-t�� t�t� �-i�i�:i I��;nsitr� I�e�:�:�•� �.n �ci�d�tic�rs��i is'i) t�r�t�l �nit�; tc� t��4 I'rc�j�c€ �iit�: �� a��c��s��t�;�: ��it�� a��licaE�l� laGti. In t.€ti; ��t tltis .��,�r�°�sn�:nt i� cs:��in�ic�ci �s�r�ua��t t�� %�.�,ti�ti l�) c�f'tl�is .`��r�;e�nent, �� i�'��n�� f tl�� zr�its �;r��nt�.ci t�a ch�: I��:�F�tc��r trc�m ti�e ��ic�tc! L.�i:ns�t}� Reservc� are ncat c�n�t�c:E�:� irs �.canj��i�tic�rr �.��iitt t�ze �'rr:�jc�c;t aq�Proved b�r City and in, �ec�rciancc; ��it� �'ar��;r��}� �i. �.3.?, ar ii-any unit� ar th� I'rc�jcct fail ta m�:r;t an�i maintaar� l�c cri��r€u ��s• ��c�t�;1 I)s;�t„,�t�r [�e�;zr�:°� �i:a�t� ��s�t�ti:nc:� i�� th�: �:;t}' c�#`C'It;arw�ter C�r�ixr�ar��:�: �:�, ,�'?�-C��;. �s ��r��i�:�i, ��ici units sh�ll l�� return�ci to thc �-i�ac�1 i��:r�,it�� '�€:��, aaac� t�� raa�s��;il�:t:tl� t�� th�: ��-�.l�a�er fc�r u�;� o� the I�r�i��;t pursuant tn I�c�a�� hy 13c:�i,�fa. f'rior tr� th�, sssuanc�: �f t}�e Ccrti�cate r�f"�7rGUpanc}, �a�r �:ls� E'��f�e:iC, t�s�: I��c��:r aswr�c:; �� c�.��x�tc ar�cl c�°c�r�:1 <� C`��:��.�€ in clie �'c��izc ��i��e�r�#:� c��'ity�.il��; �.'c�unt��, �'tc3ric�a restri�tirt� t�e EEc�t�l IJcnsity �{�sc�r��e t.�nit:� ra� �-.�r�a�tcE:it°�` �e� il�� rse> d��srr�uec� hy C'ii}r �inci by this ��r�em�:nt. €r.I.�i i r�t�i;�i��t i;�c, t�s;�;az�azt�tc} i�a ti�L civen�i�t3t aeet��ncric��latic�« uni{,s �r�r�� l�c; I-ic�t�;� ��°n�it�' t��;s��e i� [iF��ik�c3 tc� s� r�rr�� c��}r�� ('I;� ar�c�nt� ��r t}�irty- �r��; s � � t.�,�s€�c:c�ti��i; ��t��., �r��ich�;�=er �:� 3�s�. ;`dc�tl�i�� Izc;rc:i� ��ir11 pr�v�nt a �t�€��:��E:.�;�;r t�('� ��rac:tac�r�� sl�ar�: ut�it �`rc?�rr� ta��°rsi�� a�tcri��ci c�ftirn� �;r�at�r th�n t:�.�rt��-c�n;: (e� l�s��°�;. �rc��ic��.z� �:�•��• i��:�:��arac�.� �� lirrtitcd tc� a t�rn3 t�f t}tic; (1 � rr��t3� �r ��i�t��-c��t�° �. � 11 e:�-�n:�::e��t��:•� s�:��=�.. ��E�i�}��,°�•�r i;� les�:�� t�. �.7 �.irtt�t,�zi�}x� c�� 'lr�� :Ii#ii��i ;��Its�;��:, I�c.� �:3�� r��ret�;; tl��t thc�r�: �;i�a�l k��: z�tc� ��c�t�.ic�c�r ��m�litied mu�ie at t�ae ['rc�jr:�;a ��t'tvr ��:i)�i�n�. r�� Suncl�y thrtxu�}� 'I`hur��.��, c�r ��ft�r 1?:�}�1 r��i�r�i��t c>� 3�'riclt�y �:r��i ti=�t=.�r�i�y. {>.2 {}l*1i�tzit>ns czi't.hc Cit�`. (i.?.1 t ��° t 'itk� �E:��1 ��€�na�tiv prcac�.ss u;itc: �nc� et�nsfrutti�an �lan .��3ic�tic�r�� #iir• tl�i� �'res��rt�° th��t r€r� �c��5i�;tc:nt �4iti� ti�x� Cr��r{y��c'.r��:i�v� i'1<�» �nc� the C'c�nc��t :'�z�n :t€�s� tt�G�t rta��.t t�� *�c�u:r�rnent� c��`the t;ode. ��.?."? t`�?c�r-� :�c��sti��r� eaf tl�i�; ri�rc:c:�ttt�t, E��i: �'�'��j��;t ,}��sll r�c��:ive; �3(.i units :f��st t:��: I �c>°�� :n4t,� ;�e,�r�.e :�� ic�f;r�c��i ia� .�3errc•lr I�t� 1)esi�rr `��.;�;' I �t)� "t, 4'ir��i�: 1�:i�ili�i�;:� tc� :�c,r��- �).��:Et� �t�-��.r�t. �I�� ft�11c3��itt�; �iuE�li� iaciiitaL�� ;�rr� �r��:r�t;}' ��P�iC�t�i�: �c� tt�i� �'e��r�t�.� 1i'cstrr ttt� :�c�tzr��.u; ir�ci:s:��e�3 �cic�r��. i��:� �:l.x�sri�i.t c�i�t�� !'r��-€�- �.g=�19 �e �:;�vern�:ci t��= tftc: c;�mcurrency ord°srtance pravisic�ns t=p��,�.�;��1� ai Ehe tin�e r�l'�i�:��:ic�p��,nt an�?rL�� C t;��icss ��t}ic�r�+�iae prt�s��ic�e�# �v la��. ��'it}i res�ect ta transpc�rt�tion a�ci other pu�ilic inf'rastriicture acld sen�ices subjeci to concurrenc�� r�yuirement5, fhe City of Clearv4��ter finds ihat all app�icable concunency pr��isians ta�� the, proposed de�•el�pz��en� have b��n anet, 7.1 Patable water is currenily avail�ble #'ram the Citv c�t�Ciearr�=ater. The llevelaper sha[( be resp�n�ible Yor a�i ileeessary rnain �xtensions and applicable �ct�n.nection fees. 7_2 �e��r sen�ice is currentlyF av�ilable i'rr�m ihe t:ic�� o1�C'learr�-ater. 'i'he D�velr�per shall be respt�nsible �'c�r alI ilec;ess�ry r�lain �at�nsi�ns �nd applic.able connzc;tio�t fees. 7_� Fire prc�tectiQn ��rvices shall �e pro��ic�ed t�y the Cit�• a!'Clea:'�.-ater. 7.� f�rain��e i:acilities fc�r the Y'rc�perty� r�•ill he pro�,rided by the lle�reloper at €h� Beveloper's sc�le e�:pense. 7,5 `I�rar�spo�iatic�n cc�ncunenev r�quiremet�ts l�a�re he�n met. 7.6 �11 in�prcave�nents assc�c:iatEd K�itl� the public faciliti�s idericified iz�Si�bsectirans 7, lthrc�u�h 7.4 shal! �ie canl�sieted prior to the iss�.rance of�an}� c�rtificate crl� decu�anc}��. 7.7 The I�evelc��,er is respc�nsibie for the pay�Fnent of'any requir�.d irnpact fee5. S�;C'I'IC�ti8.Re uired [yc�ca3 Gc�ti��rn�r�erzt �'er��nits. 'I�he required ga��er�lment deve}c�pa��Gr�t p�rrnits �ar �eti�elo�rne�t c�f�The Pro�er�� inelucje, «�ithc�ut limitation, t%� fall�wqing: 8.1 Si:te plan approval(s} ancP associ�i�d utility licer�ses, �ccess, a��d ri�;ht-ot- ��ay utilization perrnits; 8.2 �':onstruction plan approval(s); 8. � �3uildin� p�rcnit(s}; and 8.� Certi#icateis� ol accupancy. SECTI()N 9. Consistencv. "�'he Cit� fincls tl�at �evelc�pn�ent af the Pr��erty is cc��isistent with the. t�rms �f'this ��re�ment ant� is co�sistcnt ��Jit11 the �;itv �on��r�hensi4�� 1'lan a�aci �hc �`.c�de. SECT'I(3N l�. T�r:nir�ation..Irth�; I)t;ve(uper's ablibatipns set forth in this :��reez��ent are r7�t falIoc��d in a tin�elyr n�anner, as ��e�sc�nably' c�e.termi��d by thc City Mana�,�er, alt�r nc�tiee to t��e De��eIU��• ar�c� an c�p�c�rtunifi;�� to �e hearc�, exis€ing pen��its shali be administratic°ely s�rs��end�d and issuance of'ne«,= pem�its suspencied until the L�et,�elt�per lYas 1��Iiii�ec� its nhlig�tioi�s. F�iltrr� ta tin3ely fttlfill its nbli��atiu��s r�tay� �c.r�e as a basis for ter�ninaticsn �f this �,greeme��t byj the Cit}�, a1 the di�cr�tic�n �f t�e Cit}r an€i after nc�tice ta t:he I3eveio�ir and an c�}��rtunit}j fc�r th� Develc�per tt� �e heard. SE�'TION 1 1. �ther Ter2ns and Conditic�i�s. I 1. ] C�xc�pt in ih� ca�e �� terrr€inatie�n, t�ntil. rwenty' ('�Cl) ye�t�s aft�r t�� ciate e�f this Agreernent, th� Prc��ert�° shalI nc�t be s��bject to dawn-zonin�, unit density redu.ctian, c>r intensity reduction, uniess tl�� Citr� has held a pubIic l��rtn� and deierniin�c�: I.1.1.1 "1'hat subs�antial e�an��:s hat�e� occurred in p�rtin�nt canditiozts e�istin� at t�e tim� af �p�z•c��aE c�� tk�is A�reement; c�r I 1.1.? Thi� ��;r�en�ent i� bas�d on substantiaily inaccurate in�'Urinatic�n provzded by the I)e�r�eloper; or 1�.I .� Thai tl�� c;h�n�e i� ess�ntial to th� pu�Iichealth, safety, ar welfare. �EC'TIC)Iv` 12. Cc�m�liance w�th I._aw. Tl�e f�il.ure of this .�1�re�me►�t t€� adt3ress any particular �en�yit, cnnditiQn, term or restri�tion sl�all nc�t reliet�e the De�-eiaper frni�� th� neces�ity� of conlply.in� c�ith tl�e law <�o�-ernine such pern2ittin� rer��sirements, cc�ndiiions, terms ar restrictions. y 5��;�i'1(.�Iv I�. I�t�tices. ?`Jotice:s and ce�mr�lunicatit�ns r�ec�uired or desir�ci ta b�<�iv�n uncier this A�r�ern�nt shall be �iven ta the part:�es �y hand delivers�, by, nationaily recc��ni��d overni�ht couri�r service sucl� as f�ederal Ekpress, �rr b�- certired mail, return recei�t reqciw5ted, addressed as f�ilaw�rs {c��zies a.� pra��ided betc�w shal_l be r�c�c�ired fr�r �rc��er nc�tice tc� b� �ivcn): If� t� th� U�v�ic�per: �'l�ar��ater tir�nde Hoidin�s LLt 200Q1 Uralf nlvc�., St�ite #5 Inciiaz� Shc�rzs, PL �37�a 'S�rith Cc��y tc�: Nc�rthside En�;a��e�rinu Ser�•�ices, lnc iQ0 Scautl�. B�lcher Clearwaler. FI_ �3'76� tf ic� C'it}�: C;ity c�f Ctearwater, Cit�� Attorney ,��I"I'N: Pv�aela f�k7n 1 l ? ;Soutl� �sc�:ala Av�nue Clean�-atcr�, FL 3375( Prope��lyr addres,eci, post4��e �re�aici, no�ices <�r cc�z�t�m«nieatic}ns shall be de:z�ned deli��ed �nci rec�,i�;�cd �s�� tlae day c�f hat�d r�eli�er;��, tl�e neYt f�iisines5 �iay after dep�sit ��ith ar� uverni�:,�ht c.c�urier s�:r��ie� for ne:�t �ia}�° de[iw�ery�, ar c�i� tlle �rd c��y fc�1lc��x-in� cie�c�s�t in tl�e L�nited States n�ail. certzfiec� mail, r�turn rec:�.ipt rec�ue4ttd. 'I�hh� parties ma}; �han�;e the address�s set for�h ab4��e (incli�dina t�� additic�n o�a mc�rtb<�cr�e to rece�ve: copies c�f'aIl n�tice5),hy� natice in acc�rdance ��rit� this Sectrc�n. SEC`TICJN t �. ,4ss:�nn��nts. 1 �.1 By the :Lie��elo�ser: 1=�.1.l 1'riar to t�e �`c�n?m��cen�ent I)�te, the C3evelo��.r may se13, cc�nvey, assi�� c�r otheru�ise dispase oFan}� or aIl af its ri�}Yt, title. interest ar�d c�biigations in and to the �'roject, c�r any part �f��reof. oniy� �;�ith the �rie,r �vritten noti�e to the; C'it�T, prc�t�idc.c� ihat srtch parir� (h�r�in�fie.r refen�ed t� as the " assi�nec"j. to tlze extent vf the saie, conve�rance, assit�n�n�tit or oth�r dis.pasit�on �y the Uev�.lc,}�er tc� the assi��ee, �ha11 t�c� k�nund �y th� t�:rr�s af this A.greement tl�e same �s the 1.)eve�c�per fc�r such par� of�the F'raj�ct as is subject to such sal�, cc�nrrey��ce, assa��zr►eaat or c�ther di�}�c�sitic�n. 1�.1? If the assi�nee of�tlie 13er�•el�per's right, iitle, interest and obli�ations .in and to the Prc�j�xct, c�r any� �art therec�f assumes alI of tl�e Develc�per's obligatioi�s t�ereundur for the Prn,�ect, ar that pari subjeci tc� such sale, ec�n�r�:y�aF�ce, as�i�;r��yent or �ther dispos�t�an, then the i��vefoper s�iall be r�leaseci fro�n al3 such abli�a�ians hereunder wl-�ich ha��e be�n so assumed hy [li� assi�nee, and tt�e Cit� abrees ta cxecutc. ar� instruzn�nt e��idencin� �uch relea�s�, �vhicl� shali be in re;cvrdable ti?rm. }=�. t.3 An assign�nent of the Yrc�jeet. �r �ny part tl��rec�i�; by Che pe�felo}�er to a��y c�arparatic�n. iin�ited �a��nership, fiti�ited lia�iiiity cc�mpany> �eneraI partnershi�, or joint v�nt�are, in �rhich t�ie De�eloper (or an entity under carnmaF� contrc�l v��i�h D��<.lo�er) has eith�r the eantrolling it�ter�st c�r thraugh a joint venture ar c�ther arra.n�et�nent shares et�ua! tnana�ei��ent ri�hts and maintains such c:ontr�I�zng int�re�t ar equal rnana,�enaent rights shall nc�t b� deez7�ed an assi��a�ez�tor transfer subjcct tc� any restrictian c��l or �p�re�vals af assi�nnleitts c�r tra�s#ers impaseci b;�� this �.�reei�zent, prc��ided, ha��ever, that nc�tice of'such assi�nra�ei�t sl�all b� �,i��en bv the L�e��elc��et• tc� the C,�it}� not less t.han tl�irtY (:>(l} dav;; prior tc� s��ch a5sz�nment hein� effectit�•e ancl th� assi��ee shall be bc�und b�, d�e t�rrns t�f this A�reemecit to th� s�s��e extent �s j�•c�uld thi I.��t�eic��r in tl�� al�senc� of :;uch assi,�nm�nt. l=�.1.� '��r� a�signe�, �urr;l�a.se�; s�bles5ee or a.�c�uirzr c�f� ali or art�� p�rf �f t��: ��v�:lc�per"s ri�;ht. and obligations 4vit1� re5pect to any� �ne I'arceI shali i.�� an}��a�;` �e obli�ated �r res�o�isible for a�1}� af t11� T�e��eloper's c�6ti�atia��s ��ith res�ect to �}� ot}�er Pa�-ce1 by virtue �f this �1�reern�n�t unless and untii 5uch assi��r�ee, pucc}�aser, su�siessee c�r ac��izr� has ex}�ressi}� assumecf the Develcspe;r's such c7thcr obligat�c�n�. I�.l _5lvotc��ith�tandinb an�� oih�r pravisic�r� of�this par��rapl�, the sa.1e ��' ir�c�i��idua] lnter��al C1v�tn�rship Units it� the ordinarsr cours� of E�usiness shall nc�t be s�i�sje�t t� the rec�uixements c�f this �ara�raph. 142 Successars anci Assii7ns. The €errns herein tot�tained shall �iind and irture to th� beneiit af the C.ity, and its succ�.ssc�rs and �ssi�ns, ar�d tl�e Deveta�er and, as ��1ic�blc; tc� �he part.ies con�pri4zn� T)ev�lnper, their persc�nal represer�tatives, tc�t5t�es, heirs, succ�ssars and as�i�r�s, except as inay otherwise �e sp�cifically prc�vided l�crein. S�.CTION 1�s. ?1f'Iinor i�1c�n-Cc�rra�lian�:e. Tl�e i�e�rel�per uril l nc�t h� d�:erneri tn hati�e failed tc� co�x�ply v�°ith fhe terms oft�is A�re�ment in th�� e��ent su�h ne�ncom�liar�ce, in the j ud��zent af tl�e C'i�;• lvfana�tr, reast►nabiy' �xercised, is of a inin�r or it�cc7�lse��cntia� natc�re. SLC:TIC�:�� I 6. C��z�ant of C"oaperatioza. "1`he �arti�s shall cocaperate wit�� and c3�a1 with e.�ch ci#I�cr in �ac�cl faitl� anci a��ist eacli ot}�er in �i�e ��.rfnr��a�ce �fthe �r�ttisic�n4 c�t th�$ A�;reement and in achi�ving thc completian af developmei�t c�tthe Propert�r. . SECT��N l 3. Ap�rc��jr�ls. �Thenever an ap�rc�val or co�xsent is reqi�ircd uncier c�r contemplated by this t�greirnent such �ppro�al Qr c�n.SCnt 5haI1 not be unreasonabl}� w°ithheid, dela�red ar cc��cirtic�ried. All suc� ap�rc��als and cc}r�sents shall be xe:��zested and �r�nt�d in wz-iti��;. 5��:�l�iUI� 1 H. C;ompl�tion c�f'A�re�ment. Upan th�: completion of'perforn�anc�. of thi5 .��ree:rr�ent c�r its rerTac�tion c�r terminatic�n, a stat�ment evici�ne.ita�; such cc�nlpletic�n, r�..vocation c�r terminatic�n sl�all k�� si�n�d b�� the �a�ties hereto and recr�rded irz the c�t��cial re�cc�rds caf the i:;itti��. S��'�i"IC3?�1 19. Ent�re A�re�n-�ent. Tl�is A�reen�ent (includin�; any and all �xhik�its atlached hereta a�l c��`�vhicl� are a part c�fthis Agreement fo the same �xt�nt as if such Exhitaits ��ere set for[h in fuli in the t�ody c�f thzs A�re�ment}, cc�nstitutes the e��tare a�reen.�e�1t Uet��vicer� the parties h�retc� pez-tazni�Z� ta the s��bj�:ct ina�ter herec�t. SEC:'T1C)N i(}. Construction "T'he tiiies, captions and secti�n nuznbers in this A�r�e�nent are in�erted far ct�nvenient ref�rence onl}� and do nat: de�ne c�r (irnit tl�z� sco�e: ar int�nt anc� sl�c�ulcl not be usec� in the int�rprc.tatic�tz of ar��' section, suC�sect�on or provisi�n �f thas A�r�enaent. Whenev�:r the c�nte�.t rec�uire.s or p�rmits, tlie sin�ular shall include tl7e p�uxal, and pl�ral shall inc:lude tl�e sin�ular and �nz' r�fer�nee ii� this A�r�ement tc� the I��:��elc��aer includes t�e lleveic��er's successors or a�si�;ns. "[��tis A��•eerr��n� ��;�s the �rc�duction �3f ��:�otiations k��t�ve�i� represeg�tatives fc�r il�►e C"ity �1�d tt7e Deti-eia�pc:r- ar�c� the lan��abe c�f tl�e A�reem�i-�t she�uld be �;i��en its plai�t �nci orciir�ar�; rneaniF�:; and should nc>t bL strietly� cc7nstruec� a�ainst any� party her�;to based u�on dr��tYsnia�lship. If any term c�r �rc�vision of this ,A�;reen�ent is s�tsc4ptib.le to �naa�e tl�an one interpretation, L��e or n�c�r�. of wl�ich render i# ��al1d ar�d e�afc�rcLa�l�, a��d o�1� �r n�are o� ��l�icl� �vc�ul� rex�der it in��alid ur c�nenf�rcea�le, such teri�� c�r �roz=isi�� sh�ll �� cc�tistru�:d in a�nanner that ti�c�uld r�nd�r it ��alid and �ntarcea�{e. SI:CTiC)N 2]. Partial Invalidiiv. If any� term nr prc�visian ot� tlzis A�;reernent or the applicatiori thereaf tc� any persan or ci.rcumstdnce is declarec� invalid or unenforceahle, the rernai�ider ofthis A�rt:ernent, includin� a��y valid portion af the invalid term c�r pro��ision at�d t�e applicatinn of such invalid term or prot�isic�n ta circ�imstanc�;s other than prc�vision and the application ofsuch invalid ter� or pro�isinn tn circumstances c�ther than thase as to which it is hzlc� invalici �r unent��rc;eable, shall z�at b�. affected th�r�by �u�d shaii w�tl� the rc��aincier of t�►is :'�g,reen�ent continue uninadifitd and in full fc�rce and eftec�. �ot��ifhs�andin� tlle fc�re�;oin�;, if such respon5ibiiities c3f any pac-ty h4reta :�re the.rc;by limited, to the extent that the pur�ose �f�this A�reer�e�lt c�r the benefi�ts sa�a�h� tc� be receivcd h�reander are frustrated, such parzy shall have the ri�;ht tn ten�ninate this .�greernent upon ffteei� {1 �} d��s �riCten notice to the c�tlaer pa��ties. S�;CTION 22. CacCe Am�nd��enis. S��sequently� adop€ed ordinances ��nd cc�cies c�f th� City ��hich is c�f general applieatior� not �t�vet-nin� the devel�pment c�f �and shall t�e ap�lieable zo the Pr�perty, and suc31 mc�c�ifcations are. specific�lly anticipated ii1 this .A�reeinent. �ECTYC��I 23. Gn�rernin,�. Law. 7"his 4�z�eement shatl be �avern�ci k�y, and c<u�strueci in accc�rd�znce uith the laws �fthe State of Florida witl�aut r�:gard to tl��; canflict af laus princip(es c�f such s�ate. SECTI(7N 2�. Counterparts, T�lis A�reernent rnay� be ex�cuted in counterparts, all �f ��hiel� to�ether sl�all continue ane and ihe same instrum�nis. SFC'I�IC.��J 2�. Amendtnent. 7'his A�r�ement may be �mendcd by mutttal written consent af th� Ci�yr snd the Deti�elc�per so 1a13� as tl�e �rnendn��nt meets the requirernents �t'the Act, applicab�le C'ity�ordinances, and Florid.a law�. [ren�ainder c�f t�tis �age is bl�nk----si�mature page fc�llc�w�s] !ti �'I`C`NESS �'(-1�:REOf=, C)eveloper i�as caus�cl tE�is D�claratiu�� t� be exccuteci tEais _�:r day of' �. � �f71;. in t}re Pre:cence r�F� " , f *-e:«�. _ ...' ... - � .... . .......... ��, Gll n�3itli, � �� .__.�...� ,, �� , . � � � s �� • k �� k4., � .,., _ . c� 1 � - .F.... f.. ` ili�l�j�T�iiil�f:. dki�ii:'� � �1 �3 ,., _....._.: _.�:a.ca .x'.„x_. ,..__.... '.�c til '�� V€'�O(1P� sar��atc;r Grand E-Ic�ldin<*s LLC�"`°'�-----.�. ., ..... . � ' .... ._:.. -�_""'�,w ' ��-.�' -`�� - ,.:... --_.... _... C� �,e" .:�, «" . . ��-. [3} . ..-..,""` � . . .. ....... . ...... .. . .............. . .... STtpF�en Pa4.;e, 3s Maria�erl;'vterizber CITY QF CLEARWA?ER FLORIDA � �y� ��..`°. ;.�..�.�. �"" k ��_� �� .�x,.� .. ('rini �Vanae; 1�� ill�am E3. #iorn� I!, Citti� Mana�e�r i>rint N.�€ne� fi5 f0 "�It1`'� S`I'A"FI�.: UF I�'C�ORII�A ('Ol��`C'�' t,)(- i�i7�'I:L.t.AS Attest. . �f . . `r• " V� � i fZoseinarie Call, City C`ierk Countersi yned: � ��.�� (:�ears;e N. Cretei;�s, A�layor Apprc�vett as to Forrn: i• �� ,;. , ,«� . � '`�,� � � `, ,. __.�.— ' 4 �WP.,."�__ Lcsisc �:. C�ou�a'�i-•�icies �ssistant C'it}� A[t��aey xxF =� �� '°� �. � �� .'+ r, 7'h� foregc�ing instr�metat �i�as acknow�led<��ed befare n�e the �`� � d�;� of � ..� F , � �'a,. ., : , . , _.v.». _ r , ` ersongll�- known to me or has [] prodE�c aci < . _. �.�+;�< �"r,,, r Jt�tEi G� K�R4tE� ic�ent cati�n. ; ��_..�atsry"i+riii6� � �iaRa oC flatda �" ': A+ly CqillPri. E�[}ii0� Jla� +`�9, �tj 1 t..°� �-�` Gqmsr�F�tktn i E6 1 T6�5 .. �,.. � ��tltifO4Y�� p��y�.�� jy,�.� . _..:�... P .� ` � 1 S s_ F�'� " � 9ud W6Y ��j � �' �1NOF� � �. _ ... .__ " __._.._ v _ . .. �( .... ?�oia� PubliC , , ° y-:._ Print Narne _ : = r � � '� '.. — '� , . , . ,,, ,_:! ,E , y Uti' Comn�issinn E�pires� , .; , . , .. 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PA4VIDE BAHAJM SHt1T7EfF5 . A. EXISiING RC1CSi "tC1 itEMiii!?� flflSiiNG A4MtEiNGTOBF ilPadTEU i{y TRI-CIX,4M. S, EXtSTiPK, Cea}C]pY T4 SE RfAtUi+ED ANb REPI.AC£� WITH H�urte�nw rrnrF��ur, wa�.x T�1 HAtdF'7tft1 tt�k. 6. E9FKilP1G A.�£FI�I_ #fY'1x 6AI�FT�D i0 N�Y! COl4A. ��.�.iK L +.�: '^!D: '�} :� �e;�wtw vnfu,u.�s: t�pOERNE WHtf� SW5S68 ... �H°.R'xi+:.Fa 's�??? .i91,ka:. ,.4.�uzi �' � �v��,::F'i s�r`�b:sf�rC ... C. 5H�RH*[q WtI,lIAMS: �.UAtCiAR $cIGE 51Y6093 �. BERRiL'�GE Mc"7at ROfJF ; COl�I3R: T�AL GREEFI � �"` "'�aant�esteban ��,� AssaciaCes �� , > � � o„ ;��r ,�1 �.fl� r �X�Ii�11 `�C" COVENANT REGARLIING HL33RRICANE EVACUATION Aind DEVEL{?PMENT, USE AND t�PERATIQN DECLARATi+0�1 OF CQVENANTS AND RES"I'f�1G"t"1€3NS THIS DECLARATION OF CUVENANTS AND RESTRICTiONS ("Declaratian") is made es of the `` ` day of ;. , 2U13, by Clearwater Grande Hvidings, LLC ("D�veloper"). Developer is thc owner of fce simple title to the real pra�rty desctibed in Schedule 1 att,ache,d heretm and made a psri hereof (hereinafler, the {"Real �roperry"). The City of C�earwster, Florida (the '�Cit},"j, has aEner�ded iis Compreh�nsive Plan to designate GleatwaEsr Bcaah as a Community Re�ievelt�pment District ptu�suant to the Pineilas County P`lanning Cous�cil Rules in arder to implement the pmvisions of "Beach by Design,`" a p}an far the revitaiization of Ciearwater Beach. Ti�e designation vf Clearwater Reach as Cnmrnunity Redeve}opment District �the "designation") p�ovides far thc allocativn �af Hr�tel Density Resecve Units as an 'cneentiuc for the developm�nt of mid-sized �ua]ity hatels. Pursu�a�t to the Designation, the aliocation of Hvtcl Density Reserve Units is subject to campliance with a series of perfarrnance standards, includin� � requireme�t that �csorts containin� a hotel develope�i with Hatel Density Reserve ilnits sha!! be closed and al! C3uests evacuated irom such resor�s as soon as practicable afler the hlational �-I�cane Center posts a h��rricc�nne watch that includes Clear�vater Beach. �'he purposc of such evacuatic�n is to ensure that such a Resort Hatel is evacuateci in ad�ance oi the pereod of time when a heuricane evacuation would l� expected in advance af the apprc�ach of h�ricane Force winds. 'I�e City has granteri, by the City Council �esolt�tian , passed ar�d apptoved on , 2013, Develo�er's applie�ation for Hotel Density Reserve Units pursuant �o the Designatian, subject to Deveioper's cornpliance with the requir�ments af the 17esignation. Developer desires fc�r itsctf, 81'EC� ttS S4iCC@SSdi'S 2ItCT BSSigI1S, as owner, to operation of the Real Pro}�rty in accordanec with the terms and conditic�ns of the aliacatio� ofthe Hotei I7ensity Res�rve FJnits io the City and tl� Designation, which rights, duties, obli�ativns and responsibi�ities shall be binding on any and all suecessors and assigns and will nin with the titie to ihe Reai Property. THEItEFORE, in considerakean ot'tE�e �ovenants and restrictians herein set forth as�c� trt� be observed and perfvrmed, and in fiu-ti�er corrsiderat�on nf the allacatinn af Hote� Density Reserve Units io Developer, and other gocxi and valuabte eonsideration, the su�ciency of which is hereby a��knowlerlged, DevelQper t�e�by declazes, covenants and agrees as foilows. l. Ber�efit and �nforcement. Th�es� covenants and resErictions are made f€�r ttae bene�tt flf D�veioper and its suceessors a�d assi�ns and shali be enforc�ab3e by lhem ., y and also for the benefit aithe residents af the City and sha#1 be enforceable on be�aliof said resicients by the City Coancit of the City.. 2. Cavenar�t af D�velopat�enk Use and Ou�ratian. F3evelo�er hereby coven�ants and agrees to the develapment, use and operaiion of the �eal Properiy in aceQrdance wi� the provisions ofth�s Declaration. 2.l U�g. The use vf lhe resart an the Real Property is resirieted as follows: 2.1.1 A min�mum af ninery (9U) units, which is the number of hotel ut�its aliocated to Developer, shali be used solely for transient occupancy of o� rnanth or thirty {3U} eonsecutive days or less, n�ust +be licensed as a pubtic Iodgin� establishment as�d olrissified as a hotel, and must be operated by a single licensed operator of the hotel. No svch hotet unit shati be used as a primary or �ermanent residence. 2.1.2 AI I other 81 units sha11 be li�ens�d as a public lodging establishment. Na urtit shal! be used as a primary or per�r�anent res�dence. 2.1.3 As useti hercin, the terms "#ransient occupancy," "public iadging estabtishrnent,,' "hotel," and "operator" shali have the meaning given to such ter�ns in Chapter 5(}9, Part I, Florida Statutcs {2004)- 2.2 Closure of lnn�rckvernents and Evacuation, T�e �ew Hotel develaped on the Rea! Prop�e�ty shal! be closed ss soon as ptacticabie upcm t�e issuance of a hurricane wat�h by the tVationaI Hur�icane Center, which hurricane wat�h inci�s Clearwater Beach, and all HoteI guests, visitors and ernplQyees ather than ern:ergencq and security perscjnnei rec�uired �o protect the resart, shalt be evacua.t�d fram thc Hfatel as saon as pcacticabie foilowing tlte issuanee af saic� hw�ricane watch. In rt}ie eveni that the Nationa! Hurricane Ce�tsr s�ia�l modxfy ihe, terminaiogy employed ta warn of the approach of hurricane farce winds, the closar� and evacuation provisions of this Declaration shalt be gavemed by the icvet o1f warnieg emglayed by thc National Hurricau�e CenlCr which precedes the issuance of a fo:ecast of probable and fa�i in s�rder ta ensure thac tlxe gcnests, visitr�rs, and ernployees witl be evacuated in adwance af the iss�ance of a forecast af prabab�c and falt. 3 Ei%ccive Date. This Declaration shali become effecteve upon iss�ance af all building permits required to I�uild the pmject ("project") and Develaper's cc�mmencement oF construct�on of the Project, as evidence �y a�Jotice ot' Ca�mmencement for the Prc3ject. This Declar��tion shali expire and terminate aulamatieaity if and when the a�tocation c�f Reserve Units to the Developea� expires oa� �s tsrrninated. �,, v 4 Uavertu�qe Law. This Declaration shall be construed in accordauce with a�sd gnv�med by the laws of the State of Florida. 5 Recordin�. Th�s Uec�aration shalJ bc re�rded in the chain oi title of the Res� Praperty wiih the Clerk of the C�urts af Pinellas Co�ty, Floric�a. 6 Attarnevs` Fees. Develoger shatl reimbuu�rsse the �Ciry fo�r any expenses, inc}uding reasnnable attorneys' fees, which are inecu7e�d by the �City in the event tt�at !he City �etermines thaE it is necessary and appropriate to seek juclicial enfarcernent of this Deciaration and thc City obtains relicf, whetE�r by agreemer�t af the pacties vr t�rough order of a ca�rt of competent jurfsdicti�n. 7 Severabi�itv. ]f �y prouision, or part thereof, of this Dectaration or t�e application ofthis Declarat�on to any persnn ar circumstance will be or is dectazed to any extent to be invalid or unenforceable, the remainder of this L�eclaration, or the application of such pr�rvision ar poriion thereof to any �rst�n or circumstanee, shalt �ot be affected thereby, and eaeh and every olher p�vision of this Declaration sttall be va�id and e�forceable to the fitilest extent perrr�itted by law. �Remainder of this page is blank--signature page followsj � v iIv Vti!li�i�3Fi5S WHEREOF, Ue�ciop�€ has causz�d this Declaratias� tU be execute�i this � day of _..!�.! ��.�_. ______...___-__� ?O t 3, fa the �'rese�nce oC: /n� �� rf �' � .._. ,. r� �� ., � ,. _ . � ^''�.1"r I'rin �� m�,- :'',�r�.��fc�...._1"��FL'I _.___... ' �. ��ft��.�- �CL'��- . __, _ _____.._._ Pr��t�t'�,ame _��"-�'LL_.�.! �.t._._.. As io ' .L1c:vei�prr' �f�:an:°ater C;r��ul Noldin�s. LLC ls'} _�--' --_,—"+.,,�� —�~.--`_— .....,. __ .. .._ -""'..�„�_...._ ,... Slzphc�n i?a��,, .is ;��9 i►,a��.r.`?�4cn�bur Cl"i`Y nF t:i.�:,ARWATER, fl.,tJKInA I3�.� .",_.� . —. __. �....�_. _.....___. � � �`�-,�. � c � ,�,�.-� �a�,�� a •, �'.,. _...JS.. � r�. I'rint Name. 1�'� iiaaiY 13. Elorne li, _.__�......_....�_ City Manac.:et k'ri[tt .�v'�tme: .As t� "City" s�rn�rr: €�r rt.caR�� t� ��r�` c;>E� t�s�;F.t.t��s .Att�st: '-... _ � �i:. a �'_. # �:� �.. €�e�>z�.i� �ric: C s�li, City C!� rk _ •�`'"�'^��'a�„ QF t�,ci' ��` ��, F� ��, � �, �"° � � ,.�._..�.�. � x�.� ��. Councersi�ned: � �� _ __ _.�...__.._.._.___�_. _ _.�_.__ _.. ... _ ..... f �eor�,e �I. f.'rt�tri�nc, Ma}�nr flp�rcyved :f5 !il I�<)!'[Ilt: ;, f '�-� A,, t, " ,, ��' - �� .�' �.� ��,� �.. ��gi€-��a� - � --� ,'t4sist��t ('it� :�t�cyrr�.'y✓ r � +r°%1 _ � ,3 t h, �c� c�,c�srsz, snsuumcnt �+�as s�r��c�,, f� ai� cii l;cE�krc. �nz t!a< '��/''4 ay of_ �� ...f �. ��+-��' J _'i# € �� a�. "�-* �'�.�'�... . -.�' °x.�1-$�. �5 ( � �'ia r::r+�,tlt.`ti-&�i;:1473 r�z � � �� _t,.F. Et��. � l PTO��,. �_;� _�._.., { as icientific<ftion. �„',',>, JANEF t. KRI�LGE1� � : �- ��t�ry PueE�c - 5t�ta ar i�i�,r�� ' ` �y Ca:rim �rplr�x Jura 2y, �01d �� z` "x��F�,�� G€�C1rt�sai�n i E� 178�5 �. r s. �il#Sf� 1�it��. i#$$I�1L` M6i�"'�' t�3ffip. � /% , .�� ,� :�,. ,_._. ,� �,.. � �,cti sf4 iUb�t(, � / 1'rint tiam� t' '-t�,..L� ,f � .h� G% -._:y �,�- .._. _ . .. .----- - ..� .._ ._. J 4• �+i}r COiJ1ii11S51U71 EXjSifC'S: STATE OF FiAR1DA �0111�ITY 4�' PFtJELi.AS The fnrcgnsng instrum�i was acl�nawiedged bef�re me tl�e ;`�' day of �° 2�i3q I�y ._ ;�3 , . � , � w:� � - .=3_ He is [ �"personatiy known ta me or t�as [ I Wzsduce�[ : as ideniifisation. q�g�,�f�q �'»?NJ�tA HARRlG�R � : t`10TA�FtY PUBLIG a� � STATE 0�= ��ORiDA ,; . r%amn3# EE142235 4o`�'�eE t �� E�pire� 1/4/2016 : ; � , � _ �, � ��.- Notary Pub}ic „.. , ' .,_, Pti�t Na�nc� �� ' u �.� � My Cominission Expires:� � � � �_ �� . f �. a•,. „. _.. ,t P� DuBOV, CFA, c� Pinellas County Property Appraiser www.pepao.or� pam@pcpao.or� Run Date: 31 Jan 2014 Subject Parcel: 17-29-15-05004-003-0080 Radius: 200 feet Parcel Count: 96 Note: Parcels with protected address status are not included in this report. Total pages: 5 Public information is furnished by the Property Appraiser's Office and must be accepted by the recipient with the understanding that the information received was developed and collected for the purpose of developing a Property Value Roll per Florida Statute. The Pinellas County Property Appraiser's Office makes no warranties, expressed or implied, concerning the accuracy, completeness, reliability or suitability of this information for any other particular use. The Pinellas County Property Appraiser's Office assumes no liability whatsoever associated with the use or misuse of such information. � MAIN BRANCH- Covx�ousE 315 CouR St. — 2°d Floor Cleazwater, FL 33756 MAIL: PO Box 1957 Cleazwater, FL. 33757 TEL: (727) 464-3207 FAX: (727) 464-3448 H�r+xitac lt�trn[xEn: (727) 464-3370 EXEMF[70NS: T'EL: (727) 464-3294 FAX: (727) 464-3408 COMMERCIAI, APPRAISALS: TEL: (727) 464-3284 RESIDENTIAL APPRAISALS: 1'EL: (727) 464-3643 (C[� ❑ NORTI-I COiJNTY 29269 US Highway 19 N Clearwater, FL 33761 TEL: (727) 464-8780 FAX: (727) 464-8794 ❑ -rYROrrE �sou-r� 1800 66� St. N St. Petersburg, FL 33710 TEL: (727) 582-7652 FAX: (727) 582-7610 ❑ �-couNrY COSTOMER SERVICE CENTER — WALK-IN 13025 Starkey Rd., Largo (Tax Collector) TANGiBLE PERSONAL PROPERTY TPP 1'EL: (727) 464-8484 TPP FAX: (727) 464-8488 MA[L: PO Box 1957 — Clearwater, FL 33757 SHEPHARD FAMILY TRUST SHEPHARD FAMILY TRUST ANASTASOPOULOS, ELIAS SHEPHARD, WILLIAM M TRE SHEPHARD, WILLIAM M TRE POLITIS, GREGORY C 619 S GULFVIEW BLVD 619 S GULFVIEW BLVD C/O WALGREEN CO REAL ESTATE PROPEF CLEARWATER FL 33767-2643 CLEARWATER FL 33767-2643 TAX PO BOX 1159 DEERFIELD IL 60015-6002 CAPELUTO FAMILY PTNSHP CAPELUTO, NACE L. C/O FOX & FOX, P.A. 2515 COUNTRYSIDE BLVD STE G CLEARWATER FL 33763-1603 CLEARWATER GRANDE DEV LLC 20001 GULF BLVD STE 5 INDIAN SHORES FL 33785-2417 FL INT IMP FUND TRE C/O SHEPHARD, WILLIAM TRE 619 S GULFVtEW BLVD CLEARWATER FL 33767-2643 RUSSO, KAREN B RUSSO, ANTHONY J 4190 E MOORESDOCK RD PORT CLINTON OH 43452-9709 BENDERLY, ZIVA N CREDIT SHELTER TRUST BENDERLY, ZVI TRE 875 WEST END AVE # 11-B NEW YORK NY 10025-4953. TRUST NO 7675-402 LAND TRUST SERVICES CORP TRE PO BOX 186 LAKE WALES FL 33859-0186 CLOW, CUSICK JOHNSON, MARQUERITE 675 GULFVIEW BLVD # 905 CLEARWATER FL 33767-2678 MICHAEL, FAMILY LLC 7041 BRIDGETOWN RD CINCINNATI OH 45248-2005 LENART, TED TRE LENART, MARIA TRE LENART FAMILY TRUST 625 S GULFVIEW BLVD CLEARWATER FL 33767-2643 ANASTASOPOULOS,ELIAS ANASTASOPOULOS,ANASTASIOS 1600 GULF BLVD PH-1 CLEARWATER FL 33767-2973 CAPELUTO FAMILY PTNSHP CAPELUTO, NACE L C/O ROLLAND FOX 2515 COUNTRYSIDE BLVD STE G CLEARWATER FL 33763-1603 GARBIS, ANTHONY GARBIS, ANTOINETTE 204 S VINE ST HINSDALE IL 60521-4042 NASSIF, JANET L 675 S GULFVIEW BLVD APT 1005 CLEARWATER FL 33767-2645 CHAMBERS,ANN M 15 GRAY BIRCH TRL MADISON WI 53717-1505 SPAGNOLA,JOHN SPAGNOLA,ROSALYN C 675 S GULFVIEW BLVD APT 204 CLEARWATER FL 33767-2646 ROOTH, CRAIG J 675 S GULFVIEW BLVD APT 1201 CLEARWATER FL 33767-2679 ANASTASOPOULOS, ELIAS ANASTASOPOULOS,HELEN 1600 GULF BLVD # PHNO 1 CLEARWATER FL 33767-2973 CENTER FAMILY LTD C/O AMERADA HESS CORP PROP TAX DEPT-09439 ONE HESS PLAZA WOODBRIDGE NJ 07095-1229 BEACH OFFICE HOLDINGS I LLC 24641 US HIGHWAY 19 N CLEARWATER FL 33763-5007 AMOROSO, DANIEL F AMOROSO, EDWINA 196 DAM VIEW DR MEDIA PA 19063-1832 CHAPMAN, JEAN D 675 GULFVIEW BLVD UNIT 702 CLEARWATER FL 33767-2647 T T Z ENTERPRISES LLC 2000 E BROADWAY BLVD TUSCON AZ 85719-5973 KALLAS,LELA 4 BAY VIEW CIR SALEM MA 01970-2630 LEE, NADYNE S 908 WALLACE LEITCHFIELD KY 42754-1479 J L P MGMT CO I LLC OFSTEDAL, IRVIN J GOMEZ REAL PROPERTY TRUST 9316 SW 67TH DR 675 S GULFVIEW BLVD APT 403 1806 BREEZY TRL GAINESVILLE FL 32608-6386 CLEARWATER FL 33767-2657 VERONA WI 53593-7901 ROf, JANE S�'" PRICE FAMILY TRUST *'"*"" 675 S GULFVIEW BLVD APT 1001 PRICE, TIM E TRE "***""* CLEARWATER FL 33767-2678 781 69TH AVE S `**"*" ST PETERSBURG FL 33705-6247 *'*""* *; +�*""* POLEMENAKOS, SOTIROS POLEMENAKOS,THEOHARI 352 ATLANTIC AVE MARBLEHEAD MA 01945-2732 MAKRIS, COSTAS MAKRIS, STELLA 2110 DREW STREET CLEARWATER FL 33765-3231 BROWN, ELEANOR L MAHLMEISTER, UNDA S 1821 SAN GABRIEL ST LADY LAKE FL 32159-9443 BARBER, BARBARA N 675 S GULFVIEW BLVD APT 601 CLEARWATER FL 33767-2666 COBB, CHRISTOPHER BR COBB, MARTHA MAE 3210 HOEDT RD TAMPA FL 33618-1610 GRGURICH, KATICA EST C/O VIOLET VARDIJAN 660 MEADOWOOD DR LAKE FOREST IL 60045-1576 SCHAFFER, GEORGE A 675 S GULFVIEW BLVD APT 406 CLEARWATER FL 33767-2657 ROY, JOHN B ROY, JANE S 675 S GULFVIEW BLVD APT 1001 CLEARWATER FL 33767-2678 SELIMAJ, SANIE 170 E 77TH ST # 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FEBRUARY 03, 2014 HOTEL DENSITY AGREEMENT Santiesteban ;:: � Assoc�ates '� C F. 7 i E 7 S 5 �a T 4??•F '� mx .! � �t ari,.i:n::• ,.,.,.s.. z,�.c.-, A10.01 V ` � � � 0 —:c v OVERALL HEIGHT OF STEVE PAGE - PAGE COMPANIES '" BOB LYONS - COASTAL CONSTRUCTION o 0 NORTH ELEVATION SCALE: 3/32" = 1'-0" ° o 635 Gulfview Blvd. Clearwater Beach, FL 1 GENERALNOTES � OA GARAGE IS AN OPEN GARAGE WITH 20% OPEN � � O10'-1" MINIMUM SPEAR4TION FROM IXISTING ; BUILDINGS TO PROPOSED BUILDING STRUCTUR . E( KEY NOTES: . 1 .. \ lO PAINTED STUCCO NP. � . ' � �. O PAINTED AIUMINUM FRAMES WITH TRIM - NO .� �� GLAZING TYP. @ PpRKING GAR4GE, TRIM COLOR , O3 ALUMINUM TRELUS, TRIM COLOR.. � � � � � � � O4 STANDINGSEAMME'fALR00FTYP. � OS ALUhUNUM SHUTTER OVER OPENING iYP. � � TRIM COIOR. � O6 STUCCO HD FOAM TRIM BAND NP. �. ` O7 GLAZING TYP., MULLIONS TRIM�C6LOR.� - �� - O8 STUCCO FOAM DESIGN OR ARTWORK .O9 . ALUMINUM PICKET RAIL, TRIM COLOR _ � 1� TRI•COLORED CANOPY 11 DECOR4TIVE OHD FOR CONDITIONED TRASH RM � COVERED ENTRY WAY � - - � � - 1� IXISTING QUALITY INN � 7� IXISTING ECONO LODGE - . � . - 1� CURVED TOP AT END OF WALL 16 DECORATIVE BRACKET, TRIM COLOR. 1� DECORATIVE ME"fAL SCREEN, TRIM COLOR. .� . FEBRUARY 03, 2014 HOTEL DENSITY AGREEMENT Santiesteban � �ssociates ;:� r.�crire..rs., .,�5.�„_,x.. Tt-t�.�:;,f^,F �e: b12.2s?.•.ES�. rrx 813.1<3Ei:.^ rm+r.SV�XC.cx.. A20.01 GENERAL NOTES: OA GARAGE IS AN OPEN GARAGE WITH 2b% OPEN O10'-1" MINIMUM SPEARATION FROM EXISTING BUILDINGS TO PROPOSED BUILDING STRUCTURE KEY NOTES: lO PAINTED STUCCO NP. O PAINTED ALUMINUM FRAMES WITH TRIM - NO GLAZING TYP. @ PARKING GARAGE, TRIM COLOR O3 ALUMINUM TRELLIS, TRIM COLOR. ' . O4 STANDINGSEAMME'fALR00FTYP. . OS ALUMINUM SHUTTER OVER OPENING 7YP. . TRIM COLOR. O6 STUCCO HD FOAM TRIM BAND TYP. O7 GLAZING TYP., MULLIONS TRIM COLOR. O8 STUCCO FOAM DESIGN OR ARTWORK � O ALUMINUM PICKET RAIL, TRIM COLOR � � TRI•COLORED CANOPY - � i l DECORATIVE OHD FOR CONDITIONED TRASH RM 1� COVERED ENTRY WAY 1� IXISTING QUALITY INN 7 4 IXISTING ECONO LODGE . - �� CURVED TOP AT END OF WALL 76 DECORATIVEBRACKET,TRIMCOLOR. � - — --� STEVE PAGE - PAGE COMPANIES "' BOB LYONS - COASTAL CONSTRUCTION o 0 o- EAST ELEVATION SCALE: 3/32" = 1'-0" � o 635 Gulfview Blvd. Clearwater Beach, FL FEBRUARY 03, 2014 HOTEL DENSITY AGREEMENT Santiesteban �� Associates t.� fi R C^H�i T E;. T = a!s s..:c« .. Ta-e:. : a�uF ~ �� +�EI3._Se!:i:i1RcS13_:3Gi:C mv.v.5ra.:.2.rn V � �, -------------�-- a� . � � . ---------- �:.� �- ti �\ ...................................................... A�0 • O� TOP OF PARAPET ______ __ 13g'-' TOPOFROOFSLAB T.O. 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STEVE PAGE - PAGE COMPANIES `" BOB LYONS - COASTAL CONSTRUCTION � o '�� ❑ ❑'� I�� Q = II�IIIII�I�IIIII� I�II��IIIIII�IIIIIIIIII�I�II�II�II��I��III��I�I��IIIII�III �� Ililllllllllllll !IIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� '.� �� — �� II�III�I�I��I�� IIII��II��III�II�II��II�IIIIIII��I��I�III�II�� I�� I��I�� :� �� i�� •��•�� I�� ■■ �� i� �� _ _— �� I��i�� !IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllllllllllllllllllllll ' O � �� /� ` �� i �� \ � ` i Ii.i��Y.�.='\ ■■ ■■ ►�� '�"",_ ■■ �■ ■e ■■ ■■ ■■ ■■ ■■ ■■ III_1_IIIII'�Illllll�l��illl'I'lllllllllllilllll!!��!illlllll� ■■_ �! !■ SOUTH ELEVATION SCALE: 3/32" = 1'-0" � o 635 Gulfview Blvd. Clearwater Beach, FL 28'•11y' � 1 Z 16 GENERAL NOTES: OA GARAGE IS AN OPEN GARAGE WITH 20% OPEN O10'-1" MINIMUM SPEARATION FROM IXISTING BUILDINGS TO PROPOSED BUILDING STRUCTURE KEY NOTES: � � iO PAINTED STUCCO TYP. � O PAINTED ALUMINUM FRAMES WITH TRIM - NO � � GLAZING TYP. C� pARKING GARAGE, TRIM COLOR - � O ALUMINUM TRELLIS, TRIM COIOR. � O4 STANDING SEAM METAI ROOF TYP. . -. � OS ALUMINUM SHUTTER OVER OPENING TYP. � . . �, TRIMCOLOR. �,� � O6 STUCCO HD FOAM TRIM BAND TYP. _ � _ O7 GLAZING TYP., MULLIONS TRUA COLOR. ��; �� O8 STUCCO FOAM DESIGN OR ARTWORK � �^�,- � , O9 ALUMINUM PICKET RAIL, TRIM COLOR 1.... - t t� TRI-COLORED CANOPY � �,� 11 DECORATIVE OHD FOR CONDITIONED TRASH RM � _ � t� COVERED ENTRY WAY � � - 7� IXISTING QUALITY INN � 1� DCISTING ECONO LODGE - � - � � � � CURVED TOP AT END OF WALL 16 DECORATIVE BRACKET, TRIM COLOR. . �. . 1Q DECORATIVE METAL SCREEN, TRIM COLOR. �' F � � ��4� �� ,�.. �n 3.. �� J Y � � IIIIIe Illf�� ` ., � �� ;� i;,�� - �� . �, : ��i M�I�,�� ` : e r � �\II��If1�4� ' i �,.I �i� ... s \ � < � FEBRUARY 03, 2014 HOTEL DENSITY AGREEMENT Santiesteban �� Associates �� n�chiz�„rs.: �'S:.tcxr.' -r,r. T^c.�'.:t_+?.:f �t 'T�.:.8135`.`�Ei4rccSf31:-.iEl� rw+e.5re.ue.ttn.. A20. 03 STEVE PAGE - PAGE COMPANIES BOB LYONS - COASTAL CONSTRUCTION WEST ELEVATION SCALE: 3/32" = 1'-0" w � o o a 635 Gulfview Blvd. Clearwater Beach, FL GENERAL NOTES• OA GARAGE IS AN OPEN GARAGE WITH 20% OPEN O10'-1" MINIMUM SPEARATION FROM EXISTING BUILDINGSTO PROPOSED BUILDING STRUCTURE KEV NOTES: lO PAINTED STUCGO TYP. O PAINTED ALUMINUM FRAMES WITH TRIM - NO GL4ZING TYP. @ PARKING GARAGE, TRIM COLOR O3 ALUAUNUM TRELLIS, TRIM COLOR. O4 STANDING SEAM METAL ROOF TYP. OS ALUMINUM SHUTTER OVER OPENING TYP. TRIM COLOR. O6 STUCCO HD FOAM TRIM BAND TYP. O7 GLAZING TYP., MULl10N5 TRIM COLOR. OS STUCCO FOAM DESIGN OR ARTWORK O9 ALUMINUM PICKET RAIL, TRIM COLOR 1� TRI-COLORED CANOPY 11 DECORATNE OHD FOR CONDITIONED TRASH RM 1� COVERED ENTRY WAY � 1� DCISTING QUALITY INN 1� FXISTING ECONO LODGE � 1� CURVED TOP AT END OF WALL 1� DECORATIVE BRACKET, TRIM COLOR. 1� DECORATIVE METAL SCREEN, TRIM COLOR. FEBRUARY 03,-2014 HOTEL DENSITY AGREEMENT Santiesteban � Assoc�ates �� n�cx�T�crs= 5 .sv.• �, -� �_,: f �i� � „ x, • , s,; ,,,c;, A20. 04 � �'. .,,-' `..,��. � ` � : �r, '� � � N-W VIEW , �� N-E VIEW STEVE PAGE - PAGE COMPANIES g� BOB LYONS - COASTAL CONSTRUCTION w o MASSING STUDY S-E VIEW �� ' � � S-W V,�.. � o 635 Gulfview Blvd. Clearwater Beach, FL � FEBRUARY 03, 2014 HOTEL DENSITY AGREEMENT Santiesteban � Associates �,�■ . A.Q C k I T€ C. 7"a .. .�55..+s:,.w�.•.. T_-�e.-:.,.:_F ' rTn. ue 8131.1: 15;,�1 fix 8131�3 Ct!: ww...5a¢.A.c.pm � A20. 05 � � � � � � TRAFFIC IMPACT STUDY FOR HAMPTON INN S. GULFVIEW BOULEVARD CLEARWATER, FLORIDA PREPARED FOR: CLEARWATER GRANDE DEVELOPMENT, LLC PREPARED BY: GULF COAST CONSULTING, INC. OCTOBER 2012 PROJECT # 12-055 � � Robert Pergolizzi, CP/PTP AICP #9023 / PTP # 133 I. INTRODUCTION The applicant is proposing to redevelop their property on Clearwater Beach into a 116 room Hampton Inn resort hotel. (See Figure 1) The proposal is for the new hotel and parking structure to be located in what is current�y a surface parking lot of the existing Quality Inn Hotel at #655 S. Gulfview Boulevard. The parking garage and driveways will serve both hotels. The redevelopment of the property is the subject of a Comprehensive Infill Redevelopment in the Tourist "T" zoning district. This application requires an assessment of the traffic impacts of development. Prior to completing this analysis a methodology was established with the City of Clearwater staff. II. EXISTING TRAFFIC CONDITIONS The property has frontage on S. Gulfview Boulevard east of Hamden Drive. South Gulfview Boulevard was reconstructed as a two-lane collector roadway with on- street parking rurming along Clearwater Beach. Coronado Drive was reconstructed as a three-lane collector roadway with on-street parking. Hamden Drive intersects with S. Gulfview Boulevard at a signalized intersection. The adjacent segment of S. Gulfview Boulevazd between Hamden Drive and the Clearwater Pass Bridge is three lanes. Per the approved methodology traffic counts that were conducted on June 21, 2012 at the following intersections during the weekday PM peak period of 4-6 PM were used s a basis for this study: S. Gulfview Blvd. / Hamden Drive S. Gulfview Blvd. / Coronado Drive Coronado Drive / Hamden Drive These were supplemented by a tr�c count at the existing site driveway to S. Gulfview Boulevard in October 2012. All traffic counts were converted to annual average equivalents using FDOT seasonal adjustment factors. Existing traffic voluxnes are shown in Figure 2. Existing intersections were analyzed using the HCS+ and SYNCHRO soflware. The count data, HCS+ and SYNCHRO printouts are included in Appendix A. Pxesently the signalized intersection at S. Gulfview Boulevazd / Coronado Drive operates at LOS A with average delay being 6.6 seconds per vehicle and an intersection capacity utilization (ICt� of 42.5%. Presently the signalized intersection at S. Gulfview Boulevard / Hamden Drive operates at LOS A with average delay being 5.7 seconds per vehicle with ICU of 41.8%. O = TRAFFIC PROJECT NO: EXISTING PEAI� HOtJR TRAF�'IC ( 2012 � 1 2-055 Gulf Coast Consulting, Inc. � :�, �,r Land Development Consulting � E, �� ENCIA'EERl1YG TRA.�SPORTATIO� PLAI\.t1VG PERA1TffINC �� 13825 ICO'C BLVD., Sili1'E 605 Cleanvaur, Florida 33760 � Phone: (72n 524-181 B Fax: (72'n 5?46090 www_ gulfcoastconsultinginc.com DATE: 10/201 2 DRAWN BY: TN FIGURE: At the intersection of Hamden Drive / Coronado Drive the primary movements are eastbound-to-southbound and northbound-to-westbound, whereas the southbound approach (Hamden Drive) is stop controlled. The HCS+ analysis shows the primary movements operate at LOS A with delay of 8.2 seconds per vehicle and the southbound stop-controlled movements operate at LOS C with delay of 16.b seconds per vehicle. At the site driveways, the western driveway is gated closed, and the eastern driveway serves a11 traffic to the Quality Inn. At this location the westbound left turns entering the site operate at LOS A with average delay of 8.4 seconds per vehicle, and the northbound approach e�ting the site operates at LOS C with average delay being 16.4 seconds per vehicle. South Gulfview Boulevard functions as collector roadway and according to FDOT 2009 QLOS Handbook capacity tables has a LOS D capacity of 1,440 vehicles per hour on the un.divided segment. The segment of Gulfview Boulevard east of Hamden Drive and Coronado Drive are both three-lane collector roads with a LOS D capacity of 1,520 vehicles per hour. The existing PM peak hour LOS for areas roadway segments is shown below: EXISTING ROADWAY CONDITIONS (2012) PM Peak LOS D Roadwa�Se ent Lanes Volume Capacitv LOS S. Gulfview (E. of Bayway) 3-lanes 878 1520 B S. Gulfview (Bywy-Hmdn) 3-lanes 1080 1520 C S. Gulview (Hamden -5�') 2LU 493 1440 B S. Gulfview (Sth — Coronado)2LU 611 1440 B Coronado (Hamden — 5�') 2LD 650 1520 B Coronado (Devon Dr - S. Gulfview) 2LD 967 1520 C Coronado (Gulfview to Roundabout) 4LD 1556 2900 C Hamden (S. Gulfview-Coronado) 2LD 732 1520 B Presently all roadway segments operate at LOS C or better. III. FUTURE TRAFFIC CONDITIONS Existing traffic was adjusted by a 2% annual growth rate to the expected build-out yeax of 2017 to account for background traffic from other nearby redevelopment projects. In addition traffic from the proposed Clearwater Resort hotel complex was added. The site will be developed as a 116 room resort hotel with associated parking and amenities. Using Institute of Transportation Engineers (ITE) Trip Generation, 8`� Edition rates, the amount of new trips was calculated and estimates are shovvn below: � TRIP GENERATION ESTIMATES Land Use Amount DailtiTrips PM Peak Trins Resort Hotel 116 Rooms 948 57 (24I33) The vehicular access will be taken from S. Gulfview Boulevard at the e�cisting eastern driveway. The western driveway will serve trash collection vehicles only, and the expected distribution is as follows: 60% to / from the north (34) 40% to / from the south (23) PROJECT IMPACT CALCULATIONS Proj ect Road Segment Lanes Project Trips Canacitv Percent S. Gulfview (E. of Site) 3-lanes 23 1520 1.51% S. Gulfview (Site — Hamden) 3-lanes 34 1520 2.24% S. Gulfview (Hamden — Coronado) 2LU 14 1440 0.97% Coronado (Hamden — 5�` St) 2LD 20 1520 132% Coronado (5"' St — S. Gulfview) 2LD 20 1520 132% Coronado (Gulfview — Roundabout) 4LD 34 2900 1.17% Hamden (Gulfview — Coronado) 2LD 20 1520 132% Project traffic impacts will be primarily to Coronado Drive and S. Gulfview Boulevard. All intersections, roadway segments and project driveways were analyzed for future conditions. Future traffic volumes are shown in Figure 3, and the SYNCHRO and HCS+ printouts are included in Appendix B. The signalized intersection at S. Gulfview Boulevard / Coronado Drive would continue to operate at LOS A with average delay of 7.0 seconds per vehicle and an intersection capacity utilization (ICU) of 49.2%. The signalized intersection continue to operate at LOS with ICU of 44.9%. at S. Gulfview Boulevard / Hamden Drive would A with average delay being 6.5 seconds per vehicle At the intersection of Hamden Drive / Coronado Drive, the HCS+ analysis shows the primary movements operate at LOS A with delay of 8.5 seconds per vehicle and the southbound stop-controlled movements operate at LOS C with delay of 22.9 seconds per vehicle. At the project driveway to S. Gulfview Boulevard, the westbound left turns entering the site would operate at LOS A with average delay of 8.8 seconds per 3 � . ► � W � O � WI W a � � � m r � ^� rn ao 0 �� -- 368 � + 337 ' 326 J � � 11—I °� i � DEVON DR. 1213 VPH TWO-WAY (652 NB, 561 SB) 2ND ST. 3RD ST. x H � O � STH W � C� O A � z 0 � 0 U ST. \`�s ff� s s � ~ ?s� 3p\\ W � Q z w Q � x M � �i 4` ' 411� ` � 1 01 NM cVd' M� � � `-- 396 "-- 235 BRIGHTWATER DR. BAYSIDE DR 921 VPH TWO-WAY (445 NB, 476 SB) A�j BLVD BP'r N 257 � 63� � 54Z -- 536 686 ` e= TRAFFIC SIGNAL SZ4� '� r 568— N rn M �- SITE � F�JTURE PEAI� HOIJR iRAFFIC ��Ol () PROJECI'N�: 12-055 DATE: FIGURE: Gulf Coast Consulting, Inc. 1 0�201 2 �"` y�.. Land Development Consulting E'. �� E�\CINEERIYC TRA�SPORTATION P44\T'(NC PERMITfING � 13825ICOT BLVD.. S1J17"E 605 Dgp.Wi•i BY: Clearwarer, Florida 33760 Phone: (727) 524-18t8 Fau: (72� 5246090 T N www. gulfcoastconsultinginc. c om vehicle, and the northbound approach exiting the site would operate at LOS C with average delay of 23.7 seconds per vehicle. FUTURE ROADWAY CONDITIONS WITH PROJECT PM Peak LOS D Roadway Segment Lanes Volume Capacitv LOS S. Gulfview (E of Site) 3-lanes 1104 1520 C S. Gulfview (E of Hamden) 3-lanes 1317 1520 C S. Gulview (Hamden -5�') 2LU 557 1440 B S. Gulfview (Sth — Coronado)2LU 705 1440 B Coronado (Hamden — 5�') 2LD 770 1520 B Coronado (Devon. - Gulfview) 2LD 1213 1520 C Coronad.o (Gulfview to Roundabout) 4LD 1896 2900 C Hamden (S. Gulfview-Coronado) 2LD 921 1520 C All roadway segments would continue to opera.te at LOS C or better. IV. CONCLUSION This analysis was conducted in accordance with a specific methodology established with City of Clearwater staff. The project will generate 948 daily trips and 57 PM peak hour trips. This analysis demonstrates traffic operations at nearby intersections and on adjacent roadways would continue at acceptable levels of service with or without the project unpacts. 4 Page 1 of 1 Robert Pergolizzi From: Himanshu.Patni@MyCiearwater.com Sent: Friday, October 19, 2012 11:05 AM To: Robert Pergoliui Subject: RE: Hampton Inn / Qualify Inn Traffic 0 k. From: Robert Pergolizzi [mailto:pergo@gulfcoastconsultinginc.com] Sent: Thursday, October 18, 2012 10:00 AM To: Patni, Himanshu Subject: Hampton Inn / Quality Inn Traffic Himanshu - This corrspondence is to confirm the telephone conversation we had a few weeks ago regarding the development of a 116 room Hampton Inn in the area next to the existing Quality Inn at #655 S. Gulfview Blvd. GCC will conduct a traffic study for the proposed 116 room Hampton Inn. Existing conditions for the following intersections will be based on the PM peak period intersection counts conducted for the Cfearwater Resort TIS in June 2012. S. Gulfview/ Coronado (signal) S. Gulfview ! Hamden (signal) Hamden / Coronado (Y-intersection with stop sign) These will be supplemented by driveway counts at the existing Quality Inn to establish existing site traffic. Adjacent �oadways will be analyzed for existing conditions. Future conditions will consider the "total traffic" from the Clean+vater Resort TIS as background traffic for this study. The Clearwafer Resort TIS assumed a 2% growth rate and a 500 room resort hotel. The trip generation of the proposed 116 room Hampton Inn will be estimated using ITE rates and added to the accumula#ed background traffic to estimate future conditions with the proposed Hampton Inn. A TIS Report will be submitted with the application. Robert Pergolizzi, AICP, PTP Gulf Coast Consulting, Inc. 13825 ICOT Boulevard, Suite 605 Clearwater, FI 33760 Phone: 727-524-1818 Fax: 727-524-6090 Cellp hone: 727-644-2695 email: pergo@gulfcoastconsultinginc.com 10/19/2012 2011 Peak Season Factor Category Report - Report Type: ALL Category: 1500 PINELLAS COUNTYWID� � MOCF: 0.92 Week Dates SF PSCF -----------�----------- 1 01/01/2011 - O1/O1/2011 1.06 1.15 2 01/02/2011 - 01/08/2011 1.05 1.14 3 O1/09/2011 - O1/15/2011 1.04 1.12 4 O1/16/2011 - O1/22/2011 1.01 1.09 5 O1/23/2011 - O1/29/2011 0.99 1.07 6 O1/30/2011 - 02/05/2011 0.97 1.05 * 7 02/06/2011 - 02/12/2011 0.95 1.03 * 8 02/13/2011 - 02/19/2011 0.93 1.01 * 9 02/20/2011 - 02/26/2011 0.92 1.00 *10 02/27/2011 - 03/OS/2�11 0.91 0.98 *11 03/06/2011 - 03/12/2011 0.90 0.97 *12 03/13/2011 - 03/19/2011 0.90 0.97 *13 03/20/2011 - 03I26/2011 0.90 0.97 *14 03/27/2011 - 04/02/2011 0.91 0.98 *15 04/03/2011 - 04/09/2011 0.92 1.00 *16 04/10/2011 - 04/16/2011 0.93 1.01 *17 04/17/2011 - 04/23/2011 0.94 1.02 • *18 04/24/2011 - 04/30/2011 0.95 1.03 *19 05/01/2011 - 05/07/2011 0.96 1.04 „ 20 05/08f2011 - OS/14/2011 0.97 1.05 21 OS/15/2011 - OS/21/2011 0.99 1.07 22 .OS/22/2011 - 05/28/2011 0.99 1.07 23 05/29/2011 - 06/04/2011 0.99 1.07 24 06/05/2011 - 06/11/2011 1.00 1.08 25 06/12/2011 - 06/18/2011 1..00 1.08 26 06/19/2011 - 06/25/2011 .01 1.09 , 27 06/26/2011 - 07/02/2011 1.01 1.09 28 07/03/2011 - 07/09/2011 1.01 1.09 29 07/10/2011 - 07/16/2011 1.02 1.10 30 07/17/2011 - 07/23/2011 1.03 1.11 31 07/24/2011 - 07/30/2011 1.03 1.11 . 32 07/31/2011 - 08/06/2011 1.04 1.12 33 08/07/2011 - OB/13/2011 1.05 1.14 34 OS/14/2011 - OB/20/2011 1.06 1.15 35 08/21/2011 - OB/27/2011 1.06 1.15 36 OB/28/2011 - 09/03(2011 1.07 1.16 37 09/04/2011 - 09/10/2011 1.07 1.16 � 3a 09/11/2011 - �9/17/2011 1.08 1.17 39 09/18/2011 - 09/24/2011 1.07 1.16 40 09/25/2011 - 10/O1/2011 1.06 1.15 41 10/02/2011 - 10/OS/2011 1.05 1.14 42 10/09/2011 - 10/15/2011 1. 4, 1.12 43 10/16/2011 - 10/22/2011 1. , 4 1.12 � M C, c� Dra,ic�-y 44 10/23/2011 - 10/29/2011 1.0 1.14 A5 10/30/2011 - 11/05/2011 1.05 1.14 46 11106/ZO11 - 11/12/2011 1.05 1.14 47 11/13/2011 - 11/19I2011 1.05 1.14 48 11/20/2011 - 11/26I2011 1.05 1.14 49 11/27/2011 - 12/03/2011 1.05 1.14 50 12/04/2011 - 12/10/2011 1.06 1.15 51 12/11/2011 - 12/17/2011 1.06 1.15 52 12/18/2011 - 12/24/2011 1.05 1.14 53 12/25/2011 - 12/31/2011 1.04 1.12 * Peak Season Page 1 of 2 r R +'n - ype of peak hour being reported: Intersection Peak LOGATION: Coronado Dr — S Gulfview Bivd 758 783 � � 4 l.� 319 439 D .j i 4 319 a 275 � L 0 1. 0 0 �► 0.91 F 0 286 � 11 i� i� 0� 0 �} } �► 0 508 0 � i t aso aoe � � � � 17 � ��:'�114 �,�, � � � �♦ *L� NA .1 i �. « � L ♦ NA �► � t F NA �► Z �. C •► 't : f' �a � s� Meihod fo� determinfng peak hour. Total Entering Volume QC JOB #: 10778501 DATE: Thu Jun 21 2012 Peak-Hour: 4:45 PM -- 5:45 PM o.s �.o Peak 15-Min: 5:30 PM -- 5:45 PM �♦ t� 1.9 D.2 0.0 .s i �r 1.9 �2.5� t 0.0(■0.( a.o + : „ a o.o 2.4 �► 0.0 '�''t * r'i' 0.0 �i U.( ��,j'�t ��g�'� o.o oz o.o ��ras.�t-rra; �; ics: � :r.�'� � i� } cc?.��c:r�o>; _=_�^to_•gs oz o.z � J.111 1 � � I0 0 0 �J d ♦ 4 0 1 �,$.k' t D 0 •i ��' (� 0 � r.� o > r o i t � �o a o� TT � NA � J i 4 s .,. � t NA .► � � �• NA i`1 t f ` � � � R• = RTOR Min Count Coronado Dr Coronado Dr S Gulfview Bivd S Gulfview Bivd Period Northbound (Southbound Eastbound {Westbound Total Hourg Inning At Left 'Phru RI ht U R• LefE Thru Ri ht U R' Left Thru Ri ht U R` Left Thru Ri ht U R• Tofals 4:00 PM 0 12 0 0 0 D 115 B 0 0 6 0 4 0 0 0 0 0 0 0 401 4:15 PM 0 121 0 0 0 0 94 68 0 0 61 0 1 0 0� 0 0 0 0 0 345 4�3o PM 0 119 0 0 0 0 1D7 B2 0 0 71 0 0 0 0 0 0 0_ 0 6 379 0 111 0 0 ��= �.�� 493 �� i� ! 4 —� f� � ° Sl3 Heavy Trucks 0 0 0 Pedestrians 16 Bicydes 0 1 0 Railroad . ,Sto ed Buses Comments: Report generated on 6/26(201212:06 PM 0 I 69 0 B D 0 � 0 0 0 0 0 0 0 4 4 0 0 0 12 0 0 0 0 0 0 0 0 0 104 0 0 0 Totai 1704 B 132 7 SOURCE: Quality Counfs, LLC (http://www.qualifycounts.net) 1-877-5B0-2212 , � Type of peak hour being reported: Intersectlon Peak LOCATtbN: S Hamden Dr — S Gulfview Blvd cITYISTATE� Clearwater Beach. FL 352 347 �s s� ao 0 3s2 d i 4 226 f. 39 .t t 308 f 514 226•► 0.94; e� 2D6 265 �► 0 Z C 0 A 558 h t e' 0 0 0 � 4 L 0 0 �� „ � :�;�� o ,�,_ � � � �i t� NA J f �. F t � i �" NA �R �" � NA �' ,� z c �+ � t �► � �a * PeMod Method for determfn(ng peak hour: Total Entering Volume QC JOB #: 10778505 Peak-Hour: 5:00 PM -- 6:00 PM PeaK 15-Mln: 5:15 PM -- 6:30 PM ��I��l� �t��l#�� `i:4ht,�f�''R`y:'1C7;d :iA`A C:��T:l=CY'-O:: _NF:?n_?z � T� -L► � � 4:15PM I 0 0 D 0 0 I 92 0 6 0 4:30 PM 0 0 0 0 0 81 0 3 0 4�45 PM 0 0 D D 0 82 _. 0_ 1 0 S�� ►.Ol �'- � 33 s 34—�' � �i zZg—� 'C 3`i � ?a� ! Heevy Trucks D 0 0 Pedestrians 100 B(cycles 0 0 0 ' Radrnad �Sto ed Buses ' Comments: Report generated on 6126/2012 12:d6 PM 8 6 0 80 0 0 0 � t_ �--- �.. 1 10 59 0 0 0 0 10 45 0 0 0 3 10 59 0 D 0 0.9 0.6 �a r� o.o o.o o.e � i 4 22 « O.O �f t O.B i� 1.4 2.2 �► __ �r f� 2.4 �.s � o.o �s - r o.o+ �.a h t r' 0.0 0.0 �.o � & ¢ 0.0 0.0 I 0 0 1 �1.� a �. o s t o �;i, 1 � " :_�� 1 o � .:�. � o h t (' � 0 0 0 � I NA J J t 4 � � �t NA ♦ s� « NA z r �� * �� R' = RTOR �d T�� Houriy I R* Totals 0 26 263 0 28 279 0 35 303 0 30 53 0 71 58 0 43 30 0 6 0 0 8 4 20 0 p p. p 0 0 0 Z� Total 52 1200 28 200 0 SOURCE: Qualify Counts, LLC (http:/lwww.quaiitycounfs.net) 1-877-58Q-2212 1 3 ype of peak hour being reported: Intersectlon Peak L�CATION: S Hamden Dr — Coronado Dr CITY/STATEe Clearwater Beach. FL 31 63 J ¢ * � 3 0 2B d i 4 294 Ir 4 .t i 59 f 350 336 �► 0.81. f� 291 340 �b 0 � t 0�i 364 h t P 0 0 0 � ; t 0 0 J � � x,'ti- I � �- 0 � y 18 � � � � �+ � NA d i t. �• � t, M NA �► �y' f� NA .F 'i �. C * h 1 (' � i � � � Perfod Method for determining peak hour: Total Entering Volume QC JOB #: 10778504 Peak-Hour: 4:00 PM -- 5:Q0 PM Peak 15-Min: 4:15 PM -- 4:30 PM ST?F -1► ---► Dr f��f.i� �ott��s -F.:� ra ;Fr,:r:-a-icJr^: 3atu r•:l> 1 '�i`:C� �: c5(i'a'li__3 es- 5ftiF' 32 1.8 � t 0.0 �.0 3.8 .! i �. 2.4 i.0.0 ? L 1.7i� 2.3 12 •1 ''' � �+ 2.4 �.z •► o.o � `- r o.o �► �.a � t r► o.o o.o o.o � � t 0.0 O.D I 0 0 0 J.► i 4 0 ,! t 3 {. � � :��-.� M 4 D i� � 1' 0 'T t f� � 0 0 D � NA � � � 4 ,� � t NA �R •� « NA � C � 't t f' �— NA I R' = RTOR Coronado Dr esEbound Y fo�� Hourly 5:00 PM 0 0 0 0 0 7 0 1 0 0 0 74 0 0 0 0 66 13 0 0 161 713 5:15 PM 0 0 D 0 Q 10 0 0 D 0� 3 96 0 D 0 0 74 11 0 0 194 706 5:30 PM 0 0 0 0 0 5 � 0 0 0 1 83 � 0 0 0 87 9 0 0 185 702 5:45 PM 0 0 0 0 0 6 0 0 0 0 0 78 0 0 D 0 73 11 0 0 168 708 s�-ti.o� 3 zg 4 �� J' 3g 9 � �G� Z9� All Vehicies a a u o u sz u u Heavy Tnicks 0 D 0 4 0 0 Pedestrians 28 20 Bicycies. 0 0 0 D 0 0 Raaroed Sto ed Buses Comments: Report generafed on 6/26/2012 12:06 PM 0' 8 0 0 0 0 0 0 24 4 20 0 0 Z Tofal 796 40 68 2 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-560.2212 PR ECT• LOCATION: DATE: LANE TYPE: NB SB EB WB PEAK HOUR PEAK HOUR / P.H.F. DATA HAMPTON INN PROJECT NO: 12-055 East Drvvy (NB� 8 Gulivlew Blvd (E-111� October 18, 2012 SPEED LIMIT: SiGNAL TIMING: A G Y R (SECONDS) (not applicable) 2 Lane NB N/A NB �� N/A SB N/A SB 2 Lane E8 25 EB 1 Lane WB 25 WB TIME PM 4:00-4:15 4:15-4:30 4:30-4:45 4:45-5:0� 5:00-5:15 5:15-5:30 5:30-5:45 5:45-6:00 TIME PM 4:30-4:45 4:45-5:00 5:00-5:15 5:15-5:30 PM PEAK HOUR COUNTS NB NB NB SB SB SB EB EB EB WB WB WB TOTAL HOURLY L T R L T R L T R L T R VOLUME VOLUMES 'I 97 184 225 183 799 234 836 215 867 184 826 HOURLY FLOW DIAGRAM 198 837 — 0 0 19 0 8 0 0 0 0 801 18 5 778 0 1,630 1 * I NB NB NB SB SB SB EB EB EB WB WB WB TOTAL 0 0 0 (. T R L T R L T R L T R VO�UME � I � 225 424 f-- D � '� 0 �— 416 193 423 —► �— 412 234 433 —► 10 � j— 4 —► 429 — 275 � � � 12 0 6 0 0 0 0 423 10 4 412 0 867 , 12 0 6 INTERSECTION PEAK HOUR INTERSECTION PEAK HOUR VOLUME PEAK HOUR VOLUME NS PEAK HOUR VOLUME SB PEAK HOUR VOLUME EB PEAK HOUR VOLUME WB 4:30-5:30 867 18 0 433 416 INTERSECTION PHF PHF NB PHF SB PHF EB PHF WB 0.93 0.64 #DIV/01 0.93 0.92 � 'C' = l. a 4 � ��`---�' 1u "� 1 1 14 18 � � � � G� �E- 42� � �' J A Lanes, Volumes, Timings 3: sr27�2o� 2 �` � � t � � Lane Configurations �j'�` a''� 'F'f` �` Volume (vph). ` 278 11 0 :a13 :443 : 322 ; _ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 5torage L_ength �ft) 500 . 500 :500 � � ; ` - Storage Lanes 1 0 0 � Taper Lengtli (ft) ` `25 25 . _ ,. Lane Utii. Factor 0.97 0.95 0.95 0.95 0.95 1.00 �ed Bike Factor 0.97 ' 0.95 '' .. _ . . _ Frt 0.994 0.850 �If Protecfed 0.954 ; Satd. Fiow (prot) 3427 0 0 3539 3539 1583 ;.. .. . ; . FIt Pemiitted 0;954 _ Satd. Flow (perm) 3322 0 0 3539 3539 1502 Right Tum on �Red No : Yes .` Satd. Flow (RTOR) 3� L'ink Speed (mph); ! 20 25 25 _ Link Distance (ft) 331 260 350 Travel Time (s) . 11.3 7.1 ` 9.5 ' Confl. Peds. (#/hr) 17 33 � 7 Peak Hoiir Factor 0.91 0:91 ` 0.91 0.91 0,91 0.91 ,' Ad� Flow (vph) 305 12 0 564 487 354 Shared Lane Traffic (°�) . _ Lane Group Flow (vph) 317 0 0 564 487 354 Enfer Blocked Inte�section No No ` No No No ` No ; :. . .. . .:: . . . Lane Alignment Le� Right Left Left Left Right Median 1Nidth(ft) -. 24 0 �` _ Link Offset(ft) 0 0 0 �rosswaik Width(ft) � 16 ` 16 : 16. ' Two way Left Tum Lane �e�dway:Factor'. 1:00 1.00 1.00 -1.00 1 00 ' 1 00 ;, _ Turning Speed (mph) 15 9 15 9 Number of Detectors 1 ' 1 ` 2 2'. 1 Detector Template Left Left Thru Thru Right �ead►ng :Detector (ft) 20 `20 „100 100 ;. 20 ' Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 ' 0' 0 0 Detector 1 Size(ft) 20 20 6 6 20 Detector 1 Type ` CI+Ex : : CI+Ex : CI+Ex . CI+Ex CI+Ex Detector 1 Channel D.etectoc 1 Extend (s) OA ` 0.0 0.0 0.0 0.0 Defector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 : 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 � Detecto� 2 Size(ft) : 6 6 Detector 2 Type CI+Ex CI+Ex ;.: Detector 2 Channel , : '. ;; ' ,:: ....:.. , _ Detector 2 Extend (s) 0 0 0 0 Tum Type ' NA Perm ' NA� NA . Perm : Protected Phases 4 2 6 Gulfview Coronado Existing 201212:00 pm 6/27/2012 Existing Synchro 8 Report Page 1 Lanes, Volumes, Timings s/27120�2 3: � � � � � � uetec�or rnase �* � - - - Switch Phase . . :% ` Minimum Inibal (s) 4.0 4 0 4.0 4 0 4 0 Minimum Spiit (s) r 20.0 ; 20,0 20A ; 20 0: 20A Total Split (sj 25.0 35.0 35.0 35.0 35.0 To�al Split (°k) 41;7% 58;3% 58:3°Io 68.3% 58.3%. ' Maximum Green (s) 21.0 31.0 31.0 31.0 31.0 , , Yellow Time (s) 3A 3.0 3.0 `. 3.0 3.0 '; All-Red Time (s) 1 A 1.0 1.0 1.0 1.0 Lost Time:Adjust (s) 0.0 OA ;: 0 0 ' 0.0 ` -.. Total Lost Time (s) 4.0 4.0 4.0 4.0 :: - Lead/Lag _ ;.: Lead-Lag Optimize? Vehicle Eztension (s) 3.0 3,0 3A 3.0 3.0 '. Recall Mode None _ Max Max Max Max ,_ Wa�k Time (s) 5.0 5.0 5.0 ' S.0 5.0: _ _ Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11 A Pedestrian Calis (#lt�r) p _ 0 0 �. `: . � Act Effct Green (s) 9.9 32.6 32.6 32.6 Actuated`g/C Ratio 0.20 0.65 0.65 0.65 '` v/c Ratio 0.47 0.25 0.21 0.32 _ Gon#rol Delay : 20.0 4.4 .: 4.3 1.5 , Queue Delay 0.0 0.0 0.0 0.0 Total Delay � 20.0 _: 4.4 4.3 1.5 '; LOS B A A A Approach Delay; 20.0 ; 4.4 '. 3.1 Approach LOS B A A . , � . ° � .:��:. o �ut�i . ; a x . . _ . Area Type: Other , _. _ „ , Cycle Length 60; ; _ ; , Actuated Cycle Length: 50.5 �,. : . , ;: Natural Cycle, 40 ; ` ` ' Control Type. Semi Act-Uncoord : Maximum v/c Ratio 0.47 Infersection Signal Dela �� 6 - Intersection LOS A� lntersection Capac�ty Uhlizat�o . 42.5�0 . ICU Levei of Service A Analysis Period (min)15 Gulfiriew Coronado Existing 201212:00 pm 6/27/2012 Existing Synchro 8 Report Page 2 � � Lanes, Volumes, T'imings 3: ,,� � ■-- '�.. � a� 6/2712012 Lane Conti urations � T � ., � �� 9 _ 39... 228 :206 ;311 .335 20 . , _ �olu,m.,�:(vAh) . • ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 __ _. ;. ... ;: ; ,. �ane Ut�I: Factor: ; 0.95 0`:95 '1.00 1 00 .;Q 97 , 0.95 ..;; , :,. Ped B►ke Factor 0.99 0 80 1 00 -..:. . , 0;850 . 0 992 `` �rt ;' _ Flt Protected 0.993 0 955 �atd Flow (prot) :`; _ '0 . 3514, 9863 1683 3415 ; 0 :' . Fit Permitted 0.897 0 955 ... : 0 3129 ; Satd Flow (perni) 1863 ;1,273� 3415 ;: Q.; . Right Tum on Red Yes Yes ,, Safd. Flow (RTOR) �331 86 ' , Link S eed m h 25 25 25 P � . P ) . 300 ]�ink Distance (ft) ` 300 500 . Travel Time (s) 8.2 13.6 8•2 Confl Peds. (#mr) 82 : 82 % 11 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 i4d� Fiow.(vph) ;.' 41 243 ' 219 331 356 ;' ?1 Shared Lane Traffic (°�) Lane Group Fiow (vph) :` . 0 284 ' 219 .` 331 377 0 Enfer Blocked Intersection No No No No No No LaneAlignment ` : Left Ceft Left :Right < l.eft Right Median INidth(ft) 0 0 24 Lmk Offset(ft) ' � , � � Crosswaik Width(ft) 16 16 16 . .. . : ` Two Way.teft Tum Lane Fieadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Tuming'Speed (mph). 15 9 15 9 Number of Detectors 1 2 2 1 1 Detecto�;;Tempiate. Ceft Thru Thru ` Right � Left '` . _ Leading Detector (ft) 20 100 100 20 20 Trailing Detector. (ft) 0 0 � � ; � : . Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(�) 20 6 '. 6 > 20 ; 2D ' Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex , ,, petector 1 Channel , Detector 1 E�end (s) 0.0 0.0 0.0 0.0 0.0 - Detector 1 Queue (s) 0.0 OA ` 0.0 0.0 OA' ` : Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 --. Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 _ Detector 2 Type GI+Ex CI+Ex Detector 2 Channef ` Detector 2 Exfend (s) : OA -: 0.0 ; Turn Type pm+pt NA NA Perm NA Protected Phases 7 4 8: 6' Permitted Phases 4 8 Detector Phase :: 7 ! 4: 8 8 6.. _ _ Switch Phase Synchro 8 Report Gulfview Hamden Existing 201212:00 pm 6i2712012 Existing 2012 Page 1 J , Lanes, Volumes, Timmgs s127120�2 3: � � �-- �,,. � .� Minimum Split (s) 8.5 lu u zu u �u u �� u Tptal SpIiE (s) 15.0 3,5 0 20 0 20 0 ;35 0_. Totel Spllt (%) 21.4% 50.0% 28.6% 28 6% 50 0% Ma�amum;Green (s) 10;5 , 31 0: 96 0;;16 0 � 31.0, ; . Yeliow Time (s) 3,5 3 0 3 0 3 0 3 0 .. ,. ,- Ail Red Time (s) .. . 1:0 1.0 1 0 ,`;10: 1 0 ` Lcst Time Adjust (s) 0 0 0 0 0 0 0 0 Total Lost Time,(s) 4.0 ,4 0 `; 4 0 ; 4 0 ' Lead/Lag Lead Lag Lag Lead Lag Optimize? Yes Yes ;Yes . Vehicie Extension (s) 3.0 3.0 3.0 3A 3.0 Recall Mode None Min Min ' Min None Walk Time (s) 5.0 5.0 5.0 5.0 Fiash Dont Walk (s) _ 11.0 19 .0 :11 A .11.0 Pedestrian Calis (#/hr) 0 0 0 0 ,. �lct EffcC Green {s) 10.4 10.4 10.4 7.9 ' Actuated g/C Ratio 0.39 0.39 0.39 0.30 , v/c Raho` 0.23 0.30 0.47 0.35 ; : Cantrol Delay 6.0 6.9 3.4 6.8 Queue 4elay ' 0.0 0.0 0:0. _` 0.0 .: Total Delay 6.0 6.9 3.4 6.8 LOS . . . : A A . ': A ` . A . . roach Dela 6.0 4.8 6.8 ApP Y. A . - Approach LOS A A . . m1A�vR�'�'AA'�Si� IT�7 �. .. *br.j] � � . _ . - . . -. ... .. ... .: . . .. .. ;... �. . Area Type: Ottier '' _ _ Cycle Length_ 70 Actuated Cycle Length'26.4 _. _ . Natural Cycle 50 Control. TYpe Semi Act-Uncoord - . Maximum v/c Ratio 0 47 _ Intersecfion Signal Delay, _.7 Infersection: LOS� . - � .` Intersection Capacity Utiliza6o 1.8% ICU Level of Service A Analysis Period (min)15 and Phases: 3: Gulfview Hamden Ebsting 201212:00 pm 6l27/2012 Existing 2012 Synchro 8 Report Page 2 Two-i�Jay� Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY _ _ _._.. .._..__. ...._ .. .,. _ . . _ . _ _. General information - Site lnformation � = CORONAD DR / HAMDEN Analyst VT Intersection DR Agency/Co. GCC Jurisdiction CLEARW,4TER Date Performed 6/27/2012 Analysis Year 2012 EXISTlNG Analysis Time Period PM Peak Pro'ect Descri tion CLEARWATER RESORT East/West Street: CORONADO DR North/South Street: HAMDEN DRIVE Intersection Orientation: Easf-West Stud Period hrs : 0.25 _,_,�..� __�._._ _. . . _ , _ __., _ . _, .__ � _ .. _..__ , .,__ _ ._._ . ..__.. _ . _} _ . _ T � _ . . _ �__. . , _ Vehicle.Uolumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 Z 3 4 5 6 L T R L T R Volume veh/h 4 349 294 61 Peak-Hour Factor, PHF 0.91 0.91 0.91 0.97 0.99 0.91 Hourly Flow Rate, HFR 4 383 0 0 323 67 veh/h Percent Hea Vehicles 1 — — p � � Median T e Two Wa Left Tum Lane RT Channelized � Q Lanes 0 2 0 0 1 0 Confi uration LT T TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 28 3 Peak-Hour Factor, PHF 0.91 0.97 0.99 0.97 0.91 0.91 Hourly Flow Rate, HFR � 0 0 0 30 3 veh/h Percent Heav Vehicles 1 0 1 � � � Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 Confi uration TR _ _ __- ,... . _ __ .. _: __ _ _ __.....____ . _ . _ Dela , Queue Len th� and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT TR v (veh/h) 4 33 C (m) (veh/h) 1137 343 v/c 0.00 0.10 95% queue length 0.01 0.32 Control Delay (s/veh) 8.2 16.6 LOS A C Approach Delay (s/veh) — -- 16.6 Approach LOS -- -- C Copyright � 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 10/18/2012 9:44 AM file://C:\Documents and Settings�rpergolizzi.GULFCOAST�L,ocal Settings\Temp\u2k9D.tmp 10/18/2012 Tv�rca-Way'Stop Control Page 1 of 1 COpyiljht 0 2010 UtllVel'Slry or r�onoa, rw R�yms r�cac� rvu file://C:�Documents and Settings�rpergolizzi.GULFCOAST1Loca1 Settings\Temp\u2k9C.tmp 10/19/2012 � i • _ D ,�1't p�9: TABLE 4 Generaliied Peak Hour Two-Wey Volumes for Florida's Urbanized Areasl �o�ai�o STATE SIGNALIZED ARTERIALS FREEWAYS Class I(>0.00 to 1.99 signaiized i�ersections per mile) �� B C D E 4 4,000 5,500 6,770 7,3U0 �2 Un�ed 930 1500 1600 *** 6 �6,000 8,320 10,150 11,290 4 Divided 2,840 3,44Q 3,560 *** 8 8,000 11,050 13,480 15,270 6 Divided 4,370 5,200 5,360 *** l0 10,000 13,960 16,930 19,250 8 Divided 5,900 6,970 7,160 *** 12 13,730 18,600 21,95b 23,230 ��„� (,,,�y�,,� L,,,� '�,3"7� 1�.�4�� S I�4�� Freeway Adjustments ° z. L/- � �F Class II (2.00 to 4��ignalized�inf�rsectio�s�er mile) Awti7iasy �P s�anes Median B C D E Lanes Metering 2 Unaiviaed ** 1,020 1,480 1,570 . +1,soo +s% 4 Divided ** 2,420 � 3,400 6 Divided ** 3,790 4,880 5,150 �TEggjJp�i D FLOW ffiGHWAYS 8 Divided .. ** 5,150 6,530 6,880 Lanes Median B C D E 4(,.� �oruncdo �,� .� o� Z �� Zq (� � 2 Undivided 730 1,460 2,080 2,620 Class III/IV (more than 4.50 signalized iuterseotions per mile) Lanes Medisn B C D E 4 Divided 3,220 4,660 6,040 6,840 2 Undivided ** 500 1,150 1,440 6 Divided 4,840 6,990 9,060 10,280 4 Divided ** 1,220 2,730 3,100 Uninterrupted Flow Highway Adjnstments 6 Divided ** 1,910 4,240 4,680 �� Median Exclusive le$ lanes Adjustmeat factors 8 Divided ** 2,620 5,770 6,280 2 Divided Yes +5% Multi Undivided Yes _So�o "-�urae�c�u,�'��.o�,,� �{,.,��`W�--�� Multi Undivid� No -25% Non-State Signalized Roadway AdjusEu►ents BICYCLE MODEZ (Alter corresponding state vohnnes by�the indicated percent) (Multiply motorized vehicle vol�es shown below by mmiber of d'aectional roadway lanes to determine two-way meximum service volumes.) Major City/County Roadways - 10% I�'�� tw Paved Shoulder/ Bicycie Lane Other Signalized R�qadway - 3 �� "a �°� Coverage B C D E 0-�9% ** 310 1,180 >1,180 ,C�� \a*^a�^ Go� ``�� °eka sas4.% 240 360 >360 *** State & Non-State Signaiized Roadway Adjustments 620 >620 *** *** (Alter corresponding state volumes try the indicated perceak) 85-100% Divided/IJndivided & Turn Lane Adjnstments s E�cclusive Exclusive Adjustme,nt PEDESTRIAN MODE Lanes Median Left Lanes Right Lanes F (Multiply motorized vehicle volumes shown below by ntmtber of directional 2 Divided Yes No +5° ''°ad`uaY lanes to detPrminP two-way maximum service volumesJ 2 Undivided No No -20% Sidewalk Coverage B C D E 0 o�go�, ** *"° 480 1,390 Multi Undivided Yes No -5 /o Mu1ti undivided No No -25% so-s4% ** ** 1,100 1,820 _ - - Yes +5% 85-100% ** 1,100 1,820 >1,820 BUS MODE (Scheduled Figed Ronte)3 One-Way Facility Adj ustment (Buses in pesk hour in peak direction) Multiply the corresponding two-directional volumes in this table by 0.6. Sidewalk Cwerage B C D E 0-84% >5 >4 >3 >2 85-100% >4 >3 >_2 ?l ' Velues showa are presented as fionriy two-way wl�es for lavels of sexvice and am for the suromob�leltuck modea unless specifically stated Although prGSCnted as peek hota two- way volumea, they actirally xepiescnt Peak hom' Pcak dsse°non �°ndm°ns °� g° applicable D facwr applied. This table does not constitute a standerd and should be used onty for general planning ePPlicatians. The compiuer models from which this tal�la is derived should be used for moie aP�� PI�6 aPPlications. Tlu tahle and deriving comQnter models should not be used for conidor or intorsection desig4 a'hera moxe xefiaed t�}�4�s �t Celculetions m'e based on planning agplicatinas of tha F�ghway Cspacrty Mam�a�, Bicycle LOS Model, Padestian LOS Model and Trensit Capacity end Qualiry of Service Manual, respecfively fm' the automob�le/fi�ck� bi�Ycle. Pedestxian and bus mades. � Level of servica for the bicycle end pedestxien modes ui this tabla is based an number of motarized vehicies, not mimber of bicyclista or pcdeslrians using the facility. 3 Buses pa ho�a showu ffie aniy fi�rthe pealc hour mthe smgle diiecrion ofthe ttigha uaffic flow. • ,SourCe: •• canaot bo �ved using mbte inpurvatue ��au1�• Florida Deparnnent of Transportaiion •+* Not applieable £or thet level of service lctter grade. For the aWnmobile mode, volumes grcata' thes lawl o£ service D Systems Planning Office become F hecause intarsecdoa eapaciues have been mache3 For tho bicycio mode, the level of serviee letter �ade (ineluding 605 Suwannee Sh�eet, MS 19 F) is not aclriavabla because thae is no maximum veiricla voluma ttaeshold using table i�mt value defaults. T8118�1355ee, FI., 32399-0450 wwwdot state flusl.plannine/svstems/sm/los/default shtm 2009 FDOT QUALIIY/LEVEL OF SERVICE HANDBOOK �.: f A � APPENDIX B � . � .,, , . Hote� (310} Average Vehfcle Trip Ends vs: Rooms On a: Weekday Number of Studies: 10 Average Number of Rooms: 476 Directional Distribution: 50% entering, 50% exiting Trip Generation per Room Average Rate Range of Rates Standard Deviation +'-----.8.17 �� 3.47 - 9.58 3.38 Data Plot and Equation � � � W Q F a� U L N > a� rn � L � Q fl H ,�,�� 17,00C 16,OOC 15,OOC 14,OOC 13,000 i2,000 11,000 10.000 9,000 8,000 7�00� 6,000 5,000 4,000 3,000 2,000 1,000 0 100 200 300 400 500 600 700 800 90� 100� 110� 1200 1300 1400 1500 1600 1700 1800 1900 X = Number of Rooms X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: 'i = 8.95(� - 373.16 RZ = 0.98 Trip Generafion, 8th Edition 580 Institute of Transportation Engineers . � �' � � Resort Hotel (330) � Average Vehicie Trip Ends vs: Occupied Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 10 Average Number of Occupied Rooms: 429 Directional Distribution: 43% entering, 57% exiting Trip Generation per Occupied Room Average Rate Range of Rates . Standard Deviation _ — _ n �.t o .___ _-.,� . 0.27 - 0.72 0.70 _ .-.■ _,. _�.r..G...��l7nn LJQ�a r wa w� �u ...•.�•..-.---- • 500 . 400 � a C W � 300 t- N U L N � N � N j 200 Q II H 100 0 ------..'------------------------------•-,-�•---�----,---------;--•-• '-1X ------ : : : � � ; ; --------- ------- ----•---- ; -•----•--; ------- �:2•-•--•--, -X------; ------- ---'-•- ; -----X--; --'-----•��X ...._ ; -.--'----, ---'-•-• : --'-'-- ; -- , ,� : X; ; ; . ----•- -�,- w' .. : ........ : ........ � ------.. : ...._..- ; ------- ; -••---- , � � � � � � I 100 200 3p0 400 500 600 X= Number of Occupied Rooms X Actual Data Points Fitted Curve Fitted Curve Equation: Ln('f) =1.13 Ln(X) -1.52 /uu ovv ------ Average Rate R2 = 0.88 900 Trip Generation, 8th Edition 647 Institute of Transportation Engineers �--/� � � Lanes, Volumes, Timings 3: 10/19/2012 � ''� '� '� � � __ Lane Configurations '�� a' _ Volume (vph) 326 ` 11 0 652 550 368 Ideal Flow (vphpl} 1900 1900 1900 1900 1900 1900 Storage Length (ft) 500 50Q 500 � Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.97 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.97 0.95 F� 0.995 0.850 Fit Protected 0.954 Satd. Flow (prot) 3430 0 0 3539 3539 1583 Flt Permitted 0.954 Satd. Flow (perm) 3324 0 0 3539 3539 1502 Right Tum on Red No Yes Satd. Flow (RTOR) 404 Link Speed (mph) 20 25 25 Link Distance (ft) 331 260 350 Travel Time (s) 11.3 7.1 9.5 Confl. Peds. (#!hr) 17 33 17 _ Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Fiow (vph) 358 12 0 716 604 404 Shared Lane Traffic (%) Lane Group Flow (vph) 370 0 0 716 604 404 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 24 0 0 Link Offset(ft) 0 0 0 Crosswaik Width(ft) 16 16 16 Two way Left Tum Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 2 2 1 Detector Template Left Left Thru Thru Right Leading Detector (ft) 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 E�end (s) 0.0 0.0 0.0 0.0 OA Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 O.Q 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Tum Type NA Perm NA NA Perm Protected Phases 4 2 6 Gulfview Coronado Future With project 12:00 pm 10/19I2012 Future with Hampton Inn Synchro 8 Report Page 1 r /� � � Lanes, Volumes, Timings 3: 10/19/2012 � � � � � � Lane Configurations �''� '� Volume: (vph) 43 257 235 396 429 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 0.97 0.95 Ped Bike Factor 0.99 0.80 1.00 F� 0.850 0.993 Fit Protected 0.993 0.955 Satd. Fiow (prot) 0 3514 1863 1583 3420 0 Fit Permitted 0.891 0.955 Satd. Flow (perm) 0 3112 1863 1273 3420 0 Right Tum on Red Yes Yes Satd. Flow (RTOR) 421 86 Link Speed (mph) 25 25 25 Link Distance (ft) ` 300 500 300 Travel Time (s) 8.2 13.6 8.2 Confl. Peds. (#Ihr} 82 82 11 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 46 273 250 421 456 23 Shared Lane Traffic (°/a) Lane Group Flow (vph) 0 319 250 421 479 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 � 24 Link Offset(ft) ` 0 0 Q Crosswalk Width{ft) 16 16 16 Two way Left Tum Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Tuming Speed (mph) 15 9 15 9 Number of Detectors 1 2 2 1 1 . Detector Template Left Thru Thru Right Left Leading Detector (ft) 20 100 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 OA 0.0 OA OA Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Defector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 OA Tum Type pm+pt NA NA Perm NA Protected Phases 7 4 8 6 Permitted Phases 4 8 Detector Phase 7 4 8 8 6 Switch Phase Gulfview Hamden Future with Project 12:00 pm 10/19/2012 Future with Hampton inn Synchro 8 Report Page 1 � r" �� 1 � Lanes, Volumes, Timings 3. 10/19/2012 �` �, '�'_ '�. �i � Lane Group � ;� � �, �8C E' 8��.�t�VBT�t� `,�11tBf��- � SQI��'�.�SBR � �''�. }:�� Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.5 20.0 20.0 20.0 20.0 Total Split (s) 15,0 35.0 20.0 20.0 35A _ ,,. ._ Total Split (%) 21.4% 50.0% 28.6% 28.6% 50.0% Maximum Green (s) 10.5 31.0 16.0 16.0 31.0 L' - Yellow Time (s) 3.5 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s} 4.0 4,0 4.0 4A - Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min Min Min None - . - Walk Time (s) 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11,0 11.0 11.0 � Pedestrian Calis (#/hr) 0 0 0 0 Act Effct Green (s) 10.9 10.9 10.9 8.9 Actuated g/C Ratio 0.39 0.39 0.39 0.32 v/c Ratio 0.26 0.35 0.56 0.42 Control Delay 6.5 7.6 4.2 7.9 Queue Delay 0.0 0.0 0.0 OA . Total Delay 6.5 7.6 4.2 7.9 _ _ LOS A A A A . _ Approach Delay 6.5 5.5 7.9 ,.. Approach LOS A A A .-•'.Tr+n� T';"".,"^-'."�"'_' -�`a ,;„,'*m �.. a�� Y.<"s'a f ''r�� .�.. #,{M� �.....y �,`�*�`� �',qp r ..� �f'',� r M Rqfy""U T'r�.`� 'C:e`'�.i:XNrr`��_.�'�-'�,'i _�.,'S'�l.,.z....:<. _ P, '.x.`d.�iz< lntersect(oii Sur��Y ��aaR.� x� � Area Type: Other Cycle Length: 70 - Actuated Cycle Length: 28 Natural Cycle: 50 Controi Type: Semi Act-Uncoord � - Maximum v/c Ratio: 0.56 - Intersection Signal Del ': 6. Intersection LO.: A _ .._ Intersection Capacity Uti i� 44.9 /o ICU Level of Se�rc A Analysis Period (min} 15 �-°-� and Phases: 3: Gulfview Hamden Future with Project 12:00 pm 10/19/2012 Future with Hampton Inn Synchro 8 Report Page 2 - '� �r��a� Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General. Info�matiQn„�'� � S�te,lnformat�on m _ Analyst RP Intersection �RRONA�O DR / HAMDEN Agency/Co. GCC Jurisdiction CLEARWATER Date Performed 10/19/12 Analysis Year FUTURE W1TH PROJECT Analysis Time Period PM PEAK Pro'ect Descri tion HAMPTON /NN East/West Street: CORONADO DR North/South Street: HAMDEN �RIVE Intersection Orientation: East-West Stud Period hrs : 0.25 �...�.--� : � Vehicle Volumes� and' Ad'ustments ,�. - - � ` F . . _ _ .� . ... _ _ � _ - _. .r, . Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L � R Volume veh/h 4 411 352 93 Peak-Hour Factor, PHF 0.91 0.91 0.91 0.97 0.91 0.91 Hourly Flow Rate, HFR 4 451 D 0 386 902 veh/h Percent Hea Vehicles 1 -- — 0 � � Median T e Two Wa Left Tum Lane RT Channelized 0 0 Lanes 0 2 0 0 1 � Confi uration �T T TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 65 3 Peak-Hour Factor, PHF 0.91 0.97 0.91 0.97 0.91 0.91 Hourly Flow Rate, HFR � 0 0 0 71 3 veh/h Percent Heav Vehicles 1 0 1 0 1 � Percent Grade (%) 0 � Flared Approach � N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 � Confi uration TR - - ,.,� _ .�v_ _ . _ __._� ___ ... _._ __. . _ _ _ . ._ ___.� . __.:�� _ �. . _ �___ .__�_ _. , _� _ .. �.�-- _ ._ _ ,_ , Dela Queue Len� th and Lev�l of Service + - � Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT TR v (vehlh) 4 74 C (m) (veh/h) ?046 2�4 v/c 0.00 0.27 95% queue length 0.01 1.06 Controf Delay (s/veh) 8.5 22'9 LOS A C Approach Delay (s/veh) -- -- 22.9 Approach LOS -- -- C Copyright m 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 10/192012 9:18 AM file://C:\Dacuments and Settings�rpergolizzi.GULFCOAST1Loca1 Settings\Temp\u2kAE.tmp 10/19/2012 � �T'Cv�'�'Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General� lnformation � =. - :�' Site Informat�on�. . - Analyst RP Intersection S. GULFVIEW/DRICEWAY Agency/Co. GCC Jurisdiction CLEARWATER Date Performed 10/19/2012 Analysis Year FUTURE WITH PROJECT Analysis Time Period PM PEAK Pro'ect Descri tion East/West Street: S. GULFVIEW BLVD North/South Street EAST DR/VEWAY Intersection Orientation: East-Wesf Stud Period hrs : 0.25 . �. _� e. _�� j�� T_..�.- - - � �--, , �-r-.,, _,-„-�-�- , .--�-- Vehicte Volumes andyAd'u.stments = _ ' = �' . .� ` - . - � ` . -� �' Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 549 24 14 522 Peak-Hour Factor PHF 1.00 0.93 0.93 0.93 0.93 1.00 Hourly Flow Rate, HFR p 590 25 15 561 0 veh/h Percent Hea Vehicles 0 — — 2 � � Median T e Undivided RT Channelized 0 0 Lanes 0 2 0 0 1 � Confi uration T TR LT U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 32 �9 Peak-Hour Factor PHF 0.93 1.00 0.93 1.00 1.OQ 1.00 Hourly Flow Rate, HFR 34 Q 20 p p 0 veh/h Percent Hea Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 � RT Channelized 0 0 Lanes 0 0 0 0 0 � Confi uration LR -- __..__— _ __,_ _ ___ _—,_. _. _ --- _ ^._. _ .___ ..- _ — _ �.�....�,�.�� .._.:—�.. _ Dela� Queue Len � th and Level of Service �- Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (veh/h) �5 54 C (m) (veh/h} 961 246 v/c 0.02 0.22 95% queue length 0.05 0•82 Controi Delay (s/veh) 8.8 23.7 LOS A C Approach Delay (s/veh) -- -- 23• 7 Approach LOS — -- C Copyright � 2010 University of Florida, All Rights Reserved HCS+rM Version 5.6 Generated: 10/19/2012 9:21 AM file://C:�Documents and Settings�rpergolizzi.GULFCOAST1Loca1 Settings\Temp\u2kB3.tmp 10/19/2012