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HDA2013-08001LL Planning & Development Department ° � earwater � Hotel Density Reserve " Development Agreement Application IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLET �"•�^��erinN. ANY MISLEADING, DECEPTIVE, iNCOMPIETE OR INCORRECT INFORMATION MAY INVALIDATE Hg�� g GULF V � E ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND C � �013-08001 W B LVD ) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON Enchantment LLC A TOTAL OF 15 COMPLETE SETS OF PLANS AND APPLICATIO� Zoning: Tourist N ARE TO BE SUBMITTED FOR INITIAL REVIEW BY THE CITY COUNCIL. �ua�c�"..... ._ At�as #; 28rjq tE AN ADDITIONAL 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 Wri��. ._..__ _JD APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. APPLICATION FEE: $1,500 PROPERTY OWNER (PER DEED): ENCHANTMENT LLC MAILING ADDRESS: 691 GULFVIEW BLVD S., CLEARWATER FL33767 PHONE NUMBER: 727421-1250 EMAIL: Uday Lele <udayl@enchantmentresidences.com> AGENT OR REPRESENTATIVE: ED HOOPER MAILING ADDRESS: PO BOX 4268, CLEARWATER FL 33756 PHONE NUMBER: 727 458-4571 EMAII: Ed Hooper <ehooperi @aol.com> ADDRE55 OF SUBJECT PROPERTY: 691 GULFVIEW BLVD. S., CLEARWATER FL 33767 PARCEL NUMBER(S): 17-29-15-05004-003-0160 LEGAL DESCRIPTION: BAYSIDE SUB NO. 5 BLK C, LOTS 16 THRU 19 & RIP RTS & LAND ON S OF LOT 19 PROPOSED USE(5): HOTEL DESCRIPTION OF REQUEST: A DEVELOPMENT AGREEMENT REQUEST TO AILOCATE 93 HOTEL ROOMS FROM Specifically identify the request THE HOTEL DENSITY RESERVE FOR USE AS PART OF A 203 ROOM HOTEL. (indude all requested code flexibility; e.g., reduction in required number of parking spaces, height, set6acks, lot size, lot width, specific use, etc. J: Planning & Development Department, 100 S. Myrtle Avenue, Cl�rwater, FL 33756, Tel: 727-562-4567; Fax: 727-562•4865 Page 1 of 4 0�1� ° Clearwat r e 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 IN YOUR APPLICATION BEING fOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE LAND USE PLAN DESIGNATION: EXISTING USE: PROPOSED USE: 64,294.56 SF 58,959.5 SF "T" SITE AREA: 5,335.06 SF "OSR" sq. ft. TOURIST "T", OPEN SPACE RECREATION "OS/R" RESORT FACILITY HIGH HOTEL HOTEL 1.476 ACRES acres GRO55 FLOOR AREA (approximate square footages): DENSITY (rooms per acre): Hotei Use: 170,914 sq. ft. Existing: 110 Accessory Uses: 22,255 sq.ft. Proposed: 203 Total: 193,169 sq. ft. Maximum Permitted: 150/AC = 203 IN "T" DISTRICT ONLY BUIIDING COVERA6E/FOOTPRINT (1" floor square footage of all buildings): Existing: 8,976 sq. ft. ( 11.96 % of site) Proposed: 39,190 sq. ft. ( 60.95 % of site) Maximum Permitted: N/A sq. ft. ( N/A °/a of site) IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: 50,395 SF - 78.38% Proposed: 41,575 SF - 64.66% Maximum Permitted: .95 OFF-STREET PARKING Existing: 108 Proposed: 244 Minimum Required: 244 BUILDING HEIGHT: Existing: 69.75' Proposed: 150'-0" ABOVE BFE 12 Maximum Permitted: 150'-0" STATE OF FLORIDA, COUNTY OF PINEILAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this _ �� day of representations made in this application are true and accurate to the best of my knowledge and authorize � G � �G� 3 . to me and/or by City representatives to visit and photograph the . , who is personally known has property descri ed in is pplication. produced �r; ur � fi .:� n' as identification. ,s , .. � � / "_;� - �,,� �� _ , ._____- Signature of property owner or representative Notary public, My commission expires: X�0 �/. �� ri i y Planning & Development Depa . , , 6, Tel: 727-562-4567; Fax: 727-562-4865 ;.,� ,,, Page 2 of 4 ��,a1Pa� °�e�� LISA CODY O6/13 � .`� : Notary Publie - State of Fiorida 3N„� �or; My Comm. Expires Nov 9, 2014 '%''F d?.•' �,,,oF� �,,. • Commission � EE 41036 0 � C earwa ter Planning & Development Department Hotel Density Reserve � Development Agreement Application Site Plan Submittal Packa e Checklist IN ADDITION TO THE COMPLETED DEVELOPMENT AGREEMENT APPLICATION, ALL DEVELOPMENT AGREEMENT APPLICATIONS SHALL INCIUDE AN INITIAL SUBMITTAL 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. ❑ A massing study that illustrates the building form (including stepbacks) on all sides of the building. ❑ 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 facitities and services; and a schedule to assure that the public facilities and services are avaitable 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�0 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 agreement. 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, restrictions 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 shall not relieve the developer of the necessity of complying with the �aw 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 develqpment 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 development agreement, and that such modifications are specifically anticipated in the development agreement. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 4 O6/13 0 � C earwater Planning & Development Department Hotel Density Reserve � Development Agreement Application Affidavit to Authorize Agent/Representative 1. Provide names of all property owners on deed — PRINT full names: ENCHANTMENT LLC 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 691 SOUTH GULFVIEW BLVD., CLEARWATER FLORIDA, 33767 3. That this property constitutes the property for which a request for (describe request): A DEVELOPMENT AGREEMENT REQUEST TO ALLOCATE 93 HOTEL ROOMS FROM THE HOTEL DENSITY RESERVE FOR USE AS PART OF A 203 ROOM HOTEL. 4. That the undersigned (has/have) appointed and (does/do) appoint: ED HOOPER, PO BOX 4268, CLEARWATER Fl 33756, 727-458-5471 EHOOPERl@AOL.COM as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; S. 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/we), the undersi ned a hority, hereby certify that the foregoing is true and correct. operty 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 ��/ � ,As�- , �v.� �_, PERSONALLY APPEARED . ��,;.,.�� -�-_ WHO HAVING BEEN FIRST DULY SWORN LISA CODY Notary Public - State of Florida My Comm. Expires Nov 9, 2014 Commission # EE 41036 Notary Seal/Stamp ANDS THE CONTENTS OF TkiE AFFIDAVIT THAT HE/SHE SIGNED. t Notary Public Signature My Commission Expires: J�� / � � (�� Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 4 of 4 O6/13 r� DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ("AGREEMENT") is dated the day of , 2013, and entered into between ENCHANTMENT, LLC ("Developer"), its successors and assigns, and the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida acting through its City Council, the governing body thereof ("City"). RECITALS: WHEREAS, one of the major elements of the City's revitalization effort is a plan for the revitalization of Clearwater Beach entitled Beach by Design; and WHEREAS, Sections 163.3220 - 163.3243, Florida Statutes, which sets forth the Florida Local Government Development Agreement Act ("Act"), authorizes 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 163.3223 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, 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 Developer controls approximately 1.476 acres of which 58,959.5 square feet is zoned "Tourist"; 5,335.06 square feet is zoned "Open Space Recreational"; of real property ("Property") in the corporate limits of the City, more particularly described on Exhibit "A" attached hereto and incorporated herein; and WHEREAS, the Developer desires to develop the Property to add overnight accommodation units, restaurant, meeting space for guest use, spa for guest use only, pool, lobby and parking with parking spaces, generally conforming to the architectural elevation dimensions shown in composite Exhibit "B"; and WHEREAS, upon completion the planned resort will contain 203 units, which includes Ninety-three (93) units from the available Hotel Density Reserve: WHEREAS, the City has conducted such hearings as are required by and in accordance with Chapter 163.3220 Fla. Stat. (2012) and any other applicable law; and WHEREAS, the City has determined that, as of the Effective Date of this Agreement, the proposed project is consistent with the City's Comprehensive Plan and Land Development Regulations; and WHEREAS, the City has determined that, as of the Effective Date of this Agreement, 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 by §§ 4-206 and 4-606 of the Community Development Code; and WHEREAS, at a duly called public meeting on October 3, 2013, the City Council approved this Agreement and authorized and directed its execution by the appropriate officials of the City; and WHEREAS, the Community Development Board approved the design and site plan as FLD2013- on , 2013, conditioned upon the approval and execution of this Agreement; and WHEREAS, approval of this Agreement is in the interests of the City in furtherance of the City's goals of enhancing the viability of the resort community and in furtherance of the objectives of Beach by Design; and WHEREAS, Developer has approved this Agreement and has duly authorized certain individuals to execute this Agreement on Developer's behalf. STATEMENT OF AGREEMENT In consideration of and in reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency 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 authority 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. Property Subiect to this A�reement. The Property described in Exhibit "A" is subject to this Agreement ("Property"). 3.1 The Property currently has a land use designation of Resort Facilities High (RFH) and is zoned Tourist (T). 3.2. The Property is owned in fee simple or under contract to be owned in fee simple by the Developer. 3.3 The Property is generally located at 691 S. Gulfview Blvd., Clearwater, Florida 33767 as more further described in Exhibit "A". 2 SECTION 4. Scone of Proiect. 4.1 The Project shall consist of no more than 203 overnight accommodation units. Such units may be traditional hotel rooms or fractional ownership units, as defined by the Community Development Code. The Project shall receive Ninety-Three (93) units from the Hotel Density Reserve as defined in Beach by Design. None of the units received from the Hotel Density Reserve will be designated as fractional ownership units. 4.2 The Project shall include 244 parking spaces, as defined in the Community Development Code. 4.3 The design of the Project, as represented in Exhibit "B", is consistent with Beach by Design, except as otherwise shown on Exhibit "B." 4.4 No more than 25% of overnight accommodation units shall have full kitchens. Such kitchens shall be limited to those units identified on the plans in Exhibit "B" as "suites" and shall not be located in any unit received from the Hotel Density Reserve. 4.5 The height shall not exceed One Hundred-Fifty (150) feet from Base Flood Elevation, as defined in the Code. SECTION 5. Effective Date/Duration of this A�reement. 5.1 This Agreement shall not be effective until this Agreement is properly recorded in the public records of Pinellas County, Florida, and thirty (30) days have elapsed after having been received by the Department of Community Affairs pursuant to Florida Statutes Section 163.3239 and Clearwater Community Development Code Section 4606G. 2. 5.2 Within fourteen (14) days after the City approves the execution of this Agreement, the City shall record the Agreement with the Clerk of the Circuit Court for Pinellas County. The Developer shall pay the cost of such recording. The City shall submit to the Department of Community Affairs a copy of the recorded Agreement within fourteen (14) days after the Agreement is recorded. 5.3 This Agreement shall continue in effect until terminated, as defined herein, but for a period not to exceed ten (10) years. SECTION 6. Obli�ations under this A�reement. 6.1 Obligations of the Developer: 6.1.1 The obligations under this Agreement shall be binding upon and the benefits of this Agreement shall inure to the Developer, its successors in interests ar assigns. 3 6.1.2 At the time of development of the Property, the Developer will submit such applications and documentation as are required by law and shall comply with the City's Code applicable at the time of building permit review. Property: 6.1.3 The following restrictions shall apply to development of the 6.1.3.1 The Property and improvements located thereon shall be developed in substantial conformance with the Site Plan attached as Exhibit "B" and approved by the City Council as case number 2013- Any minor revisions or changes to the Site Plan shall be consistent with the approved Site Plan and shall be approved by the Planning Director as a minor modification, pursuant to the Code. Any modifications determined by the Planning Director as either inconsistent with the approved Site Plan or constituting a substantial deviation from the approved Site Plan, as defined in the Code, and thus requiring further approval by the City Council or the Community Development Board shall require an amendment to this Agreement in accordance with the procedures of the Act and the Code, as necessary and applicable. Any and all such approved and adopted amendments shall be recorded in the public records of Pinellas County, Florida. 6.1.3.2 The Developer shall obtain permits and commenced construction on the development within four (4) years from the effective date of this Agreement ("Commencement Date"). Nothing herein shall restrict Developer from seeking an extension of this Agreement, and the Commencement Date, pursuant to the Code. 6.1.3.3 The Developer shall execute, prior to commencement, a mandatory evacuation/closure covenant, substantially in the form of Exhibit "C," that the accommodation use will close as soon as practicable after a hurricane watch that includes Clearwater Beach is posted by the National Hurricane Center. 6.1.4 Covenant of Unified Use. Prior to the issuance of the first building permit for the Project, the Developer hereby agrees to execute the covenant of unified use and development for the Project Site providing that the Project Site shall be developed and used as a single project, the form of which covenant is attached as Exhibit "D"; provided however, that nothing shall preclude the Developer from selling the Fractional Share Units or from selling all or a portion of the Developer's Property in the event that Developer determines not to construct the Project. It is understood and agreed that, in the event that the Developer enters into the anticipated covenant of unified use and development, and the Developer elects not to construct the Project and notifies the City of its election in writing, and, alternatively, as of the date of expiration, termination or revocation any rights of Developer to incorporate the Hotel Density Reserve Units into the Project, the City shall execute and deliver to the Developer a termination � of such covenant of unified use and development suitable for recording in the Public Records of Pinellas County, Florida. 6.1.5 Return of Units to Reserve Pool. Any units granted to Developer from the Hotel Density Reserve not timely constructed in conjunction with the Project approved by FLD 2013- shall be returned to the Hotel Density Reserve. 6.1.6 Transient Use. Occupancy in the overnight accommodation units from the hotel density is limited to a term of less than one (1) month or thirty (30) consecutive days, whichever is less. Nothing herein shall prevent a purchaser of a fractional share unit from owning a period of time greater than thirty (30) days, provided every occupancy is limited to thirty (30) consecutive days or one (1) month. 6.1.7 Inspection of Records. Developer shall make available for inspection to the City its books and records pertaining to each Hotel Density Reserve unit upon reasonable notice to confirm compliance with these regulations as allowed by general law. 6.2 Obligations of the City. 6.2.1 The City shall promptly process site and construction plan applications for the Property that are consistent with the Comprehensive Plan and the Concept Plan and that meet the requirements of the Code. 6.2.2 The final effectiveness of the re-designations referenced in Section 6.2.1 is subject to: 6.2.2.1 The provisions of Chapters 163 and 166, Florida Statutes, as they may govern such amendments; and 6.2.2.2 The expiration of any appeal periods or, if an appeal is filed, at the conclusion of such appeal. 6.2.3 The Project shall receive Ninety-Three (93) units from the Hotel Density Reserve as defined in Beach by Design. SECTION 7. Public Facilities to Service Development. The following public facilities are presently available to the Property from the sources indicated below. Development of the Property will be governed by the concurrency ordinance provisions applicable at the time of development approval. With respect to transportation and other public infrastructure and services subject to concurrency requirements, all applicable concurrency provisions for the proposed development have been met, including the Metropolitan Planning Organization concurrency management. 7.1 Potable water is available from the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 5 7.2 Sewer service is currently provided by the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 7.3 Fire protection from the City. 7.4 Drainage facilities for the Property will be provided by the Developer at the Developer's sole expense. 7.5 All improvements associated with the public facilities identified in Subsections 7.1 through 7.4 shall be completed prior to the issuance of any certificate of occupancy. SECTION 8. Required Local Government Permits. The required local government development permits for development of the Property include, without limitation, the following: 8.1 Site plan approval(s) and associated utility licenses, access, and right-of- way utilization permits; 8.2 Construction plan approval(s); 8.3 Building permit(s); and 8.4 Certificate(s) of occupancy. SECTION 9. Consistency. The City iinds that development of the Property is consistent with the terms this Agreement is consistent with the City Comprehensive Plan and the Code. SECTION 10. Termination. 10.1 If the Developer's obligations set forth in this Agreement are not followed in a timely manner, as reasonably determined by the City Manager, after notice to the Developer and an opportunity to be heard, existing permits shall be administratively suspended and issuance of new permits suspended until the Developer has fulfilled its obligations. Failure to timely fulfill its obligations may serve as a basis for termination of this Agreement by the City, at the discretion of the City and after notice to the Developer and an opportunity for the Developer to be heard. SECTION 11. Other Terms and Conditions. 11.1 Except in the case of termination, until twenty (20) years after the date of this Agreement, the Property shall not be subject to down-zoning, unit density reduction, or intensity reduction, unless the City has held a public hearing and determined: 11.1.1 That substantial changes have occurred in pertinent conditions existing at the time of approval of this Agreement; or :� 11.1.2 This Agreement is based on substantially inaccurate information provided by the Developer; or 11.1.3 That the change is essential to the public health, safety, or welfare. SECTION 12. Compliance with Law. The failure of this Agreement to address any particular permit, condition, term or restriction shall not relieve the Developer from the necessity of complying with the law governing such permitting requirements, conditions, terms or restrictions. SECTION 13. Notices. Notices and communications required or desired to be given under this Agreement shall be given to the parties by hand delivery, by nationally recognized overnight courier service such as Federal Express, or by certified mail, return receipt requested, addressed as follows (copies as provided below shall be required for proper notice to be given): If to the Developer: Uday Lele 691 South Gulfview Blvd Clearwater, Florida, 33767 With Copy to: Brian J. Aungst, Jr., Esq. Macfarlane Ferguson & McMullen, P.A. 625 Court Street, Suite 200 Clearwater, FL 33756 If to City: City of Clearwater, City Attorney ATTN: Pamela Akin, Esq. 112 South Osceola Avenue Clearwater, FL 33756 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next business day after deposit with an overnight courier service for next day delivery, or on the third 3rd day following deposit in the United States mail, certified mail, return receipt requested. The parties may change the addresses set forth above (including the addition of a mortgagee to receive copies of all notices), by notice in accordance with this Section. SECTION 14. Assignments. 14.1 By the Developer: 14.1.1 Prior to the Commencement Date, the Developer may sell, convey, assign or otherwise dispose of any or all of its right, title, interest and obligations in and to the Project, or any part thereof, only with prior written notice to the City, provided that such party (hereinafter referred to as the "assignee"), to the extent of the sale, conveyance, assignment or other disposition by the Developer to the assignee, shall be bound by the terms of this Agreement the same as the Developer 7 for such part of the Project as is subject to such sale, conveyance, assignment or other disposition. 14.1.2 If the assignee of the Developer's right, title, interest and obligations in and to the Project, or any part thereof assumes all of the Developer's obligations hereunder for the Project, or that part subject to such sale, conveyance, assignment or other disposition, then the Developer shall be released from all such obligations hereunder which have been so assumed by the assignee, and the City agrees to execute an instrument evidencing such release, which shall be in recordable form. 14.1.3 An assignment of the Project, or any part thereof, by the Developer to any corporation, limited partnership, limited liability company, general partnership, or joint venture, in which the Developer (or an entity under common control with Developer) has either the controlling interest or through a joint venture or other arrangement shares equal management rights and maintains such controlling interest or equal management rights shall not be deemed an assignment or transfer subject to any restriction on assignments or transfers imposed by this Agreement, provided, however, that notice of such assignment shall be given by the Developer to the City not less than thirty (30) days prior to such assignment being effective and the assignee shall be bound by the terms of this Agreement to the same extent as would the Developer in the absence of such assignment. 14.1.4 No assignee, purchaser, sublessee or acquirer of all or any part of the Developer's rights and obligations with respect to any one Parcel shall in any way be obligated or responsible for any of the Developer's obligations with respect to any other Parcel by virtue of this Agreement unless and until such assignee, purchaser, sublessee or acquire has expressly assumed the Developer's such other obligations. 14.1.5 Notwithstanding any other provision of this paragraph, the sale of individual Interval Ownership Units in the ordinary course of business shall not be subject to the requirements of this paragraph. 14.2 Successors and Assigns. The terms herein contained shall bind and inure to the benefit of the City, and its successors and assigns, and the Developer and, as applicable to the parties comprising Developer, their personal representatives, trustees, heirs, successors and assigns, except as may otherwise be specifically provided herein. SECTION 15. Minor Non-Compliance. The Developer will not be deemed to have failed to comply with the terms of this Agreement in the event such noncompliance, in the judgment of the City Manager, reasonably exercised, is of a minor or inconsequential nature. SECTION 16. Covenant of Cooperation. The parties shall cooperate with and deal with each other in good faith and assist each other in the performance of the provisions of this Agreement and in achieving the completion of development of the Property. : SECTION 17. Apnrovals. Whenever an approval or consent is required under or contemplated by this Agreement such approval or consent shall not be unreasonably withheld, delayed or conditioned. All such approvals and consents shall be requested and granted in writing. SECTION 18. Completion of A�reement. Upon the completion of performance of this Agreement or its revocation or termination, a statement evidencing such completion, revocation or termination shall be signed by the parties hereto and recorded in the official records of the City. SECTION 19. Entire Agreement. This Agreement (including any and all Exhibits attached hereto all of which are a part of this Agreement to the same extent as if such Exhibits were set forth in full in the body of this Agreement), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof. SECTION 20. Construction. The titles, captions and section numbers in this Agreement are inserted for convenient reference only and do not define or limit the scope or intent and should not be used in the interpretation of any section, subsection or provision of this Agreement. Whenever the context requires or permits, the singular shall include the plural, and plural shall include the singular and any reference in this Agreement to the Developer includes the Developer's successors or assigns. This Agreement was the production of negotiations between representatives for the City and the Developer and the language of the Agreement should be given its plain and ordinary meaning and should not be strictly construed against any party hereto based upon draftsmanship. If any term or provision of this Agreement is susceptible to more than one interpretation, one or more of which render it valid and enforceable, and one or more of which would render it invalid or unenforceable, such term or provision shall be construed in a manner that would render it valid and enforceable. SECTION 21. Partial Invalidity. If any term or provision of this Agreement or the application thereof to any person or circumstance is declared invalid or unenforceable, the remainder of this Agreement, including any valid portion of the invalid term or provision and the application of such invalid term or provision to circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and shall with the remainder of this Agreement continue unmodified and in full force and effect. Notwithstanding the foregoing, if such responsibilities of any party hereto, to the extent that the purpose of this Agreement or the benefits sought to be received hereunder are frustrated, such party shall have the right to terminate this Agreement upon fifteen (15) days written notice to the other parties. SECTION 22. Code Amendments. Subsequently adopted ordinances and codes of the City which is of general application not governing the development of land shall be applicable to the Property, and such modifications are specifically anticipated in this Agreement. 0 SECTION 23. Governin� Law. This Agreement shall be governed by, and construed in accordance with the laws of the State of Florida without regard to the conflict of laws principles of such state. SECTION 24. Counterparts. This Agreement may be executed in counterparts, all of which together shall continue one and the same instrument. SECTION 25. Amendment. This Agreement may be amended by mutual written consent of the City, the Developer, and the Association so long as the amendment meets the requirements of the Act, applicable City ordinances, and Florida law. IN WITNESS WHEREOF, the parties have hereto executed this Agreement the date and year first above written. In the Presence of: Print Name Print Name As to "Developer" Print Name: Print Name As to "City" CITY OF CLEARWATER, FLORIDA I� William B Horne II, City Manager Attest: Rosemarie Call, City Clerk Countersigned: George N. Cretekos, Mayor 10 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument , 2013, by or has [ ] produced STATE OF FLORIDA COUNTY OF PINELLAS Approved as to Form: Leslie K. Dougall-Sides Assistant City Attorney was acknowledged before me this day of He is [] personally known to me as identification. Notary Public Print Name: My Commission Expires: The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 11 EXHIBIT "A" Legal Description of Project Site 13 EXHIBIT "C" COVENANT REGARDING HURRICANE EVACUATION And DEVELOPMENT, USE AND OPERATION DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION OF COVENANTS AND RESTRICTIONS ("Declaration") is made as of the day of , 2013, by ("Developer"). Developer is the owner of fee simple title to the real property described in Schedule 1 attached hereto and made a part hereof (hereinafter, the ("Real Property"). The City of Clearwater, Florida (the "City"), has amended it's Comprehensive Plan to designate Clearwater Beach as a Community Redevelopment District pursuant to the Pinellas County Planning Council Rules in order to implement the provisions of Beach by Design, a plan for the revitalization of Clearwater Beach. The designation of Clearwater Beach as a Community Redevelopment District (the "Designation") provides for the allocation of Hotel Density Reserve Units as an incentive for the development of mid-size quality hotels. Pursuant to the Designation, the allocation of Hotel Density Reserve Units is subject to compliance with a series of performance standards, including a requirement that resorts containing a hotel developed with Hotel Density Reserve Units shall be closed and all Guests evacuated from such resorts as soon as practicable after the National Hurricane Center posts a hurricane watch that includes Clearwater Beach. The purpose of such evacuation is to ensure that such a Resort Hotel is evacuated in advance of the period of time when a hurricane evacuation would be expected in advance of the approach of hurricane force winds. The City has granted, by City Council Resolution , passed and approved on , 2013, Developer's application for Hotel Density Reserve Units pursuant to the Designation, subject to Developer's compliance with the requirements of the Designation. Developer desires for itself, and its successors and assigns, as owner, to establish certain rights, duties, obligations and responsibilities with respect to the use and operation of the Real Property in accordance with the terms and conditions of the allocation of the Hotel Density Reserve Units to the City and the Designation, which rights, duties, obligations and responsibilities shall be binding on any and all successors and assigns and will run with the title to the Real Property. THEREFORE, in consideration of the covenants and restrictions herein set forth and to be observed and performed, and in further consideration of the allocation of Hotel Density Reserve Units to Developer, and other good and valuable consideration, the sufficiency of which is hereby acknowledged, Developer hereby declares, covenants and agrees as follows: 1. Benefit and Enforcement. These covenants and restrictions are made for the benefit of Developer and its successors and assigns and shall be enforceable by them and also for the benefit of the residents of the City and shall be enforceable on behalf of said residents by the City Council of the City. 2. Covenant of Development, Use and Operation. Developer hereby covenants and agrees to the development, use and operation of the Real Property in accordance with the provisions of this Declaration. 2.1 Use. The use of the resort on the Real Property is restricted as follows: 2.1.1 A minimum of Ninety-Three units, which is the number of hotel units allocated to Developer, shall be used solely for transient occupancy of one month or thirty (30) consecutive days or less, must be licensed as a public lodging establishment and classified as a hotel, and 15 must be operated by a single licensed operator of the hotel. No such hotel unit shall be used as a primary or permanent residence. 2.1.2 All other units shall be licensed as a public lodging establishment. No unit shall be used as a primary or permanent residence. 2.1.3 As used herein, the terms "transient occupancy," "public lodging establishment," "hotel," "time share," and "operator" shall have the meaning given to such terms in Chapter 509, Part I, Florida Statutes (2012). 2.2 Closure of Improvements and Evacuation. The Hotel developed on the Real Property shall be closed as soon as practicable upon the issuance of a hurricane watch by the National Hurricane Center, which hurricane watch includes Clearwater Beach, and all Hotel guests, visitors and employees other than emergency and security personnel required to protect the resort, shall be evacuated from the Hotel as soon as practicable following the issuance of said hurricane watch. In the event that the National Hurricane Center shall modify the, terminology employed to warn of the approach of hurricane force winds, the closure and evacuation provisions of this Declaration shall be governed by the level of warning employed by the National Hurricane Center which precedes the issuance of a forecast of probable landfall in order to ensure that the guests, visitors and employees will be evacuated in advance of the issuance of a forecast of probable landfall. 3 Effective Date. This Declaration shall become effective upon issuance of all building permits required to build the project ("Project") and Developer's commencement of construction of the Project, as evidence by a Notice of Commencement for the Project. This Declaration shall expire and terminate automatically if and when the allocation of Reserve Units to the Developer expires or is terminated. 4 Governin�. This Declaration shall be construed in accordance with and governed by the laws of the State of Florida. 5 Recordin�. This Declaration shall be recorded in the chain of title of the Real Property with the Clerk of the Courts of Pinellas County, Florida. 6 Attorneys' Fees. Developer shall reimburse the City for any expenses, including reasonable attorneys' fees, which are incurred by the City in the event that the City determines that it is necessary and appropriate to seek judicial enforcement of this Declaration and the City obtains relief, whether by agreement of the parties or through order of a court of competent jurisdiction. 7 Severability. If any provision, or part thereof, of this Declaration or the application of this Declaration to any person or circumstance will be or is declared to any extent to e invalid or unenforceable, the remainder of this Declaration, or the application of such provision or portion thereof to any person or circumstance, shall not be affected thereby, and each and every other provision of this Declaration shall be valid and enforceable to the fullest extent permitted by law. IN WITNESS WHEREOF, Developer has caused this Declaration to be executed this day of . 2013. In the Presence of: : Print Name 16 Print Name ' As to "Developer" CITY OF CLEARWATER, FLORIDA : Print Name: Print Name As to "City" Attest: William B Horne II, City Manager Rosemarie Call, City Clerk Countersigned: George 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 this day of , 2013, by He is [ J personally known to me or has [ ] produced as identification. STATE OF FLORIDA Notary Public Print Name: My Commission Expires: 17 COUNTY OF PINELLAS The faregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [] personally known to me or who has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 18 EXHIBIT "D" COVENANT OF UNIFIED USE PLEASE RETURN RECORDED DOCUMENT TO: COVENANT OF UNIFIED USE THIS COVENANT OF iJNIFIED USE (the "Agreement") is executed this day of , 2013, by ("Developer"). WITNESSETH: WHEREAS, Developer is the owner of the real property legally described on Schedule "A" attached hereto and incorporated herein by reference (the "Real Property"); and WHEREAS, Developer and the City of Clearwater, Florida (the "City") are parties to that certain Development Agreement dated , 2013 (the "Development Agreement"), pursuant to which the City has agreed that Developer may develop and construct upon the Real Property a hotel project as described in the Development Agreement (the "Project"); and WHEREAS, Developer intends to develop and operate the Real Property for a unified use, as more particularly described in this Agreement. NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Developer does hereby agree that, effective as of the date on which Developer receives all permits required to construct the Project and Developer commences construction thereof, as evidenced by a Notice of Commencement for the Project, the Real Property shall be developed and operated as a hotel and fractional share/interval ownership project, as described in the Development Agreement. The restrictions set forth in the preceding sentence shall expire automatically when and if Developer's allocation of additional hotel units (as defined in the Development Agreement) expires or is terminated. Nothing in this Agreement shall require Developer to develop the Project or restrict Developer's ability to sell, assign, transfer or otherwise convey its right in and to the Real Property or any portion or portions thereof to unrelated third-parties. Further, nothing in this Agreement shall preclude the purchase and sale of one or more Fractional Share Units to be constructed as a part of the Project (the "Fractional Ownership") (or Hotel Units (as defined in the Development Agreement) if sold in a condominium form of ownership), to separate, unrelated third parties, provided that such Fractional Share Ownership or Hotel Units are operated and occupied as part of the Project as a single unified project throughout the term of this Agreement. Developer agrees that the City shall have the right to enforce the terms and conditions of this Agreement. Notwithstanding the foregoing, all Hotel Units may be operated by a single hotel operator and all Fractional Share Units may be operated by a different, single management firm/operator. IN WITNESS WHEREOF, Developer has caused this Agreement to be executed this day of . 2013. 19 � In the Presence o£ I: Print Name Print Name As to "Developer" CITY OF CLEARWATER, FLORIDA : Print Name: Print Name As to "City" Attest: William B Horne II, City Manager Rosemarie Call, City Clerk Countersigned: George 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 this day of , 2013, by He is [ ] personally known to me or has [ ] produced as identification. Notary Public Print Name: My Commission Expires: 20 � STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this day of , 2013, by WILLIAM B. 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SOUTI{ GULFyIEW BOUIEVARD . .. .. . .. .. ... ... . � � � � ELEVENTH-FOURTEENTH FLOOR PLAN �' — � _ _ � PRQIECTNORTH � H ��;� � � �� . �� a� as� � W W � � O mn�vw�c . �- �— ��LELE13.01� LEVELS 11-14 g� � 2013.08.01 A2 9 Level L14 L13 L12 L11 L10 L9 L8 L7 L6 L5 L4 L3 L2 L1 11 11 11 11 10 31 31 31 8 12 12 12 12 203 Parki 42 68 68 56 10 Z� Hotel 10, 000 10, 000 10, 000 10, 000 10, 000 21, 600 21, 600 21, 600 10, 645 8, 800 8, 800 8, 800 10, 859 8, 210 170, 914 193,169 The Views - Tabulations Building envelope A re a a bove 45 � Accessory Garage height 0 43,790 0 43, 790 0 43, 790 0 43, 790 0 43,790 0 43, 790 0 43, 790 0 43, 790 8,105 43, 790 151,320 x105' 15,888,600 Propose 0 17,075 43,790 437,900 x105' 45,979,500 Envelop 0 24,800 35% 35% 0 24,800 0 24, 800 14,150 11, 550 22,255 103,025 422 SF 296,194 11.52% Accessory Uses GFA Heated and cooled �� , ; �� v> / > W i W � � O J _ U a m � � 3 � a U en_,�` m_ ' �— �— ��LElE13.01 TABULATIONS I�aE� 2013.08.01 A2 12 �=-� - �;� - �� _. � _� - ��' - �� s�� — � — �J — ��_ �--+ — �� — -*� �— �-- ;.I_ ��s — j�-o- T °,i ra�,.,�� - i I +�`3°y r - r�-s�.a�� " fifi� � — 13i m — r��a:� - - �� r�-- ,i — 1 rS��—� — ' �;r�- �� - �- - - i ��' ��+ <I_ �-�' - �I "��;I- I I �-� !- I ��T' NoAh Elevotlon Easf Elevallon I scue ins�. ra' scn�e i/�s�= ra� Soufh Elevotion SCALE: I /16" = I'-0' scnie ine'= i a� T _ _ � � .�� :�. � �� ' ^ J v� LL �Q W m i � FW- W w � � O U edE=� �_ o— o— �_ ��LE�E13.01 ELEVATIONS �8��2013.08.01 A5 1 PREIIhYNARY DBiGN 0 � �� .._... . f � � ....., ...,� �: .-er r y�� . 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P�E�LElE13.01 � BUILDING COI.ORS 'W�o�T2013.08.01 A5 4 � - : s� TRAFFIC IMPACT STUDY FOR WYNDHAM GARDEN 691 SOUTH GULFVIEW BOULEVARD CLEARWATER, FLORIDA PREPARED FOR: WYNDHAM GARDEN CLEARWATER BEACH PREPARED BY: DEUEL & ASSOCIATES 565 S. HERCULES AVE CLEARWATER, FL 33764 CERTIFICATE OF AUTHORIZATION NO: 26320 ALBERT P. CARRIER, PE #53990 NLY 2013 k- r I. INTRODUCTION The applicant is proposing to redevelop the 110 room Wyndham Garden Hotel to a 203 room hotel located at 691 S. Gulfview Boulevard, Clearwater, Florida. The redevelopment of the property is the subject of a Development Agreement Application and lies 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 running 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 Boulevard 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 as a basis for this study: S. Gulfview Blvd. / Hamden Drive S. Gulfview Blvd. / Coronado Drive Coronado Drive / Hamden Drive All traffic counts were converted to annual average equivalents using FDOT seasonal adjustment factors. Existing traffic volumes are shown in Figure 2. Existing intersections were analyzed using the HCS software and the count data printouts are included in Appendix A. Presently the signalized intersection at S. Gulfview Boulevard / Coronado Drive operates at LOS A with average delay being 9.9 seconds per vehicle. Presently the signalized intersection at S. Gulfview Boulevard / Hamden Drive operates at LOS B with average delay being 16.5 seconds per vehicle. 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 8.1 seconds per vehicle and the southbound stop- controlled movements operate at LOS B with delay of 13.8 seconds per vehicle. The existing site is serviced by a western and eastern driveway. The westbound left turns entering the site operate at LOS A with an average delay of 8.4 seconds. The northbound approach exiting the site operates at LOS C with an average delay of 15.5 seconds. South Gulfview Boulevard functions as collector roadway and according to FDOT 2012 QLOS Handbook capacity tables has a LOS D capacity of 2628 vehicles per hour on the undivided segment. The segment of Gulfview Boulevard east of Hamden Drive and Caronado Drive are both three-lane collector roads with a LOS D capacity of 1197 vehicles per hour. The existing PM peak hour LOS for areas roadway segments is shown below: EXISTING ROADWAY CONDITIONS (2012) PM LOS D Posted Roadway Segment Lanes Peak LOS Table 4 Adjustments Speed Volume Capacity Limit S. �jj�ifiJ]eW Bl�!(i. — Non-StateSignalizedAoadways-IO% 3 Undivided 874 1197 C Mul�i•Undivided(ExclusiveLefllanes)-5% 25 (East of Bayway Blvd.) E_��5-+5� h k- r w �` Z' >' Q. � Q!. � m � ;' ' � _ Qe r. W � 3 �t' W ' �;; U•' WYNDHAM GARDENS N10RK ORDER 2012-1: DEUEL i�ASSOGIATES DATE:07/16/2013 CONSULTNGEN6INEERS � LANDSURVEYORS LANDPLANNERS TRAFFIC STUDY DRAWN: DES '�S�SOVTHHERGULESAVENUE LOCATION MAP CLEARWATER.FL33164 SCALE: NTS PX]2�.822d1S� vu�2�.821.�255 NNJ W.OEUELENGINEERING.GOM CERTFlGTEOFAUi}IORQATONNUMBER26320 CLEARWATER BEACH FLORIDA SHEET N0. 1 OF 3 LIGENSED BUSINE55 NUMBER 1 OJ � '�� - � isr sj,� >° > m '� 2ND gr , 0 3RD ST, . ,> '3i' ;� W i i� � � � C9 �' ,^ STH ST '1 M �F� `/ � \ }I ..�\'... �•.� /�.- � N 967 VPH TWO-WAY o= TRAFFIC SIGNAL (513 NB, 454 56) . _. ��N _ DRIVE �732 VPH TWO-WAY (355 NB, 377 SB) S BArn'AY C�� . ,cL � �_. _.. � � e�� . . DE�E� ��,SSOCIATES GONSULTNGENGINEERS , � ;CANDSURVEVORS LANDPLANNERS � 36350VT1 HERCULES AVENUE CLFARWATER. FL 33)% rw�2�.822.df51 r�x�2�.821.�253 NNJ W.OEUELENGINEERING.COM CEfiiIFlGiE OF AUTHORpATON NUMBER 2d320 LICENSFD BUSINESS NUMBER I O� SITE ' 'w ,� 0 _ W SOUTH N �, . 0 � m � � a:: at WYNDHAM GARDENS WORK ORDER 2012-1 TRAFFIC STUDY DATE:07/16/2013 DRAWN: DES =XISTING PEAK HOUR TRAFFIC (2012) SCALE: NTS CLEARWATER BEACH FLORIDA SHEET N0. 2 OF 3 � � � S. Gulfview Blvd. - No�-s�es+�+ua�a�ys-io^r. (Bayway Blvd. to Hamden Dr.) 4 Undivided 1080 2628 >C E��5 R�� ft�'-5� 25 S. Gulfview Blvd. - 2 Undivided 493 1197 >C Non•S�aleSignaliudROadways-lOYo (Hamden Dr. to Sth St.) MuW-Undivided (Exclusive Lefl Lanes) •5% 20 S. Gulfview Blvd. - 2 Undivided 611 1197 C Mw��c� usi eLefll.anes,.s� 20 (Sth St. to Coronado Dr.) EzclusrveRightLanes-+5% Coronado Dr. - 2 Divided 650 1264 C Noo-SlateSignaGUdROadwaysd0% (Hamden Dr. to Sth St.) Two-Divided(ExclusiveLeftLanes)+5% 25 Coronado Dr. - (Devon Dr. to S. Gulfview 4 Undivided 967 2628 >C Non-S�a�eSignaGzedRoadways-10% 25 Blvd.) Coronado Dr. - (S. Gulfview Blvd. to Causeway 4 Divided 1556 2628 C Non•StateSignalizedROadways-10% 25 Blvd. Roundabout) Hamden Dr. - (S. Gulfview Blvd. to Coronado 3 Undivided 732 1197 C MuIriSUndivided'(ExciusaveLefll.ane5,-5� 25 Exclusive Right I,ana -+SY BIVCl.� 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 year of 2017 to account for background traffic from other nearby redevelopment projects. In addition, traffic from this proposed Wyndham Garden Hotel, Clearwater Resort hotel complex, Hampton Inn, and Shephard's Resort were added. The site will be developed from a 110 room to a 203 room hotel with associated parking and amenities. Using Institute of Transportation Engineers (ITE) Trip Generation, 8th Edition rates, the amount of new trips was calculated and estimates are shown below: TRIP GENERATION ESTIMATES Land Use Amount Daily_Tri�s PM Peak Trins (North/South) Hote1310 (Existing) 110 Rooms 899 65 (34/31) Hote1310 (Future) 203 Rooms 1,659 120 (63/56) Difference 93 Rooms 760 55 (29/26) The vehicular access will be taken from S. Gulfview Boulevard at the existing eastern driveway and western driveways. The expected distribution is as follows: 60% to / from the north (33) 40% to / from the south (22) PROJECT IMPACT CALCULATIONS Roadway Segment Lanes Project Trips LOS D project Percent Ca acit S. Gulfview Blvd. - (East of Site) 3 22 1197 1.84% S. Gulfview Blvd. - (Site to Hamden Blvd.) 4 33 2628 1.26% `^ `. I S. Gulfview Blvd. - (Hamden Dr. to Coronado Dr.) Coronado Dr. - (Hamden Dr. to Sth St.) Coronado Dr. - (Sth St. to S. Gulfview Blvd.) Coronado Dr. - (S. Gulfview Blvd. to Causeway Blvd. Roundabout) Hamden Dr. - (S. Gulfview Blvd. to Coronado Blvd.) 2 2 4 4 3 12 21 21 33 21 1197 1131 2628 2628 1197 1.00% 1.86% 0.80 % 1.26% 1.75% 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 HCS printouts are included in Appendix B. The signalized intersection at S. Gulfview Boulevard / Coronado Drive would continue to operate at LOS B with average delay of 10.3 seconds per vehicle. The signalized intersection at S. Gulfview Boulevard / Hamden Drive would continue to operate at LOS C with average delay being 223 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 15.9 seconds per vehicle. The proposed site will also be serviced by a western and eastern driveway. The westbound left turns entering the site operate at LOS A with an average delay of 9.0 seconds. The northbound approach exiting the site operates at LOS C with an average delay of 21.8 seconds. FUTURE ROADWAY CnN1�TTT(�NS WTTH PR(1TRC'T PM LOS D Posted Roadway Segment Lanes Peak Capacity LOS Table 4 Adjustments Speed Volume Limit Non-State Signalized Roadways •10% S. Gulfview Blvd. - 3 Undivided 1141 1197 C Mul�i-Undivided(Exclusivel.e�tlanes)-S% 2g Ezclus�ve RigN Lanes -+5 % (East of Ba wa Blvd. S. Gulfview Blvd. - 4 Undivided 1373 2628 C MuItSUndividedt(EZCUSi eLeflLa�s)-5% 25 Exclusive Right Lana -+5 % Ba wa Blvd. to Hamden Dr. S. Gulfview Blvd. - 2 Undivided 580 1197 >C M i�su�`,as�a�w�� uaia «>-s� 20 (Hamden Dr. to Sth St.) S. Gulfview Blvd. - 2 Undivided 725 1197 C M i Su a��c��i� �R �i.°��° �-sr 20 Exclusrve RigM Lana •+5% Sth St. to Coronado Dr. Coronado Dr. - 2 Divided 806 1264 C Turo-D�eded�(ExclusiRve�LeftyLana)+S% 25 (Hamden Dr. to Sth St.) Coronado Dr. - (Devon Dr. to S. Gulfview 4 Undivided 1249 2628 C NonS�a�eSig�alizedROadways-10% 25 Blvd.) Coronado Dr. - (S. Gulfview Blvd. to Causeway 4 Divided 1952 2628 C Non-SlateSigneliudRoadways-10°/. 25 Blvd. Roundabout) r � '� `� � C9 i isr Sr -. 1249 VPH TWO-WAY o' � i (671 NB, 578 S8) m !' �' .. o 2Np ST ; -_ .., _ DRIVE 3RD ST ' __ ; ... >,' �:: o; . . -.... . ., , BRIGryT _ WATER .. DRIVE STH Sr ;o. ,o, Q �° o ;, � _ _ _ . . oR/�� 943 VPH TWO-WAY (474 NB, 469 S8) _� I I%r.. ./`I ; � � o = TRAFFIC SIGNAL DEUEL c�ASSOGIATES CONSUITING ENGINEERS � LANDSURVEVORS LANDPIANNERS 'S65 SOURI HEflGULES AVENUE GLEARWAIER. FL 33'l66 vn]Y).822.6151 ��x�2�.821.]235 NNJ W.OEUELENGINEERING.GOM CEHLIFlCATE OF RULHORQATON Nl1M8ER 26320 LIGENS W BUSINE55 NUMBER I Ol i1'YNDHAM GARDENS TRAFFIC STUDY ':w '� O ;x w SOUTH � � _ o; �': m! �' �'. WORK ORDER�2012-153 DATE: 07/16/2013 DRAWN: DES FUTURE PEAK HOUR TRAFFIC (2017) SCALE: NTS CLEARWATER BEACH FLORIDA SHEET N0. 3 OF 3 L i Hamden Dr. - Non-State Signatized Roadways-10% (S. Gulfview Blvd. to Coronado 3 Undivided 943 1197 C Multi-Undivided(ExclusiveLeftLaces)•5°/. 25 Ex�i�� w�x � . �5v BIVC�.� All roadway segments would continue to operate at LOS C or better. IV. CONCLUSION A summary of intersections that compares the LOS and delay of existing conditions versus future conditions using HCS software is depicted in the following table: Existin Future Intersection LOS Dela LOS Dela S. Gulfview Blvd. / Hamden Drive A 9.9 sec B 10.3 sec S. Gulfview Blvd. / Coronado Drive B 16.5 sec C 22.3 sec Coronado Drive / Hamden Drive B 13.8 sec C 15.9 sec S. Gulfview Blvd / Site Drivewa A 8.4 sec A 9.0 sec A summary of the roadway segment LOS of existing conditions versus future conditions using the FDOT 2012 QLOS Handbook capacity tables is depicted in the followin� table: Existing Future Roadway Segment LOS D PM Peak LOS PM Peak LOS Capacity Volume Volume S. Gulfview Blvd. - 1197 874 C 1141 C (East of Ba wa Blvd.) S. Gulfview Blvd. - 2628 1080 >C 1373 C (Ba a Blvd. to Hamden Dr.) S. Gulfview Blvd. - 1197 493 >C 580 >C Hamden Dr. to Sth St.) S. Gulfview Blvd. - 1197 611 C 725 C (Sth St. to Coronado Dr.) Coronado Dr. - 1264 650 C 806 C Hamden Dr. to Sth St. Coronado Dr. - 2628 967 >C 1249 C (Devon Dr. to S. Gulfview Blvd.) Coronado Dr. - (S. Gulfview Blvd. to Causeway Blvd. 2628 1556 C 1952 C Roundabout) Hamden Dr. - 1997 732 C 943 C (S. Gulfview Blvd. to Coronado Blvd.) This analysis was conducted in accordance with a specific methodology established with City of Clearwater staff. The project will generate 760 daily trips and 55 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 impacts. � � �, t.�. �f �3f �.. .a.�>r Y.,�`.. ...��1. ,. '.,i"u:'Ci'�:L3rT i��n�; � LC}�A I�ttlN. +,�., ,.i.�.=:�� a� ��i C al.:�_., ��?��.�r! 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'...., �t..1:��C .,r:5.t��;tl : ��7-�:�t5ts 2�1'? 2012 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 1500 PINELLAS COUNTYWIDE MOCF: 0.93 WEEK k s DATES SF PSCF -------------------------------------------------------------------------------- i oi/oi/aoia - oi/o�/aoia i.o� i.i5 a oi/os/aoia - oi/i4/aoia i.os i.ia 3 O1/15/2012 - O1/21/2012 i.o3 i.io 4 oi/aa/zoia - oi/zs/aoia i.oi i.os 5 O1/29/2012 - 02/04/2012 0.99 1.06 * 6 02/05/2012 - 02/11/2012 0.97 1.04 * � oz/ia/aoia - oa/ia/aoia 0.95 i.oa * 8 02/19/2012 - 02/25/2012 0.94 1.01 * 9 02/26/2012 - 03/03/2012 0.93 1.00 *10 03/04/2012 - 03/10/2012 0.91 0.97 *11 03/11/2012 - 03/17/2012 0.90 0.96 *12 03/18/2012 - 03/24/2012 0.91 0.97 *13 03/25/2012 - 03/31/2012 0.92 0.99 *14 04/O1/2012 - 04/07/2012 0.93 1.00 *15 04/08/2012 - 04/14/2012 0.93 1.00 *16 04/15/2012 - 04/21/2012 0.94 1.01 *17 04/22/2012 - 04/28/2012 0.95 1.02 *18 04/29/2012 - 05/05/2012 0.96 1.03 19 05/06/2012 - 05/12/2012 0.98 1.05 20 05/13/2012 - 05/19/2012 0.99 1.06 21 05/20/2012 - 05/26/2012 0.99 1.06 22 05/27/2012 - 06/02/2012 0.99 1.06 23 06/03/2012 - 06/09/2012 0.99 1.06 24 06/10/2012 - 06/16/2012 1.00 1.07 25 06/17/2012 - 06/23/2012 1.00 1.07 26 06/24/2012 - 06/30/2012 1.00 1.07 a� o�/oi/aoiz - o�/o�/zoia 0.99 i.o6 28 07/08/2012 - 07/14/2012 0.99 1.06 29 07/15/2012 - 07/21/2012 0.99 1.06 30 0�/22/aoia - o�/as/aoia i.oi i.oe 31 07/29/2012 - 08/04/2012 1.02 1.09 32 08/05/2012 - 08/11/2012 1.04 1.11 33 os/ia/aoia - oe/is/aoia i.os i.ia 34 08/19/2012 - 08/25/2012 1.05 1.12 35 08/26/2012 - 09/O1/2012 1.05 1.12 36 09/02/2012 - 09/08/2012 1.06 1.14 37 09/09/2012 - 09/15/2012 1.06 1.14 38 09/16/2012 - 09/22/2012 1.05 1.12 39 09/23/2012 - 09/29/2012 1.05 1.12 40 09/30/2012 - 10/06/2012 1.04 1.11 4i io/o�/aoia - io/i3/zoia i.o4 i.ii 4a io/i4/aoiz - io/zo/aoia 1.03 i.io 43 io/ai/zoia - io/a�/aoia i.o3 i.io 44 10/28/2012 - 11/03/2012 1.04 1.11 45 11/04/2012 - 11/10/2012 1.04 1.11 46 ii/il/aoia - il/l�/aoia i.os l.iz 4� ii/ia/zoia - ii/a4/aoiz i.os i.ia 48 11/25/2012 - 12/O1/2012 1.06 1.14 49 12/02/2012 - 12/08/2012 1.06 1.14 50 12/09/2012 - 12/15/2012 1.07 1.15 si iz/i6/aoiz - ia/aa/aoia i.os i.ia 52 12/23/2012 - 12/29/2012 1.04 1.11 53 12/30/2012 - 12/31/2012 1.03 1.10 * PEAK SEASON 08-FEB-2013 12:29:10 830UPD [1,0,0,1] 7 1500 PKSEASON.TXT r . TABLE 4 Generalized Peak Hour Two-Way Volumes for Florida's Urbanized Areasl STATE SIGNALIZED ARTERIALS Class I(40 mph or higher posted speed limit) Lanes Median B C D E 2 Undivided * 1,510 1,600 ** 4 Divided * 3,420 3,580 ** 6 Divided * 5,250 5,390 ** 8 Divided * 7,090 7,210 ** Class II(35 mph or slower posted speed limit) Lanes Median B C D E 2 Undivided * 660 1,330 1,410 4 Divided * 1,310 2,920 3,040 6 Divided * 2,090 4,500 4,590 8 Divided * 2,880 6,060 6,130 Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non-State Signalized Roadways - 10% Median & Turn Lane Adjustments Exclusive Exciusive Adjustrnent Lanes Median � Left Lanes Right Lanes Factors 2 Divided Yes No +5% 2 Undivided No No -20% Multi Undivided Yes No -5% Multi Undivided No No -25% - - - Yes + 5% One-Way Facility Adjustment Multiply the corresponding two-directional volumes in this table by 0.6 BICYCLE MODEZ (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage B C D E 0-49% * 260 680 1,770 50-84% 190 600 1,770 >1,770 85-100% 830 1,770 >1,770 ** PEDESTRIAN MODEZ (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49% * * 250 850 50-84% * 150 780 1,420 85-100% 340 960 1,560 >1,770 BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% > 5 > 4 > 3 > 2 85-100% > 4 > 3 > 2 > 1 Lazies 4 6 8 10 12 FREEWAYS B C D 4,120 5,540 6,700 6,130 8,370 10,060 8,230 11,100 13,390 10,330 14,040 16,840 14,450 18,880 22,030 Freeway Adjustments Auxiliary Lanes Ramp Present in Both Directions Metering + 1,800 + 5% E 7,190 11,100 15,010 18,930 22,860 UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 2 Undivided 770 1,530 2,170 2,990 4 Divided 3,300 4,660 5,900 6,530 6 Divided 4,950 6,990 8,840 9,790 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes AdjusUnent factors 2 Divided Yes +5% Multi Undivided Yes -5% Multi Undivided No -25% � 2012 �DC3T QUALiTYJLEVEL OF SERVICE HANDBC�CiK TIiBLES Detailed Report Page 1 of 2 HCS2000TM DETAILED REPORT General Information Site Informafion Analyst CC Intersection S GULFVlEW BLVD / Agency or Co. DEUEL CORONADO DR Date Pertormed 7/12/2013 Area Type All oiher areas Time Period PM PEAK EXISTING Jurisdiction CLEARWATER Analysis Year 2012 Pro'ect ID 2013-153 Volume and Timin /n uf EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of lanes, N� 2 0 0 0 0 0 0 2 0 0 2 2 Lane group L LR T TR R Volume, V(vph) 278 11 513 443 322 % Heavy vehicles, %HV � 1 1 � � Peak-hour factor, PHF 0.99 0.91 0.91 0.91 0.91 Pretimed (P) or actuated (A) A A A A A Start-up lost time, I, 2.0 2.0 2.0 2.0 2.0 Extension of effective green, 2.0 2.0 2.0 2.0 2.0 Arrival type, AT 3 3 3 3 3 Unit extension, UE 3.0 3.0 3.0 3.0 3.0 Filtering/metering, I 1.000 1.000 9.000 1.000 1.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 17 0 0 0 17 0 Lane width 12.0 12.0 12.0 12.0 12.0 Parking / Grade / Parking N 0 N N N N 0 N N 0 N Parking maneuvers, Nm Buses stopping, NB 0 0 0 0 0 Min_ time for pedestrians, G 3.2 3.2 3.2 Phasin EB Onl 02 03 04 Thru & RT 06 07 08 Timing G= 20.0 G= 0.0 G= G= G= 30.0 G= 0.0 G= G= Y= 5 Y= Y= Y= Y= 5 Y= Y= Y= Duration of Anal sis, T= 0.25 C cle Len th, C= 60.0 Lane Group Capacify, Control Delay, and LOS Deiermination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted flow rate, v 305 12 564 487 354 Lane group capacity, c 9156 525 9787 1787 1407 v/c ratio, X 0.26 0.02 0.32 0.27 0.25 Total green ratio, g/C 0.33 0.33 0.50 0.50 0.50 Uniform delay, d� 14.6 13.4 8.9 8.7 8.6 file:///C:/Users/christopher/AppData/Local/Temp/s2kBCA2.tmp 7/12/2013 Detailed Report r , Progression factor, PF Delay calibration, k Incremental delay, d2 Initial queue delay, d3 Control delay Lane group LOS Approach delay Approach LOS Intersection delay HCS2000TM 1.000 9.000 0.11 0.19 0.1 0. 0 9. 000 0.11 0.1 14.7 13.5 9.0 8 8 A 14. 7 9.0 8 A 9.9 Intersection LOS Copyright � 2000 University of Florida, All Rights Reserved Page Z of 2 1.000 1.000 0.11 0.11 0.1 0.1 8.8 8. 7 A A 8. 7 A A Version 4. ] c file:///C:/Users/christopher/AppData/Loca1/Temp/s2kBCA2.tmp 7/12/2013 Detailed Report Page 1 of 2 � HCS2000'" DETAILED REPORT General Information Site lnformation Analyst CC Intersection S GULFV/EW BLVD / Agency or Co. DEUEL HAMDEN DR Date Pertormed 7/12/2013 Area Type All other areas Time Period PM PEAK EXlSTING Jurisdiction CLEARWATER Analysis Year 2012 Pro'ect ID 2013-153 Volume and Timin /n ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of lanes, N� 0 2 0 0 1 1 0 0 0 1 0 0 Lane group LT T R L LR Volume, V(vph) 39 225 203 308 331 20 % Heavy vehicles, %HV � � 1 1 1 1 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.9? 0.91 Pretimed (P) or actuated (A) A A A A A A Start-up lost time, I, 2.0 2.0 2.0 2.0 2.0 Extension of effective green, 2.0 2.0 2.0 2.0 2.0 Arrival type, AT 3 3 3 3 3 Unit extension, UE 3.0 3.0 3.0 3.0 3.0 Filtering/metering, I 1.000 1.000 1.000 1.000 9.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 82 0 5 6 0 Lane width 12.0 92.0 92.0 12.0 12.0 Parking / Grade / Parking N 0 N N 0 N N N N 0 N Parking maneuvers, Nm Buses stopping, NB 0 0 0 0 0 Min. time for pedestrians, G 3.3 3.2 3.2 Phasin EB Onl EW Perm 03 04 SB Onl 06 07 08 Timing G= 5.1 G= 24.8 G= G= G= 15.8 G= G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= Y= Y= Duration of Anal sis, T= 0.25 C cle Len th, C= 60.7 Lane Group Capacity, Contrvl Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted flow rate, v 290 223 338 364 22 Lane group capacity, c 1667 769 653 465 416 v/c ratio, X 0.17 0.29 0.52 0.78 0.05 Total green ratio, g/C 0.57 0.41 0.41 0.26 0.26 Uniform delay, d� 6.1 12.0 13.5 20.9 16.8 file:///C:/Users/christopher/AppData/Local/Temp/s2kBCA2.tmp 7/12/2013 Detailed Report � r � Progression factor, PF Delay calibration, k Incremental delay, d2 Initial queue delay, d3 Control delay Lane group LOS Approach delay Approach LOS Intersection delay HCS200OTM 1.000 0.11 0.1 1.000 1.000 0.11 0.12 0.2 0. 7 6.1 12.3 14.2 A 8 B 6.1 13.4 A 8 16.5 Intersection LOS Copyright m 2000 University of Florida, All Righu Reserved Page 2 of 2 1.000 1.000 0.33 0.11 8.5 0.1 29.3 96.9 C B 28. 6 C B Version 4.1 c file:///C:/LJsers/christopher/AppData/LocaUTemp/s2kBCA2.trnp 7/12/2013 Two-Way Stop Control � . Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st CC Intersection CORONADO DR/ HAMDEN DR enc /Co. DEUEL urisdiction CLEARWATER Date Performed 7/12/2013 nal sis Year 2012 nal sis Time Period PM PEAK EXISTING Pro'ect Descri tion 2012-153 East/West Street: CORONADO DR North/South Street: HAMDEN DR Intersection Orientation: East-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound VVestbound Movement 1 2 3 4 5 6 L T R L T R olume 4 349 0 0 294 61 Peak-Hour Factor PHF 0.91 0.91 1.00 1.00 0.91 0.91 Hourl Flow Rate, HFR 4 383 0 0 323 67 Percent Hea Vehicles 1 -- -- 0 -- — Median Type Two Way Leff Tum Lane RT Channelized 0 0 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 olume 0 0 0 0 28 3 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 0.91 0.91 Hourl Flow Rate, HFR 0 0 0 0 30 3 Percent Hea Vehicles 0 0 0 0 1 1 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 onfi uration TR Dela , Queue Len th, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 � 7 8 9 10 11 12 Lane Configuration LT TR (vph) 4 33 C (m) (vph) 1154 442 lc 0.00 0.07 95% queue length 0.01 0.24 Control Delay 8.1 13.8 LOS A 8 pproach Delay -- -- 13.8 pproach LOS -- -- 8 HCS2000TM Copyright � 2000 University of Florida, All Rights Reserved Version 4.1c file:///C:/LTsers/christopher/AppData/Loca1/Temp/u2kB21 C.tmp 7/12/2013 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information ite Information nal st CC Intersection S. GULFVIEWBLVD/W enc /Co. EUEL DRIVEWAY Date Pertormed 7/15/2093 urisdiction CLEARWATER nal sis Time Period PM PEAK EXISTING nal sis Year 2012 Pro�ect Descri tion 2013-153 East/West Street: S GULFVIEW BLVD North/South Street: WEST DRIVEWAY Intersection Orientation: East-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 0 428 18 1 421 0 Peak-Hour Factor PHF 0.9? 0.91 0.91 0.91 0.91 0.91 Hourl Flow Rate, HFR 0 470 19 1 462 0 Percent Hea Vehicles 0 -- -- 1 -- -- Median T pe Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration 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 olume JO 0 6 0 0 0 Peak-Hour Factor, PHF 0.91 0.91 0.91 0.91 0.99 0.91 Hourl Flow Rate, HFR 10 0 6 0 0 0 Percent Hea Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR Dela , Queue Len th, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 1 16 C (m) (vph) 1079 369 lc 0.00 0.04 5% queue length 0.00 0.14 Control Delay 8.3 15.4 LOS A C pproach Delay -- -- 95.4 pproach LOS -- -- C HCS2000T�"t Copyright O 2000 University of Florida, All Rights Reserved Version 4.1 c file:///C:/Users/christopher/AppDatalLocal/Temp/u2kD7B7.tmp 7/18/2013 Two-Way Stop Control � 4 Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information ite Information nal st CC Intersection S. GULFVIEW BLVD /E DRIVEWAY enc /Co. EUEL Jurisdiction CLEARWATER Date Performed 7/95/2093 nal sis Year 2012 nal sis Time Period PM PEAK EXISTING Pro'ect Descri tion 2093-153 East/West Street: S GULFVIEW BLVD North/South Street: EAST DRIVEW,4Y Intersection Orientation: East-West tud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 0 432 2 13 413 0 Peak-Hour Factor PHF 0.91 0.91 0.99 0.91 0.91 0.91 Hourl Flow Rate, HFR 0 474 2 14 453 0 Percent Hea Vehicles 0 -- -- 1 -- -- Median Type Undivided RT Channelized 0 D Lanes 0 1 0 0 1 0 Configuration 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 olume 9 0 6 0 0 0 Peak-Hour Factor PHF 0.91 0.91 0.91 0.91 0.91 0.91 Hourly Flow Rate, HFR 9 0 6 0 0 0 Percent Hea Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR Dela Queue Len th, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 14 15 C (m) (vph) 1091 360 lc 0.01 0.04 95% queue length 0.04 0.13 Control Delay 8.3 15.4 LOS A C pproach Delay -- -- 15.4 pproach LOS -- -- C HCS2000TM Copyright � 2000 University of Florida, All Rights Reserved Version 4.1 c file:///C:/LJsers/christopher/AppDatalLocal/Temp/u2k7125.tmp 7/18/2013 � :� , � APPENDIX B 2' . � �� ;� i �} ��.��r�c�� €i�� `�"�°s�a �u��r.1� �1�: ��rc�� : ��,��C�� P��I�.��;t� _�� a��t< ��r��: ; � i��t€�i`�:t:,� �J�.��£�er' .�; �t:�c;. �1�T: ��f � ; C.��ic r�t�l C�€�xtrik�a��c�� t};� �r�ir,�-;��, .:��;� r��;�ti�7� �'s�� C��t��iar� ��r ��r�� ._. ___e._ __._ _ . __ � � � �r�� r , �^ — ._. _� ____. _ _ �__ ..,......_� ..._., .. _t `�il� � �li �5 °ic a i°d��(i�r�'.��.I ��e ii��t�� .- '3 1 `� _ . __ _ ..... ... _ _ ._. . _ _ .._ _ ' _ - -...�_ _. `y ��7 - �.:.;� ;.,30�.,13� r, w.� .,, s-� r _ �. _ . �-•�..+.� � cvc �ee�.c �,.�.{t��ciGC4:T6T ::,�, _ 7i;'� . i . : r3,., ;: . . . . , . . ' ' ��,v, , . . '. .. . , . _ , . , , -,:� . , , �:',iii _,". . _ , . . . . .. . . . . . . _ . r , . ��. . . � � � . . . . ,,- , � . h.:.t�;:i . : . .. . . . . . . .. . . .. .. . . .. .. .. . .. . � . .�. . . . . _ . . - � � � .: '� . , •' � . . '. �..,�,., . . ,� . . ... . . . .. . . . .. . . . . . . . . . . . �. . .. . . . . . . . . . . .. . . . . . �.. . .. - �r. „`< . . . . . � � ' . . . � . , � 1 ��:., . . . . : . . - , ,_ . ,• , ,.. ... .... . ; �...:'i, . . . . . . . _ . . . . . .. � _ . . . . . � � � _ ' �. . :i . . .. .�. .. . � . ,. .�. . . .� ?.:.;.. �.r . .. . . . .. . . . . . . .. .. . . . � ' � �. . �, � .. . , .i.�i ,.'' _... ..,...,.. ..,,,) ' , :, . C::., . . . , :.} . ., ;.j . , i. ,. \. . . , . . . . . �. ' t N�r't4 .. . -,� '} � ' . ., . ._ ..., .�. ...,._. ,� � .3a.. :3�+ .... ?�'� . .F .�. � .ft� t.�".e , �Ji;� i ��t.it, t}[:?i` C�f � �i)li�,�� ` �5i:tl.',3t C7^,i£?:I (�t�iilfs Fiif�r.1 t;u€•t,Fe�; ��ui`�tacat'�: i� t3.� z(k) _�73.i � �_ _. t ;ti��I G�ttt`:=�* .. .. _ �',ti,�a.:7g;: t��t�x �� j,^�, � ��i;"i"t`?. t f't. '�: "' t tl :Ei:2 i ,. -�-;�) ,i" f �,..w �°f , €,�:��ur"3r r. 3c,�:;i7 � t7rs ,r��:��>'. Detailed Report Page 1 of 2 HCS2000'" DETAILED REPORT General Information Site Informafion Analyst CC Intersection S GULFVIEW BLVD / Agency or Co. DEUEL CORONADO DR Date Pertormed 7/12/2013 Area Type All other areas Time Period PM PEAK FUTURE Jurisdiction CLEARWATER Analysis Year 2017 Pro'ect ID 2013-153 Volume and Timin /n ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of lanes, N� 2 0 0 0 0 0 0 2 0 0 2 2 Lane group L LR T TR R Volume, V(vph) 336 11 671 567 378 % Heavy vehicles, %HV � � � � � Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 Pretimed (P) or actuated (A) A A A A A Start-up lost time, I, 2.0 2.0 2.0 2.0 2.0 Extension of effective green, e 2.0 2.0 2.0 2.0 2.0 Arrival type, AT 3 3 3 3 3 Unit extension, UE 3.0 3.0 3.0 3.0 3.0 Filtering/metering, I 1.000 9.000 1.000 1.000 1.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 33 0 0 0 25 0 Lane width 92.0 12.0 12.0 12.0 92.0 Parking / Grade / Parking N 0 N N N N 0 N N 0 N Parking maneuvers, Nm Buses stopping, NB 0 0 0 0 0 Min. time for pedestrians, G 3.2 3.2 3.2 Phasin EB Onl 02 03 04 Thru & RT 06 07 08 G= 20.0 G= 0.0 G= G= G= 30.0 G= 0.0 G= G= Timing Y= 5 Y= Y= Y= Y= 5 Y= Y= Y= Duration of Anal sis, T= 0.25 C cle Len th, C= 60.0 Lane Group Capacity, Confro/ De/ay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted flow rate, v 369 12 737 623 495 Lane group capacity, c 1156 517 1787 9787 1407 v/c ratio, X 0.32 0.02 0.41 0.35 0.29 Total green ratio, g/C 0.33 0.33 0.50 0.50 0.50 Uniform delay, d� 14.9 13.4 9.4 9.1 8.8 file:///C:/LJsers/christopher/AppDatalLocal/Temp/s2kB917.tmp 7/12/2013 Detailed Report > ` �, . Progression factor, PF Delay calibration, k incremental delay, d2 Initial queue delay, d3 Control delay Lane group LOS Approach delay Approach LOS Intersection delay HCS2000TM 1.000 9.000 0.11 0.91 0.2 0.0 9.000 0.11 0.2 95.1 13.5 9.6 8 B A 15.0 9.6 8 A 10.3 Intersection LOS Copyright � 2000 University of Florida, All Rights Reserved Page 2 of 2 ?.000 1.000 0.11 0.11 0.1 0.1 � � � � � :% e Version 4.1 c file:///C:/Users/christopher/AppData/LocaUTemp/s2kB917.tmp 7/12/2013 Detailed Report ! �„ . Page 1 of 2 HCS2000'" DETAILED REPORT General Information Site /nformation Analyst CC Intersection S GULFVIEW BLVD / Agency or Co. DEUEL HAMDEN DR Date Pertormed 7/12/2013 Area Type All other areas Time Period PM PEAK FUTURE Jurisdiction CLEARWATER Analysis Year 2017 Pro'ect ID 2013-953 Volume and Timin In ut EB WB NB SB LT TH RT LT TH R.T LT TH RT LT TH RT Number of lanes, N� 0 2 0 0 1 1 0 0 0 1 0 0 Lane group LT T R L LR Volume, V(vph) 43 269 245 493 446 23 % Heavy vehicles, %HV 1 T T � � 1 Peak-hour factor, PHF 0.99 0.91 0.91 0.91 0.91 0.99 Pretimed (P) or actuated (A) A A A A A A Start-up lost time, I, 2.0 2.0 2.0 2.0 2.0 Extension of effective green, 2.0 2.0 2.0 2.0 2.0 ARival type, AT 3 3 3 3 3 Unit extension, UE 3.0 3.0 3.0 3.0 3.0 Filteringlmetering, I 1:000 1.000 1.000 1.000 1.000 Initial unmet demand, Qb 0.0 0.0 0.0 0.0 0.0 Ped / Bike / RTOR volumes 95 0 5 10 0 Lane width 12.0 12.0 12.0 92.0 12.0 Parking / Grade / Parking /V 0 N N 0 N N N N 0 N Parking maneuvers, Nm Buses stopping, NB 0 0 0 0 0 Min. time for pedestrians, G 3.4 3.2 3.2 Phasin EB Onl EW Perm 03 04 SB Onl 06 07 08 G= 5.0 G= 30.2 G= G= G= 32.3 G= G= G= Timing Y= 5 Y= 5 Y= Y= Y= 5 Y= Y= Y= Duration of Anal sis, T= 0.25 C cle Len th, C= 82.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted flow rate, v 343 269 454 490 25 Lane group capacity, c 1335 689 585 700 626 v/c ratio, X 0.26 0.39 0. 78 0.70 0.04 Total green ratio, g/C 0.49 0.37 0.37 0.39 0.39 Uniform delay, d� 12.4 19.3 23.2 21.0 15.5 file:///C:/Users/christopher/AppData/Local/Temp/s2kBCA2.tmp 7/12/2013 Detailed Report l s � r Progression factor, PF Delay calibration, k Incremental delay, d2 Initial queue delay, d3 Control delay Lane group LOS Approach delay Approach LOS Intersection delay HCS2000TM 1. 000 0.99 0.1 1.000 9.000 0.11 0.33 0.4 6.5 12.5 19.7 29.7 8 8 C 12.5 26.0 8 C 22.3 Intersection LOS Copyright m 2000 University of Florida, All Rights Reserved Page 2 of 2 1.000 1.000 0.27 0. 91 3.1 D. 0 24.2 C 15. 5 B 23. 7 C C Version 4.1 c file:///C:/LJsers/christopher/AppData/Loca1/Temp/s2kBCA2.tmp 7/12/2013 Two-Way Stop Control ." � � r Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY Generai Information Site Information nal st CC Intersection CORONADO DR/ HAMDEN DR enc /Co. DEUEL Jurisdiction CLEARWATER Date Pertormed 7/12/2013 nal sis Year 2017 nal sis Time Period PM PEAK FUTURE Pro'ect Descri tion 2012-153 East/West Street: CORONADO DR North/South Street: HAMDEN DR Intersection Orientation: East-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 4 433 0 0 366 108 Peak-Hour Factor, PHF 0.91 0.91 1.00 1.00 0.91 0.91 Hourl Flow Rate, HFR 4 475 0 0 402 118 Percent Hea Vehicles 1 -- -- 0 -- -- Median T pe Two Way Left Turn Lane RT Channelized 0 0 Lanes 0 2 0 0 1 0 onfi 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 olume 0 0 0 0 40 3 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 0.99 0.91 Hourl Flow Rate, HFR 0 0 0 0 43 3 Percent Hea Vehicles 0 0 0 0 1 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 pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT TR (vph) 4 46 C (m) (vph) 9033 376 lc 0.00 0.12 5% queue length 0.01 0.41 ontrol Delay 8.5 15.9 LOS A C pproach Delay -- — 15.9 pproach LOS — -- C HCS2000TM Copyright m 2000 University of Florida, All Rights Reserved Version 4.1c file:/!/C:/CJsers/christopher/AppData/Local/Ternp/u2kB21 C.tmp 7/12/2013 Two-Way Stop Control . + .� � Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information ite Information nal st CC Intersection S. GULFVIEW BLVD /W enc /Co. DEUEL RIVEWAY Date Performed 7/1�/2093 urisdiction CLEARWATER nal sis Time Period PM PEAK FUTURE nal sis Year 2017 Pro'ect Descri tion 2013-153 East/West Street: S GULFVIEW BLVD North/South Street: WEST DRIVEWAY Intersection Orientation: Easf-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 0 588 34 3 589 0 Peak-Hour Factor, PHF 0.91 0.91 0.91 0.91 0.99 0.91 Hourl Flow Rate, HFR 0 646 37 3 647 0 Percent Hea Vehicles 0 -- -- 1 — __ Median T pe Undivided RT Channelized 0 0 Lanes 0 1 0 0 9 0 Confi uration 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 olume 18 0 11 0 0 0 Peak-Hour Factor, PHF 0.91 0.99 0.99 0.91 0.91 0.91 Hourl Flow Rate, HFR 19 0 12 0 0 0 Percent Hea Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 D D 0 0 0 onfi uration LR Dela , Queue Len th, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 3 39 C (m) (vph) 915 230 �� 0. 00 0.13 95% queue length 0.01 0.46 Control Delay 8.g 23.1 LOS A C pproach Delay -- -- 23.1 pproach LOS -- -- C HCS2000T�`'t Copyright � 2000 University of Florida, All Rights Reserved Version 4.1 c file:///C:/iJsers/christopher/AppData/Local/Temp/u2k4FF8.tmp 7/18/2013 Two-Way Stop Control i� � „ Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st CC Intersection S. GULFVIEW BLVD /E RIVEWAY enc /Co. DEUEL urisdiction CLEARWATER Date Performed 7/15/2013 nal sis Year 2017 nal sis Time Period PM PEAK FUTURE Pro'ect Descri tion 2013-153 East/West Street: S GULFVIEW BLVD North/South Street: EAST DRIVEWAY Intersection Orientation: East-Wesf Stud Period hrs : 0.25 ehicle Volumes and Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 0 595 4 22 575 0 Peak-Hour Factor PHF 0.91 0.91 0.91 0.91 0.91 0.91 Hourl Flow Rate, HFR 0 653 4 24 631 0 Percent Hea Vehicles 0 -- -- � -- __ Median T pe Undiuided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration 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 olume 17 0 11 0 0 0 Peak-Hour Factor, PHF 0.91 0.91 0.91 0.91 0.91 0.99 Hourl Flow Rate, HFR 98 0 92 0 0 0 Percent Heav Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR Dela , Queue Len th, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 24 30 C (m) (vph) 935 225 �� 0.03 0.13 5% queue length 0.08 0.45 Control Delay 9.0 23.4 LOS A C pproach Delay -- -- 23.4 pproach LOS -- -- C HCS2000Ti`'� Copyright O 2000 Universiry of Florida, All Rights Reserved Version 4.1 c file:///C:/Users/christopher/AppDatalLocal/Temp/u2k6E8C.tmp 7/18/2013