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FLS2006-07049 ~ ~ 9~ ~~3~ FLS2006-07049 1861 N HIGHLAND AVE Date Received: 07/28/2006 SUNSET SQUARE, SHOP CTR ZONING DISTRICT: C LAND USE: CG ATLAS PAGE : 2 61 A PLANNER OF RECORD: NOT ENTERED CLW CoverSheet Apri16, 2007 Fowler Associates Architects, Inc. Steven Fowler 1421 Court Street Suite D Clearwater, FL 33756 Re: Development Order regarding case FLS2006-07049 at 1861 Highland Avenue: Dear Mr. Fowler: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for a Retail Sales and Service use in the Commercial (C) District. The request includes a reduction to the front (north) setback from 25 feet to 15 feet (to pavement) and an increase in building height from 25 feet to 30 feet under the provisions of Section 2-703.R. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Retail Sales and Services criteria under the provisions of Section 2- 703.R.; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That all signage must be permitted separately and the entire site must comply with the current sign code; 2. That the entire site be architecturally compatible with regard to but not limited to style, color and architecture; 3. That all building colors and architecture are consistent with the submitted plans; 4. That all landscaping be installed per the proposed plan; 5. That a Tree Preservation and Demolition Plan including root preservation be submitted to, and satisfy the Land Resource Specialist prior to building permit; and 6. That all proposed utilities be placed underground. Fowler Associates Architects, Inc. Page -Two I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the application received July 28, 2006 and other supporting documents received Apri12, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (August 31, 2007). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that maybe required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727-562-4567 x 2504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: IPlnnning DepartmentlCD BlFlex Standard (FLS)IPending Casesl2 -Reviewer! and PendinglHighland Ave -1861- Sunset Sgunre Shopping Center (C) 08-31-2006 SKDevelopn:ent Order.DOC `Clearwater • Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 U SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION U SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets U SUBMIT APPLICATION FEE $ ~! J ~v CASE #: tt' RECEIVED BY (staff initial DATE RECEIVEU: ORIGINAL RECEIVED.. J~JL 2 8 2006 PLANNING DEPARTMENT * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT ..- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Sunset Square General Partnership __ MAILING ADDRESS: 27001 US HWy_19 N, Suite _2095., Clearwater, FL 33761 PHONE NUMBER: xr'72'71 796-1077 CELL NUMBER: - - -_~__--~_~__- -1--------i.___------.-. _------------ PROPERTY OWNER(S): Loren M. Pollack and H. Sara Golding Scher, as ------- LisIALLownersonthedeed co-trustees and Sunset Sq>:are General Partnership AGENT NAME: Fowler Associates Architects, Inc. MAIUNGADDRESS: 1421 Court Street• Suite D, Clearwater, FL 33756 ~~ PHONE NUMBER: ('72'7) 449-2021 FAXNUnnBER:fax: (727) 447-5339 CELL NUMBER: j~j / j~ E-MAIL ADDRESS: f OW lerarch@aol . COm _____ 13. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: SU_riSet Square Shop. Ctr• PROJECT VALUATION: $ 1,350,000.00 STREET ADDRESS 1861 thru 1899 N. Highland Ave Clearwater, FL 33755 PARCEL NUMBER(S): -~ef,__Sll PARCEL SIZE (acres): 8 • 7 AC , PARCEL SIZE (square feet): 3 7 8 , 7 5 5 S . f . LEGAL DESCRIPTION: c.. ,. e,,,.-,.o„ _ PROPOSED USE(S): EXD3riSlO1-arid remodeling Of eXlStlriq ShOpplnq center parktny Spaces, spe ) DESCRIPTION OF REQUEST: 1 To._reeTuce the north setback to 1 5' to pavement where Specifically identify the request r _ -_ (include number of units or square ?-5.._____s required___ _____._____ footage or non-residential use and all --._-....-._.._..._.___.._..-----------------._ __......._..__-__.__.-------.---------------- - _ . .... requested code deviations;e.g. ht Of-30' where 25' is reduction in required number of 2....- To.__a11Q1^r-_.the_hia.ilsiing_ he ig____. cificuse etc. the maximum. S:\Planniny DepartmentV+pphcation Formsldevelopmenl review\2006 Forrns\FlexiWe Standard Development (FLS) 2006.doc Page t of 7 ~ ~ !~ ~ - ,. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DE'/ELOPMENT RIGHTS (TDR), ~P~EVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO ?7~(if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ^ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ^ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The remodeling and new construction of the existing shopping center will provide increased landscaping as well as new small shops that will be in keeping with the existing center's fabric of scale & density. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. This redevelopment will encourage additional developemnt with in the commercial neighborhood;..and will increase the property values of this property as well as others. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The remodeling of this center will greatly increase the landscaped areas and therefore improve the air quality and noise abatement, and provide. visual relief because of the greater buffering to be provided. 4. The proposed development is designed to minimize traffic congestion. With the closing of several existing driveways and by providing additional shops, customers will have to drive fewer miles for their shopping and _. access to the center will be much better oraanized, and safer. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Because of the commercial character of the intersection and property to the south, this redevelop of_ an existingshopping center will remain consistant with the nei hborhood character. 6. The desig~l of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. With the additional landscaping and no change to the current hours of ~.p ra ion thi G rPdPVPI c~~]mc~nt_wi 1 1 grga.t.1_y enhanC.~ any a~PrcP .~'fe~t_S_ the shopping center may currently have ORIGINAL __ RECEIVED PLANNING DEPARTMENT S:\Planning Departmenl\Application Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc CITY OF CLEARWATER Page 2 of 7 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) -Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL- REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria ~y/M~anual and 4-202.A.21) ~y~~A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. A11 applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this_requirement. _ ^ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ^ At a minimum, the STORMWATER PLAN shall include the following; ^ Existing topography extending 50 feet beyond all property lines; ^ Proposed grading including finished floor elevations of all structures; ^ All adjacent streets and municipal storm systems; ^ Proposed stomtwater detention/retention area including top of bank, tce of slope and outlet control stnidure; ^ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ^ Proposed stormwater detenfion/retention area including top of bank, tce of slope and outlet control structure; ^ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ^ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ^ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormvrater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION = IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; '~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; ^ \ TREE INVENTORY; prepared by a "certified arborist", of all trees 8" +~1BH or greater, reflecting size, canopy (drip lines) and condition of such trees; LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ^N~C~RADING PLAN, as applicable; ^µ'APRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ORIGINAL. ON/A COPY OF RECORDED PLAT, as applicable; RECEIVED S:\Planning DepartmentWpplication Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc pIANNING DEPARTMENT Page 3 of 7 CITY OF CLEARWATER r ~ ~• ~.. ~- G. SITE PLAN SUBMITTAL REQUIREMENTS: Section 4-202.A) O SITE PLAN with the following information (not to exceed 24" x 36"): /Index sheet referencing individual sheets included in package; ~~ / North arrow; _~ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _J All dimensions; _//Footprint and size of all EXISTING buildings and structures; _//Footprint and size of all PROPOSED buildings and structures; _J/ All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including ~~/description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; / Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; / All parking spaces, driveways, loading areas and vehicular use areas; /Depiction by shading or crosshatd-irg of all required parking bt interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(Dxi) and Index #701}; /Location of all landscape material; ~/ Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and ~(~ 's JQ~ ~{ Location of all existing and proposed sidewalks. ^ SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Building and structure heights; '}' .. 2~ 2 '3J~ 30 _ Impermeable surface ratio (I.S.R.); and D, _I O 3 D, q 5 AAQdC Q. $ 2t~. /_ Floor area ratio (F.A.R.) for all nonresidential uses. ~. 2 I ©,5 5 ~~(, Q, 22, I~" REDUCED COLOR SITE PLAN to scale (8 Yz X 11); ^ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; ~j~~ ~jv(2~~/ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ORIGINAL RECEIVED All open space areas; Location of all earth or water retaining walls and earth berms; J~JL 2 8 2006 ~ot lines and building lines (dimensioned); treets and drives (dimensioned); PLANNING DEPARTMENT CITY OF CLEARWATER =~uilding and structural setbacks (dimensioned); Structural overhangs; _ Land area in square feet and acres; EXISTIN ~ ~ 'S REQUIRED ~ Q, , PROPOSE ` l 3 5 b, _ Number of EXISTING dwelling units; Q, J Number of PROPOSED dwelling units; ~/,5,, Gross floor area dbvoted to each use; 7~r Z?j?i S.F _ _ N ~ 2 Parking spaces: total number, presented in tabular form with the number of re uired s aces 3 2 5 ,1 ~(t ~~ ` 4~ q p ; aoo gtz Total paved area,.inGuding all paved parking spaces & driveways, _ expressed in square feet 8 percentage of the paved vehicular area; /fr G7TrTj2 : ~P~ IJ ~ 2,~3 3o s ~(p~~ Offiaal records book and page numbers of all existing utility . _ easement; ~E S~RJ>"~?/ S:\Planning DepartmentWpplication Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Page 4 of 7 L~ H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ^ LAN,DSCAPE PLAN with the following information (not to exceed 24" x 36"): _~ All existing and proposed structures; _/ Names of abutting streets; t~Drainage and retention areas including swales, side slopes and bottom elevations; / Delineation and dimensions of all required perimeter landscape buffers; ~_ Sight visibility triangles; ,,....,,,, ``.. 11 Delineation and dimensions of all parking areas including landscaping islands and curbing; ~j~ G s~~ Ir~'*~• Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required -~tree survey); ~/ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched andlor shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered;'JE~ / t~ (~~~ . Corxiitions of a previous development approval (e.g. conditions imposed by the Commurrity Development Board); Irrigation notes. ^ REDUCED COLOR LANDSCAPE PLAN to scale (8 Yz X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will rrot be met. Additional oak trees in north buffer @ new drug store. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ^ BUILDING ELEVATION DRAWINGS -with the following information: ~`" All sides of all buildings; _/ Dimensions; / Colors (provide one full sized set of colored elevations); and _/ Materials. REDUCED BUILDING ELEVATIONS -same as above to scale on 8'/z X 11. J. SIGNAGE: (Division 19. SIGNS /Section 3-1806) ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removes or to remain. O All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) .~,1.~~n Comprehensive Sign Program application, as applicable (separate application and fee required).I?jy ~ 1 ~T~S ^ Reduced signage proposal (8'/~ X 11) (color), if submitting Comprehensive Sign Program application. RECEIVED ~~~. 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER S:\Planning DepartmentWpplication Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Fage 5 of 7 I~ K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) Due to the minor increase to the total area (3 015 s.f), a study is not ^ Include if required by the Traffic Operations Manager or his/her designee or if the proposed de~/elopment: required. Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a 'Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ^ Acknowledgement of traffic 'impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all ~~ ~ roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ~~f!~~' y Traffic Impact Study is not required. It CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT F STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. ORIGINAL. RECEIVED ^ Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Ftow Calculations/Water Study is included. ~~~ 2 8 20~~ Fire Flow Calculations/Water Study is not required. PLANNING DEPARTMI CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A C}~~F~~L~i~WATI _. CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: Signature of property owner or representative Stephen R. Fowler. AIA, NCARB STATE OF FLORIDA, COUNTY OF PINELLAS Svw n to and subscribed before me this o'7 Z day of ~, , A.D. 20~_ to me and/or by who is ona y know has produced as identification. ~ My commission expires: Public -State of tdondad bYNotiofWl NotaryAssn. I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph a property described in this application. S:\Planning DepartmenlVlpplication Forms\developmenl revievA2006 Forms\Flexible Standard Development (FlS) 2006.doc Page C, of 7 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT fuA names: Loren M. Pollack- Co-Trustee H. Sara Golding Scher-Co-Trustee 2. That (I am'we are) the owner(s) and record title holder(s) of the following described property (address or general location): See legal description attached 3. That this property oonstihrtes the property forwhich a request fora: (describe request) 4. Thal the undersprred (has/have) appointed and (doesJdo) appoint: Fowler & Associates as (hisltheir) agent(s) to execute any pet8ions or other documents necessary to affect sudr petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and acx on the above described property; 6. That site visds to the properly ere necessary by City ropreserrtatives in order to process this application and the owner autlror¢es City representatNes to visit and photograph the property described in this appllcafion; 7. That (Uwe}, the undersigned authority, hereby certiy that the foregoing ~ true and correct. A y.~~ ~ roperty owner /~~`"~ Property Owner roperly Owner STATE OF FLORIDA, COUNTY OF PINELLAS ~ }-~ ~re~me the undersigned, an officer duty commissarred by the laws ottee Siete of Florida, on the c~ ~~J day of /~f'~''_ , "-=-i-- personaly appeared ~~(~/ 4 .~ ~G~i ~° r who having been first duty sworn Deposes and says th>~she fuly understands the contenffi of the affidavit that he/she signed. - l/~ ~ ~---------- Notary Pubfic Signature Notary SeapStaonp MY Commission Fires: ~:`~~` nny Commission DD265585 w s, Expires January 18, 2008 ORIGINAL RECEIVED enge 7of7 JUL 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER e SUNSET POINT SHOPPING CENTER STORMWATER MANAGEMENT NARRATIVE The proposed project will result in a reduction of asphalt .(vehicular use) area and overall impervious area. Attenuation will not be provided as a part of the proposed development. However, water quality will be accomplished for an area equal to the new• CVS site. The water quality will be accomplished via treatment swales to be located along Highland Avenue within the proposed landscape area. The treatment volume within the swales will be equal to %z" of the area of the new CVS site. ORIGINAL RECEIVED jUL 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Clearwater i Planning Department 100 South Myrtle Avenue Cleafwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 03/29/2006) "PLEASE TYPE OR PRINT" APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4202.A) APPLICANT NAME: MAILING ADDRESS PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Sunset Square General Partnership _. _.__2 7.0 01_ __U S_._._H..wy_....._7.9_.__N. _.........__, _...__S u t e __2 0..9.5._;.__.._ l e ~...rw a. t_ex (_']2']) 796_ 0']'J _ CELL NUMBER: N~A Loren M. Pollack and H. Sara Golding Scher, as co-trustees and Sunset Square General Partnershi Fowler Associates Architects, Inc __.--.I_~ ~1-_CQ_Llrt---~_t..._.,.__.5ll.1_t~J~_~.5.:1_e.a~wa.Ler_,._._t'_1..-----.~.~I_~ b.----._....__..._...-.-----.__.__....__.._.... L72~449-2021 FAX NUMBER: ('72'7) 447-5339 ,,, rT E-MAIL ADDRESS: fowl ararrh(danl cram 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. _ - ____ _ ORIGINAI _ PLANNING DFPARIA4€I~T-~__ ------ __.........._----------------- __----------------------------------------- CITY OF ClEARWATER OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The installation of more oak trees than are required _,...and_. new. undercano~y_. f-~we~,Ong-s.l~r~,kz.s_-~ill_gre.a.t.Ly Pnh.~_e__the__exisfin~ large oak trees anal._give -t-he _buf€ers. a -!park -l-ke"--se-tting~-------_..__._....___._...._ S:IPlanning DeparlmentlApplication Formsldevelopment review12006 FormslComprehensive Landscape Program 2006.doc ' Page 1 of 2 ~~ 2, LIGHTING: Any lightiny proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. The existing shops,,___parking_lot _lights~-_ and. the new_develO~pment will ____ - _ maintain the current_pratice of providing automatic lighting controls _ --.....to----automa-tica~:-1.~ to-r-i~--off -of-t-e~ -no-rm-a~----bu-s-r-nos-s--l~e~-r~----------------------- 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The continuation of the major oak tree canopy will provide for a _~ark-like to ~n imnr~rtant entrance to-thp ~'itT 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The redevelopment of the shopping center will give a new "look" to the __.inrersection and_ wll~ncxease~he_~o_p~r_t~v..a.Lu~~hich wil 1 Pnoourage__ others to improve t ;r rr~pgrt;P~. 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Cleannrater has prepared and adopted for the area in which the parcel proposed for development is lopted. ____The_new_landsca~e_treatment_and maintainance of the existing large oaks will be a fundamental element for the future plantings alorig Highland Aver. _ THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS /ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photogra he perty des • ibed in this application. Signature of roperty owner or representative ORIGINAL ~UL 2 8 2005 STATE OF FLORIDA, COUNTY OF PINELLAS Sword to ~nd subscribed before me this ~~ day of J y.. ~•t , A.D. 20~~_ to me and/or by who 's personally know as produced as identification. Notary public, ~ e / t~4""'r,~•,,~~ ~cRCar+armv~rvnc My commission expires: ~!`' LNinfory t'ubtk -State of fbrl e . • MyCofrrrtksionbq~rest~bl3, omm n ,~~ •~~~~ °•• 80fK119d by Notional Notary Assn. S:IPlanning DepartmentL4pptication F~ r;l'/f.%.;i~~1.rt~tni,12006 FormslComprehensive Landscape Program 2006.doc CIN OF CLEAI~t~'e~'rof 2 , ;o AMENDED AND RESTATED LAND TRUST AGREEMENT ,~1 THIS AMENDED AND RESTATED LAND TRUST AGREEMENT (the "Trust Agreement"), dated as of the 'Z~ 'day of ~* ~ , 1996, entered into by and between LOREN M. POLLACK and H. SARA GOLDING SC'I-lER (collectively, the "Trustee"), which designation shall include all successor trustees, and SUNSET SQUARE GENERAL PARTNERSHIP, a Florida general partnership (the "Beneficiary"), which designation shall include all successors in interest to any beneficiary or beneficiaries. WITN$SSETH: WHEREAS, Loren M. Pollack and Robert M. Golding are co-trustees of that certain Trust Agreement created for the benefit of Sunset Square General partnership, a Florida general partnership (the "Trust Agreement"); and WI~REAS, Trustee acquired the fee simple title to property located in Pinellas County, Florida, more particularly described in Exhibit ~°A" attached hereto and made a part hereof (the "Pro a "); and WHEREAS, Roberta M. Golding desires to resign as co-trustee under the Trust Agreement and name as her replacement, H. Sara Golding Scher; and WI~REAS, H. Sara Golding Scher has agreed to replace Roberta M. Golding, as co-trustee, and Loren M. Pollack has agreed to continue to act as co-trustee; and, WHEREAS, to evidence the change in identity of one of the co-trustees of the Trust as a matter of the Public Records of Pinellas County, Florida, the Initial Successor Trustees will convey the Property by deed to Trustee so that, when Trustee has taken title to the Property, and to any other property conveyed to Trustee under this Agreement, Trustee will hold the title, in trust, for the uses and purposes and subject to the terms and conditions hereinafter set forth; and, WHEREAS, it is advisable and in the best interests of the parties to amend and restate the Original Trust Agreement on the terms and conditions set forth in this Trust Agreement; WHEREAS, it is fiuther the intent of Trustee to take and hold title to the Property in accordance with the provisions of Section 689.071, Florida Statutes; and, NOW, THEREFORE, for and in consideration of the premises and the mutual covenants set forth in this Trust Agreement, the parties, each intending to be legally bound, hereby agree and declare as follows: 1. Pro e .Title to the Property shall be conveyed to Trustee in accordance with and the rights of the parties shall be governed (to the extent applicable) by, the provisions of Section 689.071, Florida Statutes. Trustee agrees to accept the deed to the property and to cause the deed to be recorded in the Public Records of Pinellas County, Florida, and to hold title to the properly for the uses and purposes herein stated. Beneficiary shall advance to Trustee all funds required by Trustee to record the deed, including, but not limited to, all appropriate documentary stamp taxes. Beneficiary may not dedicate or cause any other property to be conveyed to Trustee under this Trust Agreement unless Trustee consents to such action in writing. Should other property subsequently be conveyed to and held by Trustee pursuant to this Trust Agreement, the term "property" as used herein shall mean and refer to all property, the title to which is held by Trustee pursuant to this Trust Agreement. 2. Identity. Interest and Rights of Beneficiary: (a) The following is the Beneficiary of this Trust, and as such shall be entitled to all of the earnings, avails and proceeds of the trust properly according to the percentage interest set forth opposite its name: NAME OF BENEFICIARY INTEREST IN TRUST SUNSET SQUARE GENERAL PARTNERSHIP 100% (b) The interest of Beneficiary shall consist solely of the following rights respecting the trust property; (1) Power to direct Trustee to deal with title to the Property, which power shall include, but is not limited to, directions to Trustee to execute deeds, leases, mortgages, promissory notes and all other instruments relating to the Property, provided, however, as set forth in paragraph 22 of this Trust Agreement, Trustee shall have no individual liability whatsoever, nor shall Trustee be required to furnish any warranties that would result in any individual liability in regard to the execution of any such instruments. (2) Power to manage, possess, use and control the Property. (3) Right to receive the earnings, avails and proceeds from leases and other uses and from mortgages, sales and other dispositions of the Property. (4) Enjoyment of all rights and privileges regarding the Property as if Beneficiary was the legal and equitable owner of the Property. Such rights and powers, as well as the interest of Beneficiary under this Trust Agreement, shall be personal property. Beneficiary shall not have any right, title or interest in or to any portion of the legal or equitable title to the Property. Dissolution of Beneficiary, or the death or dissolution of any of the partners of Beneficiary, shall not terminate this Trust Agreement or the trust created hereby or affect the rights or powers of Trustee. The interest of Beneficiary under this Trust Agreement shall pass to the persons or entities entitled to receive the assets of Beneficiary upon its dissolution. 3. Obligation of Trustee with Respect to Properly. Beneficiary shall make all returns and reports and pay all real estate and all other taxes, assessments, fees or charges payable with respect to the Property, the earnings, avails and proceeds of the Property, and Beneficiary's interest under this Trust Agreement. Trustee shall have no obligation to file any income, profit or other tax reports or returns or pay such or any other taxes relating to the Properly; provided, however, that Trustee shall have the right (but not the obligation) to file any tax return or pay taxes relating to the Property which it, in its absolute discretion, deems should be filed by it. In such event, Beneficiary will cooperate with Trustee in providing such information as is necessary for the proper and correct preparation of such return and Beneficiary shall promptly pay to Trustee the amount of such taxes, as set forth in paragraph 12 hereof. 4. Objects and Purposes of Trust. The objects and purposes of this Trust shall be to hold title to the Property until the sale or other disposition of the Properly, revocation of this Trust Agreement as provided in Paragraph 26 hereof, or expiration of this Trost Agreement as provided in paragraph 20 hereof. Trustee shall not manage or operate the Property, nor undertake any other activity not strictly necessary to the attainment of the foregoing objects and purposes, nor shall this Agreement be deemed to be, or create or evidence the existence of a corporation (de facto or de 'ure , a Massachusetts Trust or any other type of business trust, an association in the nature of a corporation, or a partnership or joint venture by or between Trustee and Beneficiary. 5. Beneficiary Manages and Operates Trust PronertX. Beneficiary, either in its own name or through its agent(s), shall have the sole possession, management and control of the selling, renting, repairing, maintaining and handling of the Property and Trustee shall have no right or duty in respect to such matters unless specifically instructed by Beneficiary. Beneficiary shall have the right to execute leases and collect rents in its own name or through its agents. Beneficiary shall ORIGINAL RECEIVED - 2 - ~IJL 2 8 2Q06 PLANN{NG ©EPARTMENT CITY OF CLEARWATER and does hereby indemnify and hold Trustee harmless from and against all expenses, including attorneys' fees, obligations and liabilities which Trustee may incur or become liable for by virtue of Beneficiary performing the matters set forth herein or by virtue of the fact that Trustee holds legal title to the Property. 6. Protection of Third Parties Dealing with Trustee. (a) No party dealing with Trustee in relation to the Property in any manner whatsoever, and (without limiting the foregoing) no party to whom the Property or any part of it or any interest in it shall be conveyed, contracted or sold, leased or mortgaged by Trustee, shall be obliged: (1) to see to the application of any purchase money, rent or money borrowed or otherwise advanced on the Property; (2) to see that the terms of this Trust Agreement have been complied with; (3) to inquire into the authority, necessity or expediency of any act of Trustee; or (4) to inquire into any of the terms of this Trust Agreement (nor shall any such party be privileged to do so). (b) Every deed, mortgage, lease or other instrument executed by Trustee in relation to the Property shall be conclusive evidence in favor of every person claiming any right, title or interest under the Trust that: (1) at the time of its delivery the Trust was in full force and effect; (2) the instrument was executed in accordance with the terms and conditions of this Trust Agreement and all its amendments, if any, and is binding upon all beneficiaries under it; (3) Trustee was duly authorized and empowered to execute and deliver each such instrument; and, (4) if a conveyance has been made to a successor or successors in trust, that the successor or successors have been appointed properly and are vested fully with all the title, estate, rights, powers, duties and obligations of its, his or their predecessor in trust. 7. Trust Agreement not to be Recorded. This Agreement shall not be placed on record in the county in which the Property is situated, or elsewhere; but if it is recorded, such recording shall not be considered as notice of the rights of any person under this Agreement derogatory to the title or powers of Trustee. 8. Beneficiary Cannot Bind Trustee or Other Beneficiary. No Beneficiary shall have the authority to contract for or in the name of Trustee, unless Trustee expressly consents in writing. 9. Forbiddinu Use of Name of Trustee for Publicity. The name of Trustee shall not be used by Beneficiary in connection with any advertising or other publicity whatsoever without the written consent of Trustee. 10. Insurance. Beneficiary shall during the term of this Trust Agreement maintain and purchase at its expense insurance either in the name of Trustee or showing Trustee as an additional insured thereunder, with such insurance to protect Trustee against public liability in the amount of not less than $1,000,000.00 (single limit) and to protect Trustee against such other hazards or liabilities as Trustee may reasonably require and in such amounts as Trustee may reasonably require. All such insurance shall be written on insurance companies reasonably acceptable to Trustee. At the request of ORIGINAL RECEIVED -3- JUL 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • Trustee, certificates reflecting such coverage to be in effect currently shall be delivered to Trustee. All policies of insurance and certificates shall contain a provision that thinly (30) days notice shall be given to Trustee by the insurance company issuing such policies prior to cancellation or tennination of such policies of insurance. In the event Beneficiary fails to make any payment for premiums on such policies of insurance Trustee may, but is not required to, make such payment and such payment shall be considered an advance made by Trustee under the provisions of paragraph 12 of this Trust Agreement. 11. Multiple Beneficiaries. In the event that, now or at any time hereafter, the term "Beneficiary" as used in this Trust Agreement includes more than one beneficiary, then, in that event, all persons included in the term "Beneficiary" shall be jointly and severally liable for the obligations of Beneficiary under this Trust Agreement. 12. Trustee Responsibility to Make Advances or Incur or Pay Expenses. (a) Trustee shall have the right, but not the duty, to make any advances or incur or pay any expenses on account of this Trust Agreement or the Property, If Trustee shall make any such advances or incur or pay any such expenses on account of this Trust Agreement of the Property, or shall incur any expenses by reason of being a party to any litigation in connection with this Trust Agreement or the Property, or if Trustee shall be compelled to pay money on account of this Trust Agreement or the Property, whether for breach of contract, injury to person or property, taxes of any kind, fines or penalties under any law, or otherwise, in any manner under this Trust Agreement, then Beneficiary, on demand by Trustee, shall pay to Trustee, together with interest computed on a daily basis at an annual rate equal to three percent (3%) in excess of the prime rate of interest published in the Wall Street Journal, the amount of all such expenses, advances or payments made by Trustee, plus all of the trustee's expenses, including attorneys' and paralegal assistants' fees incurred by Trustee in such matters, including attorneys' and paralegal assistants' fees for representation through any appeals. (b) Trustee shall have the right, but not the duty, to employ and consult with attorneys regarding Trustee's rights, obligations and liabilities under this Trust Agreement and the Property, and any and all costs and expenses incurred by Trustee by virtue of such employment and consultation shall be deemed to be an advance or expense made or incurred by Trustee under this paragraph to be paid by Beneficiary on demand. Any other funds expended by Trustee under any other provision of this Trust Agreement shall also be deemed to be an advance made by Trustee under this paragraph 12. Beneficiary further agrees to indemnify and hold Trustee harmless of and from any and all expenses, including but not limited to, all costs and attorneys' fees, advances, payments or liabilities incurred by it for any reason whatsoever as a result of this Trust Agreement or Trustee holding legal title to the Property under this Trust Agreement. (c) Trustee shall not be obliged to convey, transfer or otherwise deal with the Property or any part of it or to follow any instructions of Beneficiary unless and until all of the payments, advances and expenses made or incurred or paid by Trustee on account of this Trust Agreement or the Property shall have been paid, with interest at the rate set forth herein. Further, after making written demand on Beneficiary to pay to Trustee all payments, advances and expenses made or incurred by Trustee on account of this Trust Agreement or the Property, Trustee shall be entitled to and shall have a lien on the Property to secure all such payments, advances and expenses, together with interest thereon at the rate set forth herein and all costs and expenses, including attorneys' fees, which Trustee may incur or become liable for in collecting such amounts from Beneficiary. 13. Trustee Responsibility with Resroect to Leal Proceeding. Trustee shall be under no duty to take any action, to pay any money or to incur any expenses in regard to any legal proceeding involving this Trust Agreement or the Property unless it shall elect, in its absolute discretion, to do so. As a condition of such action, Trustee must first be funushed with cuff cient funds or be indemnified to its satisfaction by Beneficiary. If Trustee is served with process or notice of legal proceedings or of any other matters concerning this Trust Agreement or the Property, the sole duty of Trustee shall be to forward the process or notice to Beneficiary. In such case, Beneficiary shall defend such action in the name of Trustee with counsel reasonably acceptable to Trustee; provided, however, that Trustee may at any time resign as such under this Trust Agreement or personally appear in such proceeding. ORIGINAL RECEIVED -4- JUL 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 14. Resigrration/Death or Incapacity of Trustee. (a) Either or both of the trustees who are included in the meaning of the terns "Trustee" under this Tnast Agreement may resign at anytime by giving written notice of such intention to resign to Beneficiary. The resignation shall become effective after Trustee has executed any and all documents furnished to the either or both of the trustees by Beneficiary and satisfactory to Tnistee for execution, which documents shall be for the purpose of conveying to any successor trustee all existing rights of Trustee under this Trust Agreement and title to the Property; provided, however, that such resignation shall become effective no later than thirty (30) days after notice of resignation has been delivered to Beneficiary. ff Trustee is advised in writing by Beneficiary as to who the successor trustee is to be, Trustee has the right, but not the duty, to prepare, execute, deliver and/or record any and all documents which are necessary, in the absolute discretion of Trustee, to convey or transfer title to the Property to such successor trustee. If notice of the successor trustee is not given to Trustee in writing within twenty (20) days after notice of resignation has been delivered to Beneficiary or if Beneficiary fails to furnish documents satisfactory to Trustee for execution within twenty (20) days after notice of resignation has been delivered to Beneficiary, Trustee may convey title to the Property to Beneficiary and the deed of conveyance may be recorded by Trustee. Notwithstanding the resignation by Trustee as provided herein, Beneficiary shall, upon such resignation, immediately pay to Trustee all payments, advances or expenses made or incurred by Trustee in regard to this Trust Agreement or the Property and Trustee shall continue to have a lien on the Properly to secure the payment of such sums as set forth in pazagraph 12, which lien Trustee may evidence by causing to be recorded in the Public Records of Hillsborough County, Florida, a notice of lien specifying the amount of money owed to it by Beneficiary. Trustee may thereafter enforce its lien against the Property by appropriate judicial proceeding and, in such proceeding, Trustee shall be entitled to recover from Beneficiary, and the same shall be a lien on the Property, all its costs and expenses, including attorneys' and pazalegal assistants' fees and costs. (b) Upon the death or incapacity of either of the two trustees included in the meaning of the term "Trustee," the survivor of them shall continue to act as Trustee until a successor to the deceased or incompetent trustee is appointed by Beneficiary. ff both of the trustees die or become incompetent, Beneficiary will immediately appoint a successor or successor trustees to act as Trustee under this Trust Agreement. Beneficiary will be responsible for taking such action and/or preparing such documents as may be necessary to cause the public records of Hillsborough County, Florida to reflect the true identity of the new Trustee. 15. Amendment of Tnust A Bement. This Agreement contains the entire understanding between the parties and maybe amended only by a written agreement signed by Trustee and Beneficiary. 16. Florida Law Governs. This Agreement shall be construed, governed, interpreted and enforced in accordance with the laws of the State of Florida. 17. Notices. Any notice which must or may be given under this Trust Agreement or by any applicable law shall be in writing and shall be deemed given on the date hand delivered, or one day after deposit in Federal Express or other guazanteed overnight courier, or three (3) business days after deposit in the United States Mail, certified or registered, return receipt requested. Each written notice shall be addressed as follows: If to Trustee: Loren M. Pollack and H. Sara Golding Scher, as co-trustees c% Stuart S. Golding Company 27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 ORIGINAL RECEIVED - 5 - J~JP~ 2 8 2006 pLANNINC DEPARTMENT CITY OF CLEARWATER `, ffto Beneficiary: Sunset Square General Partnership Attn: Mr. Loren M. Pollack c% Stuart S. Golding Company 27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 Either party may, by subsequent written notice, designate a different address for receiving notice. 18. Certified Copies Satisfactory Evidence. Copies of this Trust Agreement or any amendment to it, certified by Trustee to be true and correct, shall be satisfactory evidence of such Trust Agreement for all purposes. 19. Successors Bound by this Agreement. The terms and conditions of this Agreement shall inure to the benefit of and be binding upon any successor trustee under it, as well as upon the personal representatives, administrators, heirs, assigns and all other successors in interest of Beneficiaries. Every successor trustee shall become fully vested with all the title, estate, rights, powers, trusts and shall be subject to the duties and obligations of its predecessor under this Trust Agreement. The term Trustee shall thereafter mean and refer to such successor trustee. 20. Term. The term of this Trust Agreement shall be for a period of twenty (20) years from the date of this Trust Agreement, unless sooner revoked as otherwise provided in this Trust Agreement. Upon expiration of this Trust Agreement, Trustee shall convey the Property to Beneficiary, unless Trustee and Beneficiary have agreed to an extension of the term of this Trust Agreement. 21. Trustee Acts Only on Written Authorization. It is agreed by the parties hereto that Trustee will deal with the Property, including cash or other assets of any kind which may become subject to this Trust Agreement, only when authorized and directed to do so in writing by Beneficiary. On the written direction of Beneficiary, Trustee shall execute deeds for, or mortgages or trust deeds (which may include a waiver of the right of redemption from sale under an order or decree of foreclosure) or execute leases all in regard to the Property or otherwise deal with the title to the Properly, including cash or other assets subject to this Trust Agreement. All documents to be executed by Trustee shall be prepared by Beneficiary and furnished to Trustee with written directions by Beneficiary to execute and redeliver such documents to Beneficiary or to any third person or persons. Trustee shall not be obligated to execute any instrument which may, in the opinion of Trustee, result in personal liability to Trustee and rather than executing any instruments under this paragraph, Trustee may resign as Trustee under this Trust Agreement as provided in pazagraph 14. In the event Trustee so resigns, Trustee shall be under no duty to execute any instruments other than instruments provided in paragraph 14 regarding conveyance of title to the Property. Trustee shall not be required to inquire into the propriety of any written direction by Beneficiary or the authority of the person signing such directon. To the extent Trustee follows any written direction received from Beneficiary, including, but not limited to, the execution and delivery by Trustee in accordance with written direction of Beneficiary of any deed or other instrument relating to the Property, Trustee shall have no duty, liability or obligation whatsoever. Beneficiary shall indemnify and hold Trustee harmless from and against all claims, demands, costs and expenses (including attorneys' fees and costs), losses, liabilities and obligations which Trustee may pay, incur or sustain by virtue of Trustee following such written instructions. 22. Trustee Not Individuall Liable. Trustee shall have no individual liability or obligation whatsoever arising from its ownership of or holding legal title to the Property, or with respect to any act done or contract entered into or indebtedness incurred by it in dealing with the Property or in otherwise acting under this Trust Agreement upon the direction of Beneficiary, except only so far as the Property and any trust funds in the actual possession of Trustee shall be applicable to the payment and discharge of such liability or obligation. By way of illustration and not by way of limitation, Trustee shall be under no duty whatsoever to execute or enter into any instrument or agreement which does not contain language acceptable to Trustee providing that Trustee shall have no personal liability whatsoever and that the liability of Trustee shall be limited solely to any property that Trustee holds under this Trust Agreement. ORIGINAL RECEIVED -6- J~1L 2 8 ZOQ6 PLANNING dEpAR1'MENT CITY OF CLEARWATER • 23. Disclosure of Interests. Trustee shall not, without the prior written consent of Beneficiary, disclose to any person this Trust Agreement or Beneficiary for whom Trustee holds fitle to the Property hereunder, unless compelled to do so by legal process or applicable law. Trustee shall not however be liable or responsible under this paragraph for any inadvertent disclosures made by it. 24. Trustee Not Required to Give Warranty. Trustee shall not be required to execute any instnunent containing covenants of general warranty. 25. No Third-Party Beneficiary. This Trust Agreement is solely for the benefit of the parties hereto and no person or persons not a part to this Trust Agreement shall have any rights or privileges under this Trust Agreement either as a third-party beneficiary or otherwise. 26. Revocation. Beneficiary may, at any time, by written instrument delivered to Trustee revoke this Trust Agreement. Upon receipt of notice of revocation, Trustee shall convey title to the Property in accordance with the procedures set forth in paragraph 14 of this Trust Agreement. 27. Residency of Beneficiary. Beneficiary represents that it is a Florida general partnership, duly organized and authorized to act as Beneficiary under this Trust. 28. Assignment of Beneficial Interest. Beneficiary may not assign any or all of its interest as Beneficiary under this Trust Agreement unless and until both of the following two (2) conditions have been met: (a) The original or executed duplicate of an assignment subscribed in the presence of two witnesses is delivered to Trustee and Trustee has accepted in writing such assignment; provided, however, that Trustee shall be under no duty or obligation whatsoever to so accept any assignment, and Trustee may in its absolute discretion determine whether or not to accept such assignment and may in its discretion reject such assignment; and (b) The assignee of any beneficial interest agrees in writing to be bound by all the duties and obligations of Beneficiary under this Trust Agreement including, but not limited to, the duty and obligation to pay to Trustee all advances and expenses set forth in paragraph 12. Upon the acceptance by Trustee of an assignment as set forth in subparagraphs (a) and (b) hereof, the Beneficiary so assigning its interest under this Trust Agreement shall have no further liability or obligation under this Trust Agreement but only for any acts of Trustee taken or performed after the acceptance by Trustee of such assignment, provided such assignment conveys the entire interest of such assigning Beneficiary under this Trust Agreement. Beneficiary shall continue to be liable for matters occurring prior to the acceptance by Trustee of such Assignment. Every assignment of any beneficial interest, the original or duplicates of which shall not have been delivered to and accepted by Trustee in writing, shall be wholly ineffective as to Trustee and all subsequent assignees or purchasers without notice. 29. Miscellaneous. The captions for the paragraphs contained herein are solely for the convenience of the parties and do not, in themselves, have any legal significance. In this Trust Agreement, the plural includes the singular and, vice versa, and masculine, feminine and neuter pronouns and the words "Trustee" and "Beneficiary" shall each include all genders. This Trust Agreement constitutes the complete agreement between the parties hereto and there are no representations, agreement or understandings other than as set forth herein. ORIGINAL RECEIVEQ -7- JUL 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ~ ~ IN WITNESS WHEREOF, Trustee and Beneficiary have executed this Agreement the day and year first written above. SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: witness LOREN M. POLLACK, as trustee Post Office Address: c% 27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 ~° H. SARA GOLDINFi SCHER, as trustee Post Office Address: witness name]: ~„ , c% 27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 "TRUSTEE" ORIGINAL RECEIVED s _ .~~J~. 2 8 2Q06 PwNn~lr~~..~~v~~~.~ :,wj~FS~r CITY O~ LI.E,Af;V-f;'~1~F..R SUNSET SQUARE GENERAL PARTNERSHIP, a Florida general partnership By: PSK ASSOCIATES LIIvIITED PARTNERSHIP, a Florida limited partnership, one of its two general partners By: PSK, In .,~ a Florida corporation { By: - . ~~. [p t witness name] ~ D2v H: Sara Molding Scher As its: President Post Office Address: [p ' t witness name]: L '~_ c% 27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 Loren M. Pollack, one of its two general partners Post Office Address: c% 27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 "BENEFICIARY" ORIGINAL RECEIVED - 9 - t~1JL 2 8 2006 PLANNING DEFsHKTMENT CIN OF CLEARWATER ACKNOWLEDGEMENTS STATE OF ~~ ~ ~ I' (~ ) )ss. COUNTY OF ~~~~ (.~.r~ ) The foregoing instrument was ackno ore me flu's ~ O day of ~ ~ ~T-- , 1996, by LOREN M. POLLACK, as trustee. He_`pers~r orally ]crown a or has produced as identification. -'-- STATE OF ~` ~~\ (.~ ) )ss. COUNTY O ~ ~j~-~~ ) The foregoing instnunent was acknowledged before me this~da of ~~ ~ 1996, b H. SARA GOLDING SCHER, as trustee. She i onall known o me or has produced as identification. --- of Notary Public -State of Florida Print, Type or Stamp Commissioned Name of Notary Public JUDITH L. SMITH N~ Public, State Of Florida At Lams ~ ~~~ Expires May 2, 1998 Number 378758 ORIGINAL RECEIVED - io - .1U(~ 2 8 2006 PLANNING UEPAKTNIENT CITY OF CLEARWATER Print, Type or ~[io~c~ of Notary Public ~, ~~ state of ~o ~3~~~ :~ • STATE OF ~\ ~ ~ ~ ~4 ) ~\A~ )ss. COUNTY OF ~ ~~I~ ) The foregoing instrument was acknowledged before me this day of ~ (~ , 1996, by H. Sara Golding Scher, as President of PSK, Inc., a Florida corporation, general partner of PSK Associates Limited Partnership, a Florida limited partnership, one of two general partners of SUNSET SQUARE GENERAL PA~NERSHIP, a Florida general partnership, on behalf of the corporation, limited partnership and general partnership. is personally known to me or has produced _ as identificatinII._._._ Sigh~ture of Notary Public -State of Florida Jt1DITF1 L SMITH Print, Type or Sta~~~~ Florld~~.~q~ublic Commtsslon Number 378756 STATE OF \ ) )ss. COUNTY OF _ ~ t~j ) The foregoing instrument was acknowledged before me this`- day ofC\'i \~ ~~ ~ , 1996, by LOREN M. POLLACK, one of two general partners of SUNSET SQUARE GENERAL PARTNERSHIP, a Florida general partnership, on behalf of the general partnership. He `personally 1 to a or has produced as identification. of Notary Public -State Print, Type or Stamp Commissioned Name of Notary Public JUp1T~-i L. g Notary pubi~t~ate Of Florda At l.aras ~ Com~ ~Pires Ma H~mQer 3T87~988 hi~a~eigoia;~aa~.~ ORIGINAL RECEIVED - 11 - ~U~ 2 ~ 2006 PANNING DEPARTMENT CITY OF CLEARWATER t EXHIBIT "A" The northwest'/a of the northeast'/a of the southwest `/4 of Section 2, Township 29 South, Range 15 East, Pinellas County, Florida. Excepting therefrom the northerly 50 feet reserved from Sunset Point Road and excepting therefrom the westerly 50 feet reserved for Highland Avenue. ORIGINAL RECEIVED ~~~ 2 8 200 PLANNING f3EpART~ENT CITY OF CLEARWATER SUNSET POINT SHOPPING CENTER (FLS2006-07049 Section 2-703. R. 1. Lot area and size: The lot area is greater than the 10,000 s.f. min; and therefore this section is not applicable. 2. Height: a. The increased height for a portion of the west and north facades allows for properly scaled signage, and a reduction of ground mounted signage. In addition, the large oak trees on the site can be maintained with the increased building height for identification of the business and orientation of the entrances. b. All contiguous residential properties are located to the east of the existing center and therefore, this request for increased height for a portion of the structure does not impact any view corridors. For the residential properties to_the north of Sunset Point Road, the existing large oak trees will remain so that those view components will not be reduced. 3. Side and rear setbacks a. The reduction of the front yard setback (Sunset Point Rd.) is to the pavement and not the• building, thus resulting in improved access to all sides of the new and existing structures. b. The reduced setback allows for a more efficient parking and circulation pattern as well as dispersing the parking spaces more evenly around the new and existing structures. c. The reduced setback to the pavement, and not the building, will provide for greater landscape areas around the existing oak trees and will greatly increase the interior landscaped areas from the existing conditions. 4. Off-street parking: due the more efficient layout and circulation patterns, no reduction in the required number of parking spaces is requested. ORIGINAL RECEIVED ~~G o Fj 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ; .~ ~' s' IN~ # 96-132971 MAY , 1996 2:13PM PREPARED BY AND AFTER CORDING RETURN TO: David R. Brittain, Esquu-e Trenam, Kemker, Scharf, Barkin, Frye, O'Neill & Mullis I OI E. Kennedy Blvd., Suite 2700 Tampa, FL 33602 , °'i~j _,-~_. -----~ ;; FEES [Space Above This Line for Recording ---_ ~ .~- ~INELLAS COUNTY FLA, O REC.BK 9343 PG 1036 ._-s?- '.:j.` E~ - i';- it - ~ - L~ 4 'v ? i~~'i-~~ - ,,are- -., MTF ~_ P/C -- SPECIAL WARRANTY DEED REV _ TOTAL THIS SPECIAL WARRANTY DEED, made and executed this Z~ ~ day of ~~_, 1996, by LOREN M. LLACK and ROBERTA M. GOLDING, as co-trustees (collectively, "Grantors") and LOREN M. POLLACK and ~ H. SARA GOLDING SCHER, as co-trustees under agreement dated _ ~~ t :.~ 1-.3.1`tk ~ (collectively, "Grantees"), whose post address is c% Stuart S. Golding Company, 27001 U.S. Highway 19 North, Suite 2095, Clearwater, FL 34621. WITNESSETH: That Grantors, for themselves, their heirs, personal representatives, successors and assigns, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency whereof are hereby acknowledged by Grantors, have granted, bargained, sold, aliened, remised, released, conveyed, and confirmed, and do hereby grant, bargain, sell, alien, remise, release, convey, and confirm, to Grantees, Grantees' heirs, personal representatives, successors and assigns forever, the following real property located in Pinellas County, Florida (the "Property"): REAL PROPERTY DESCRIBED IN EXHIBTT "A" ATTACHED HERETO AND MADE A PART HEREOF. TOGETHER WITH all the tenements, hereditaments, and appurtenances, with every privilege, right, title, interest and estate, reversion, remainder, and easement thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same unto Grantees, Grantees' successors and assigns, and to thee- proper use, benefit, and behoof in fee simple forever. Full power and authority is granted by this Deed to Cn-antees, Grantees' successors and assigns, to protect, conserve, sell, lease, encumber, and otherwise manage and dispose of the Property, or any part thereof. In no event shall any party in any way dealing with Grantees with respect to the Property held in trust by Grantees be obliged: (a) to see to the application of any funds paid or advanced on the Property; (b) to see that the terms of the trust have been complied with; (c) to inquire into the necessity or expediency of any act of Grantees; or (d) to inquire into any of the ternis or provisions of the trust. Every deed or other instrument executed by Grantees in relation to the Property shall be conclusive evidence in favor of every person relying upon or claiming under such deed or instrument that: (a) at the time of its delivery the trust was in full force and effect; (b) the instrument was executed in accordance with the terms, conditions, and limitations of the trust and is binding upon all beneficiaries under the trust; (c) Grantees were duly authorized and empowered to act as the settlors of such trust; and (d) if the deed or instrument is executed by a successor or successors in trust, the successor or successors in trust have been appointed properly and vested with all the title, estate, rights, powers, duties and obligations of the predecessor or predecessors ~i trust. Any contract, obligation, or indebtedness incuYred or entered into by Grantee ui connection with the Property may be entered into by Grantees in Grantees' own names as trustees of an express trust and not individually. Grantees shall have no obligation or indebtedness except only insofar as the trust properly and funds ir- the actual possession of Grantees shall be applicable to its payment and discharge, and all persons and entities whomsoever and whatsoever shall be charged with notice of this condition fi-om the date of the filing for record of this deed. The interest of the beneficiaries under the bust shall be deemed personal property only. Grantors hereby covenant with Cn-antees that, except for those matters described in Exhibit "B" attached hereto and made a part hereof (the "Permitted Encumbrances"), the Property is free and clear of all encumbrances made by Grantors ORIG;NAL RECEIVED .lUL 2 8 2006 PLANNING DEPARTMENT CETY Q~ ~;.1 ~AR1~n,1•rt~ INELLAS COUNTY FLA. ''~ ' OI~REC.BK 9343 PG 1037 and that, subiect to and except for the Permitted Encumbrances, Grantors hereby warrant and will defend the title to the Property against the lawful claims of all persons claiming by, through or under Grantors, but against none other. IN WITNESS WHEREOF, Grantors have executed this Special Warranty Deed as of the date and year first stated above. SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: mt witness name r n t witness name]: As to Loren M. Pollack ~, LOREN M. POLLACK, as trustee Post Office Address: ~z Srt-uct,.-j_ ~. C~~ t ~~', n.~ C't ~,~ ~:~ °"~ c%r27001 U.S. Highway 19 North Suite 2095 ROBERTA M. GOLDING, as trustee Post Office Address: ~~. ~-cic:.c -r- ~~ : C-~c> (~ ' - t ~~~ W' ~"t v''-1 ~le,27001 U.S. Highway 19 North Suite 2095 Clearwater, FL 34621 As to Roberta M. Golding "GRANTOR" STATE OF FLORIDA COUNTY OF ~ ACKNOWLEDGMENTS ss. The foregoing instrument was~knowledged before me this \ '~ day of ~, 1996 by Loren M. Pollack, as Trustee. He is [check applicable] / personally known to me or has produced a valid driver's license of the State of as identification. ~ ~- ~ \_..._ s. N e: (AFFIX NOTARY SEAL) Notary Public My Commission Expn-es: JUDITH t. SMITH Hoary puDiic. State Of Florida At large. My Commission Expires May 2. 1998 ~ntsslon Number 378756 ORIGINAL RECEIVED ,~~~~ 2 8 2000 PLANNING DEPARTMENT CITY OF CLEARWATER ` ~INELLAS COUNTY FLA. OF .REC.BK 9343 PG 1038 STATE OF T ORIDA ) ss. COUNTY OF ~ ~` ~ ) The foregoing instrument was ac ledged before me thi day of ~ \ L.,_1996 by Roberta M. Golding, as 'Trustee. She is [check applicable) personally known to me or has produced a valid driver's license of the State of as identification. ~_ r, N e: v ~` rs (AFFIX N~' Tom; tY S~E~) I~ttat Public,;.. , 'ssion Expires: OIeItQ Shb Ot R01tElS At 1~ ,~.;;...: ~~Eh,,. ~:.,:r;.. ~ ~ Nw~r 3787~g~'98a ******************************************* The following information is provided pursuant t® Florida Statutes, Section 689.02(2): Property Appraiser's parcel identification numbers (if available): ~ ! J cat. •~.~/ j~-~ ~'~'-~.3-)/ Oac% ~L~)-v 1:\re\drb\golding\sun set\deed ORIGINAL RECEIVED ~IJ~ 2 8 2Qf~~ 3 PLANNING UEwARTMENT CITY OF CLEARWATER `,, • ~INELLAS COUNTY FLA. ` OF REC.BK 9343 PG 1039 EXI-)~IBIT "A" The northwest ~/< of the northeast '/4 of the southwest `/4 of Section 2, Township 29 South, Range 15 East, Pinellas County, Florida. Excepting therefrom the northerly 50 feet reserved fi~om Sunset Point Road and excepting therefrom the westerly 50 feet reserved for Highland Avenue. ORIG,N~4L RECEIVED JUL 2 8 ZOQ6 PLANNWCG UEF'ARTr~ENT CITY OF CI_I»AR'~l;~TER ~, • ~NELLAS COUNTY FLA. OFF.REC.BK 9343 PG 1040 EXI~IIBTIr nBrr [Permitted Encumbrances] 1. Real Estate taxes and assessments for the yeaz 1996 and subsequent years. 2. Zoning, land use and other governmental restrictions. 3. Easements, reservations, limitations and restrictions of record; provided, however, that this deed will not be deemed to reimpose or extend any such matters. ORIGINAL RECEIVED .f UL 2 81006 PLANN-NG UEPART~ENr CITY pp r''L.~": ~;~?1'tr,~e Ek LEGAL DESCRIPTION The NW 1/4 of the NE 1/4 of the SW 1/4 of Section 2, Township 29 South, Range 15 East, less the Westly 50 feet thereof for Highland. Avenue and less the Northerly 50 feet thereof for Sunset Point Road. ORIGINgL RECEIVED ~~~ 2 ~ zoos ~'LANNING pEP CITY OF CLEARW ER T Clearwater August 07, 2006 Fowler & Assoc 1421 Court St Suite D Clearwater, F133756 ITY OF CLEA~WATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUII.DING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MY CLEARW ATER. C OM RE: FLS2006-07049 -- 1861 N HIGHLAND AVE -- Letter of Completeness Dear Fowler & Assoc The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-07049. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on August 31, 2006, in the Planning Department conference room -Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments maybe generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or S colt. Kurleman@myclearwater. com. Sincerely yours, ~~ Scott Kurleman Planner II Letter of Completeness - FLS2006-07049 - 1861 NHIGHLAND AVE `Clearwater August 02, 2006 Fowler & Assoc 1421 Court St Suite D Clearwater, Fl 33756 ~ITY OF CLEA~WATER PLANNING DEPARTMENT MUNICIl'AL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM RE: FLS2006-07049 -- 1861 N HIGHLAND AVE -- Letter of Incompleteness Dear Fowler & Assoc The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-07049. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. ..1~ Top of page 2/7, transfer of development rights question has not been answered. Reply. . ' Top of page 3/7, provide responses to the flexibility criteria. 2-703.R. Community Develoment Code. Section E. must be initialed. Per section F. provide a tree inventory by a certified arborist. er section G., provide a utility plan. how proposed drainage swales on landscape plan. ~Z~Show or note that all interior landscape islands will have curbing. ,16~ Section K must be initialed. .~~Section L. must be initialed. Per section 3-1202.E.2. foundation plantings are required on all building facades facing street ROW. Revise Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Monday, August 7, 2006 at Noon. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, ~- Scott Kurleman Planner II Letter of Incompleteness - FLS2006-07049 - 1861 N HIGHLAND AVE • LL CITY OF CLEARWATER ° ear~vater August 09, 2006 > PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING ° 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MY C LEARW ATER. C OM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1861 N HIGHLAND AVE (FLS2006-07049) To Surrounding Property Owners: As a property owner within 500 feet of 1861 N HIGHLAND AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval for a reduction to the front (north) setback from 25 feet to 15 feet (to pavement) and an increase in building height from 25 feet to 30 feet under the provisions of Section 2-703.R. . On August 31, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be August 31, 2006. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on August 31, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, v ~ Scott Kurleman Planner II Letter of Notification - FGS2006-07049 - 1861 N HIGHLAND AVE FLS2006-07049 ALLISON, CHARLIE ALLISON, LISA 1445 THAMES LN CLEARWATER FL 33755 - 2061 BOSWELL, SEAN B 111 N MYRTLE # 5008 CLEARWATER FL 33755 - 4536 CARSON, KATHLEEN D 1509 ERIN LN CLEARWATER FL 33755 - 1513 COMMISTO, GLORIA M 2461 CANADIAN WAY # 57 CLEARWATER FL 33763 - 3755 DAMS, JOHN A III DAMS, CATHERINE J 1445 SPRING LN CLEARWATER FL 33755 - 2046 FOSTER, PAUL M FOSTER, NANCY J 1901 HIGHLAND AVE CLEARWATER FL 33755 - GIRARDO, MIRIA M 1450 JOEL LN CLEARWATER FL 33755 - HERLIHY, CORNELIUS V HERLIHY, ELIZABETH 1450 THAMES LN CLEARWATER FL 33755 - 2060 KERN, HEIDI R 1827 FLORA LN CLEARWATER FL 33755 - 2016 • ASTBURY, ANNA ELIZABETH 1465 JOEL LN CLEARWATER FL 33755 - 2024 BUDKE, STANLEY BUDKE, KATHLEEN 1521 ERIN LN CLEARWATER FL 33755 - 1513 CARTER, DEBRA T 1900 FLORA RD CLEARWATER FL 33755 - 1516 COVINGTON, ALICE J 1437 THAMES LN CLEARWATER FL 33755 - 2061 DE JESUS, DORIS DE JESUS, LUIS 1835 FLORA LN CLEARWATER FL 33755 - 2016 Fountain Square Condo Association 1799 Highland Ave, # 147 Q Clearwater, FL 33755 GRACE LUTHERAN CHURCH 1812 N HIGHLAND AVE CLEARWATER FL 33755 - 2136 HERLIHY, VINCENT J 77 CARPENTER AVE # lA MT KISCO NY 10549 - 2422 KESLER, CHARLES D 1824 FLORA LN CLEARWATER FL 33755 - 2015 • BASIAGA, HELENA EST 314 S MAYWOOD AVE CLEARWATER FL 33765 - 4220 CARON, DWAYNE A 1441 SPRING LN CLEARWATER FL 33755 - 2046 Clearwater Neighborhoods Coalition Doug Williams, President 2544 Frisco Drive Clearwater, FL 33761 CURRENT OWNER 1844 FLORA LN CLEARWATER FL 33755 - 2017 DRAKE, DAVID W 1845 FLORA LN CLEARWATER FL 33755 - 2016 G&L527LLC 1655 PINE PL CLEARWATER FL 33755 - 1354 HARGRAVE, IRENE 1440 SPRING LN CLEARWATER FL 33755 - 2045 HUNTLEY, MATTHEW C HUNTLEY, LORI L 1433 SPRING LN CLEARWATER FL 33755 - 2046 KOETZLE, CRAIG M KOETZLE, LOUISE 1446 JOEL LN CLEARWATER FL 33755 - 2022 KRZYWONOS, JOY K LANDMARK BANK OF CLW LAWLESS, MARY C 1448 SPRING LN C/O BURR WOLFF 1441 THAMES LN CLEARWATER FL 33755 - 2045 PO BOX 2818 CLEARWATER FL 33755 - 2061 ALPHARETTA GA 30023 - 2818 LE WITSCH, LINDA K 110 QUEENS CT MASSAPEQUA PARK NY 11762 - 4022 MC GUIRK, FRANCIS J MC GUIRK, M EILEEN 1438 THAMES LN CLEARWATER FL 33755 - 2060 MEXICO GRANDE INC 1874 N HIGHLAND AVE CLEARWATER FL 33755 - 2138 MOTIVA ENTERPRISES 1100 LOUISIANA ST STE 2200 HOUSTON TX 77002 - 5245 NEAL, PATRICIA V 1460 SUNSET POINT RD CLEARWATER FL 33755 - 1536 PETRUCCI, DANTE J PETRUCCI, DORA 7 GLENVIEW RD SOUTH ORANGE NJ 07079 - 1003 POLLACK, LOREN M THE SCHER, H SARA THE 27001 US HIGHWAY 19 STE 2095 CLEARWATER FL 33761 - 3490 RODRIGUEZ, JORGE L RODRIGUEZ, OLAGUER III 1840 FLORA LN CLEARWATER FL 33755 - 2017 SAIFI, ALI M STUART, ARRON T 1840 N HIGHLAND AVE CLEARWATER FL 33755 - 2138 MATE, ROSALINA C 1900 N HIGHLAND AVE CLEARWATER FL 33755 - 1519 MC MURRICH DEV CO INC 203 LOOKOUT PL # A MAITLAND FL 32751 - MILLAN, RUBEN MILLAN, MIRTA N 1904 FLORA RD CLEARWATER FL 33755 - 1516 MULVANEY, BRYAN P 1823 FLORA LN CLEARWATER FL 33755 - 2016 NISIROS INC 1844 N HIGHLAND AVE CLEARWATER FL 33755 - 2138 PIERRO, KAREN -1434 SPRING LN CLEARWATER FL 33755 - 2045 POLLACK, LOREN M THE SCHER, H SARA THE 27001 US HIGHWAY 19 STE 2095 CLEARWATER FL 33761 - 3490 ROSARIO, MARIXA 1442 JOEL LN CLEARWATER FL 33755 - 2022 SCHURMAN, CAROLE S 1442 THAMES LN CLEARWATER FL 33755 - 2060 n LJ MC CLINTOCK, KARL W MC CLINTOCK, JANE L 2104 LIONS CLUB RD # 2 CLEARWATER FL 33764 - 6882 METZING, LENORA 1842 E GILMORE RD MARKLEVILLE IN 46056 - 9777 MORGRAN CO 3030 N ROCKY POINT DR W # 560 TAMPA FL 33607 - 5905 MURRAY, PEGGY A 1841 FLORA LN CLEARWATER FL 33755 - 2016 PARKER, MARY H 1480 SUNSET POINT RD CLEARWATER FL 33755 - 1538 PITTFIELD, CHERYL A 1436 SPRING LN CLEARWATER FL 33755 - 2045 POLLACK, LOREN M THE SCHER, H SARA THE PO BOX 1000 PORTLAND ME 04104 - 5005 RYNDERS, DAVID RYNDERS, JUDITH A 1515 ERIN LN CLEARWATER FL 33755 - 1513 SHIELDS, SCOTT T 1959 ATLANTIS DR CLEARWATER FL 33763 - 4506 S1NGH, GURSAGAR SKEIE, JAMES STRUBLE, THOMAS J 1453 SUNSET POINT RD 1849 FLORA LN 1452 SPRING LN CLEARWATER FL 33755 - 1537 CLEARWATER FL 33755 - 2016 CLEARWATER FL 33755 - 2045 SZETO, CHAKSHING W 1455 SUNSET POINT RD CLEARWATER FL 33755 - 1537 TUCKER, JOHN W THE TUCKER, ROSWITHA M THE 1905 FLORA RD CLEARWATER FL 33755 - 1517 THOMPSON, CHYENNE L 1831 FLORA LN CLEARWATER FL 33755 - 2016 WATERBURY, ROBERT J 1904 N HIGHLAND AVE CLEARWATER FL 33755 - 1519 Todd Pressman 28870 US Highway 19 North Clearwater, FL 33761 WHITEHOUSE, MAURICE H 1851 FLORA LN CLEARWATER FL 33755 - 2016 WHITTINGTON, RONALD A WRIGHT, CLARE YONT, MICHAEL 1444 SPRING LN 1434 THAMES LN YONT, RAQUEL C CLEARWATER FL 33755 - 2045 CLEARWATER FL 33755 - 2060 1449 SPRING LN CLEARWATER FL 33755 - 2046 T~ Oar±j}-E ~' R November 14, 2006 ~~~ M Mr. Bob Maran stormwater Department Building Plan Review Committee City of Clearwater 100 S. Myrtle Avenue Clearwater, FL 33756 RE: Sunset Square Redevelopment City of Clearwater No.: FLS2006-07049 Otero job No.: 06-134 Dear Mr. Maran: Please find attached our Drainage Analysis and construction plans which address your Development Review Agenda stormwater comment (dated August 31, 2006). The stormwater system is designed per the City of Clearwater's Storm Drainage Design Criteria for re-development. The overall project will be reducing the impervious areas by 28,738 SF. Please see the table below which summarizes the net changes in impervious areas. DESCRIPTION EXISTING AR EA PROPOSED A REA NET CHAN GE TOTAL SITE 378,755 SF 378,755 SF 0 SF BUILDING 79,232 SF 82,247 SF 3,015 SF IMPERVIOUS 250,919 SF 219,166 SF -31,753 SF PERVIOUS 36,670 SF 65,408 SF 28,738 SF Due to the fact that.this is an existing site and that fhe overall impervious area will be reduced, we are requesting a waiver for a water quality swale which is walled on one side and an underground stormwater vault for attenuation only. Per our meeting on 9/28/6006 with you, Heather Faessler, and Scott Rice, the vault and walled swale would be an acceptable design alternative due to the existing hardship. Thank you..a11 for your prompt review on this submittal. Please feel free to contact me if I can be of . -;,: , ,. further assistance. Sincerely, Otero Engineering, Inc. C~ Rick Callison Project IVlanager Enclosures ORIGINAL RECEIVED ~~~ 16 2006 PLANNING I~EPAf2`I`IVIENT CITY OF CLEARWATER 14802 N. Dale Mabry Hwy Suite 200 Tampa, FL 33618 Phone: (813) 908-3585 Fax: (813) 908-3631 r'., c , ,, -- ~RAINAGE ANALYSIS Otero Engineering, Inc. BOT DLW TOB Project Name: Sunsef Square Redevelopment Project #.: 06-134 Date: 10/12/2006 Page 1 of 2 A. WEIGHTED COEFFICIENT OF RUNOFF PRE- RE-DEVELOPMENT Area (SF) C Pro ect Area 94408 Impervious Area 86081 0.475 Pervious Area 8327 0.2 Total Cpre = 0.45 POST- RE-DEVELOPMENT Area (SF) C Pro'ect Area 94408 ' Impervious Area 76131 0.95 Pervious Area 15,673 0.2 Pond Area 2,604 1 Total Cpre = 0.83 B. STAGE/STORAGE RELATIONSHIP WQ TREATMEN T AREA "A". Stage (ft) Area (sq-ft)' Volume (ac-ft) Accumulated Volume aaft 32.1 1,437 0 0 32.6 1,710 787 787 33.1 1,996 927 1,713 33.6 2,294 1,073 2,786 34.1 2,604 1,225 4,010 34.6 2,928 n/a 4,010 C. SEASONAL HIGH WATER DETERMINATION (Based on Soils Report) D. WATER QUALITY TREATMENT SHW = 31.0'to 31.5' VOLUME REQUIRED = 1/2" x Redevelopment Project Area VOLUME REQUIRE[ = 1/2"/12 x 94,408 = 3934 CF VOLUME PROVIDED = 3, 281 CF + 661 CF = 4, 010 CF < 3, 933 CF OK E. ATTENUATION VOLUME DESIGN STORM: 25 YR/1 HR DESIGN HYDROGRAPH: (ISOSCELES TRIANGLE) Time of ConcenVation (Tc) = 1 hr Storm Duration = 2 hrs Intensity = 3.6 in/hr Area = 94,408 sf (redevelopment area) ~ Q =(~C)(I)(A) _ (0.84-0.45)(3.6in/hr)(94,408/43560) ~ Q =(OC)(p(A) = 3 cfs Attn. Vol. Req'd = (Tc)(~ Q ) Attn. Vof. Req'd = 10,565 cf Vault Vol. Req'd = 10,813 cf - 3,934 cf (Overlapping of WQ and Attn. Vol) Vault Vol. Req'd = 6,631 cf Vault Vol. Provided = 6,856.5 cf > 6,631 cf OK ~Redevleopment Credit ORIGINAL RECEIVED I~DV 16 20Qfi PLANNING DEPARTMENT CITY OF CLEARWATER i~i~l11!/flea ~, i a° ~ ' i lid .~:,{''~'O: 1 c '':J:3 ~ • 1.3. ~ ~ ~ p~< 3T'AT ~ ~~ ~. , ~~ . , F. ALLOWABLE DISCHARGE ~ _ ~ Page i '- Predevelopment Basin Area* = 142,657 SF = 3.27 AC 'Basin area that drains to Sunset Point Road shown on construction plans, sheet SD-03. Qpre = (Cpre)(I)(A) _(0.45)(3.6)(3.27) = 5.31 cfs Weir Sizing Q~Si= 3.3(L)(H)15 = 4.67 cfs Okay L = 6.0 inches H = 2.0 feet ORIGINAL RECENED ~~~ Z ~ ZQO~ PLANNING DEPARTMENT CITY OF CLEARWATER ~~ ~"' ° ~Q~p PATENTED PRECAST CONCRETE MODULAR STORM WATER DETENTION `! ~ ~ ~ ~° SUNSET SQUARE Z ~ Z C..:,r ~ ,~; C3 ~ m ~ ~ ~ CLEARWATER, FL ~ Q ///tttttt ~ Q7 SHEET INDEX PAGE DESCRIPTION REV. 1 COVER SHEET 7 2 SINGLETRAP INSTALLATION SFECIFlCATIONS 1 2.1 SINGLETRAP INSTALLATION SPECIRCATIONS 1 2.2 SINGLETRAP INSTALLATION SPEGFlCATIONS 1 3 LAYOUT DETAIL 7 3.1 SINGLE TRAP INSTALLATION SPECIFlCATIONS 1 4 STANDARD- 2'-0• SINGLETRAP TYPEI 1 5 STANDARD- 2'-0' SINGLETRAP TYPE II 1 e STANDARD- 2'd' SINGLETRAP TYPE 81 1 7 STANDARD- 2'-0" SINGLETRAP TYPE IV 1 B STANDARD- 2'-0' SINGLETRAP TYPE V 1 JOB SITE INFORMATION DESCRIPTION JOB NAME: SUNSET SOUARE JOB ADDRESS: CLEARWATER, FI ENGINEERING CO: OTERO ENGINEERING, INC CONTACT NAME: AMBER TOMASIELLO CONTACT PHONE: 813808-3585 CONTACT FAX: 813-808.3831 STORM TRAP SUPPLIER: STORMTRAP CONTACT NAME: IffJTH PFEIFER CONTACT PHONE: S15-B41.1fi63 CONTACT FAX: 81541&1100 WATLA STORAGE REOD: 8,048.00 CUBIC FEET WATER STORAGE PROV: 8,858.50 CUBIC FEET UNIT HEADROOM: 7-0' SINGLETiUP UNIT QUANTITY: 47 UNITS • 47 TOTAL PIECES ,. P.O. BOX 782 MORRIS. IL 60x50 1~7-STORMTRAP ENGINEER INFOLRMATION: OTERO ENGINEERING,INC 14802 N DALE MARRY HWY TAMPA, FL 33618 Phone: 813908.3586 Fex: 813.908-3631 PROJEC7INFORMATON: SUNSETSOUARE CLEARWATER, I~-227&FL-08 WRRENT ISSUE DATE: 10/17/06 APPROVED BV: ISSUED FOR: REV.: DATE: DESC. BY: SHEET TITLE: COVER SHEET SHEET NUMBER: , ;.., , STORMTRAP INSTALLATION SPECIFICATION 1. STORMTRAP MODULES SHALL DE MANUFACTURED ACCORDING TO SHOP DRAWINGS APPROVED BV THE INSTAWNG CONTRACTOR AND ENGINEER. THE SHOP DRAWINGS SHALL INDICATE SIZE AND LOCATION OF ROOF OPENINGS AND INLET/ OUTLET PIPE OPENINGS. 2. STORMTRAP SHNLL BE INSTALLED IN ACCORDANCE WITH ASTM C891.90, STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRE-CAST CONCRETE UnUTY STRUCTURES. THE FOLLOWING ADDITIONS AND/OR EXCEPTIONS SHALL APPLY: 0. SPECIFlCATIONS ON THE ENGINEERS DRAWINGS SHALL TAKE PRECEDENCE. B. STORMTRAP MODULES SHALL BE PLACED ON LEVEL FOUNDATION (SEE SHEET 3.1) WITH A 1'-0' OVERHANG ON ALL SIDES THAT SHALL BE POURED IN A PLACE BV INSTAWNG CONTRACTOR. C. THE STORMTRAP MODULES SHALL BE PLACED SUCH THAT THE MAXIMUM SPACE BETNEEN ADJACENT MODULES DOES NOT IXCEED 3/4'. IF THE SPACE EXCEEDS 3/4", THE MODULES SHALL BE RESET WITH APPROPRIATE ADJUSTMENT MADE TO LINE AND GRADE TO BRING THE SPACE INTO SPECIFlCATION, D. THE PERIMETER HORIZONTAL JOINT OF THE STORMTRAP MODULES SHALL BE SEALED TO THE FOOTINGS WITH PREFORMED MASTIC JOINT SEALER ACCORDING TO ASTM C891410, 8.8 AND 8.12. E. ALL EXTERIOR JOINTS BETWEEN ADJACENT STORMTRAP MODULES SHALL BE SEAIFD WITH 1'-0' EXTERNAL SEALING BANDS CONFORMING TO ASTM 0891-90 AND SHALL BE 1'-0' RUBBER BUM SEALANT AS APPROVED BV STORMTRAP. THE JOINT WRAP BUM EXTERIOR WRAP SHALL BE INSTALLED ACCORDING TO THE FOLLOWING INSTALLATION INSTRUCTIONS: 1. USE A BRUSH OR WET CLOTH TO THOROUGHLY CLEAN THE OUTSIDE SURFACE AT THE POINT WHERE THE JOINT WRAP IS TO BE APPLLEO. 2. A RELEASE PAPER PROTECTS THE BUM SEALANT SIDE OF THE JOINT WRAP. WRAP THE BUM TAPE (BUM SIDE DOWN) AROUND THE STRUCTURE, REMOVING THE RELEASE PAPER AS VOU GO. PRESS THE JOINT WRAP FlRMLY AGMNST THE STORMTRAP MODULE SURFACE WHEN APPLYING. F. THE FlLL PLACED AROUND THE STORMTRAP UNITS MUST BE DEPOSITED ON BOTH SIDES AT THE SAME TIME AND TO APPROXIMATELY THE SAME ELEVATION. AT NO TIME SHALL THE FlLL BEHIND ONE SIDE WALL BE MORE THAN 2'-0' HIGHER THAN THE FlLL ON THE OPPOSITE SIDE BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROTOR DENSITY OR OTHERWISE SPECIFIED BV ENGINEER. CARE SHALL BE TAKEN TO PREVENT ANY WEDGING ACTION AGAINIST THE STRUCTURE, AND ALL SLOPES BOUNDING OR WITHIN THE AREA TO BE BACKFlL1ED MUST BE STEPPED OR SERMTED TO PREVENT WEDGE ACTION. (REFERENCE ARTICLE 502.10 I.D.O.T. S.S.R.B.C.) CARE SHALL ALSO BE TAKEN AS NOT TO DISRUPT THE JOINT WRAP FROM THE JOINT DURING THE BACK FlLL PROCESS. BACKFlLL MATERIAL NOT TO IXCEED 120 PCF SOIL DENSITY OR 80 LBS PER FOOT OF LATERIAL SATURATED PRESSURE RECOMMENDED BACKFlLL TO CONSIST OF 3/4' AGGREGATE STONE (CA•Tj OR APPROVED EQUAL AND SHALL CONFORM TO THE ABOVE DENSITY/LATERAL SATURATED PRESSIRiE REOIAREMENTS. STORMTRAP SPECIFICATION 1. TOTAL COVER: MIN. d-0' MAX. SS' CONSULT STORMTRAP FOR ADDRiONAL COVER OPRONS. 2. CONCRETE CHAMBER DESIGNED FOR AASHTO HS20 WHEEL LOAD 8 APPLICABLE IMPACT. 3. FOR STRUCTURAL CALCULATIONS THE VERTICAL AND LATERULL SOILPRESSURE IS ASSUMED TO BE 120 PCF. 4. FOR STRUCTURAL CALCUTATIONS THE WATER TABLE IS ASSUMED TO BE 3'-0' BELOW GRADE IF WATER TABLE IS LESS THAN 3'-0' BELOW GRADE COMACT STORMTRAP. 5. STORMTRAP IS NOT WATERTIGHT -PLEASE ADVISE IF A WATERTIGHT SOLUTION IS NEEDED. BACKFlLL JOINT WRAP - - - - - - (SEE NOTE 2F) (SEE NOTE 2E) - - - - - - - - - - - - - - - - - - - - - - - - - - 3'•5' MAX 6' MIN. _ _ _ _ _ _ _ COVER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~R - - - -- _ 8' I-III- - - - - - HWL =93.43 III-I I (_ - _ _ = SEE DETAIL "A` 2I II-III-III- - 1 T8° T n ~~ OZ n G~ ~8' CONT. CONCRETE FOUNDATION FOR STORMTRAP SYSTEM SEE SHEET 3.1 FOR DETAILS 2'-0" SINGLETRAP 1'-0.OVERHANG (TYP) SEE NOTE 28. MAX GRADE = 36.84 MIN. GRADE =94.80 INVERT = 31.43 G • o ......,..a :,.z~m.aa ~,R~ P.O. 80% 782 MORRIS. IL 60450 I-B7JTORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MARRY HWY TAMPA, FL 33818 Phone: 8139083585 Fe%: 813.9083631 PROJECTINFORMATION: SUNSETSQUAR~ CLEARWATER, KP-2279-FL-08 CURRENT ISSUE DATE: 10/17/06 APPROVED BY: LSSUED FOR: I PRELIMINARY I REV.: DATE: DESC. DV: NTS SHEET TITLE: SINGLETRAP INSTALLATION SPECIFICATIONS SHEET NUMBER: 02 ~) v~ .:,s ~ ^~ ~ DETAIL "A" ~'-i ` ! DINT TAPE INSTALLATION RECOMMENDED PIPE/RISER SPECIFICATION 1. CONNECTING PIPES SHALL BE INSTALLED WITH A 1'-0' CONCRETE COLLAR, AND A CONCRETE CRADLE FOR AT LEAST ONE PIPE LENGTH, AS SHOWN. A STRUCTURAL GRADE CONCRETE OR GROUP WITH A MINIMUM 28 OAY COMPRESSIVE STRENGTH OF 3000 p.s.i. SHALL BE USED. 2. THE ANNULAR SPACE BETWEEN THE PIPE AND THE HOLE SHALL BE FlLLED WITH NONSHRINK GROUT. RECOMMENDED INSTALLATION INSTRUCTIONS 1. CLEAN AND LIGHTLY LUBRICATE ALL OF PIPE TO BE INSERTED INTO STORMTRAP. 2. IF PIPE IS CUT, CARE SHOULD BE TAKEN TO ALLOW NO SHARP EDGES. BEVEL AND LUBRICATE LEAD END OF PIPE. 3. ALIGN CENTER OF PIPE TO CORRECT ELEVATION AND INSERT INTO OPENING. CONCRETE FOUNDATION az ~ ~ ~-+ SEE DETAIL FOUNDATION PIPE CONNECTION PRECAST CONCRETE NONSHRINK GROUT FRAME & COVER AS SPECIFIED BV ENGINEER RISER DETAIL o P.o. sox zez MORRIS, IL 60450 1-87SfORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14602 N DALE MABRY HWY TAMPA, FL 33618 Phone: 813908.3585 Fex: 813908631 PROJECTINFORMATION: SUNSET SQUA CLEARWATER, KP-2279FL-0S CURRENT ISSUE DATE: 10/17/06 APPROVED BV: - ISSUED FOR: PRELIMINARY . REV.: DATE: DESC. BY: SHEET TITLE: RECOMMENDED SINGLETRAP INSTALLATION SPECIFICATIONS SHEEP NUMBER: 2.1 fV 0 0 Q7 ~ o CONNECTION DETAIL ~ (NOT TO SCALE) RECOMMENDED 1'-0' MIN. ACCESS OPENING SPECIFICATION _ _~~_ -- -- r -----_ -------- I. ATYPICAL ACCESS OPENING FOR THE STORMTRAP SYSTEM RANGES FROM 2'-0' I I TO 3'-0' IN DIAMETER. HOWEVER, STORMTRAP IS CAPABLE OF HAVING OPENINGS I MEETS: IARGER THAN 3'-0' IN DIAMETER. I 2'-0' TO 3'-0' I OPSS 1351.08.02 2. PLASTIC COATED STEEL STEPS PRODUCED BV M.A. INDUSTRIES PART #PS3PFC I ACCESS BNO ASTM C-478$Sa (SEE DETAIL TO THE RIGHT) ARE TO BE PLACED INSIDE ANY UNIT WHERE DEEMED NECESSARY. THE HIGHEST STEP IN THE UNIT IS TO BE PLACED A DISTANCE OF 1'-0' I OPENING I ASTM D4101-95b ~- 1'-4' ~ ASTM A-915 FROM THE INSIDE EDGE OF THE STORMTRAP UNITS. ALL ENSUING STEPS SHALL BE PLACED WITHAMINIMUM DISTANCE OF7'-4'BETWEEN THEM. STEPS MAV BE i 6'-1 0' AASHTO M-199 MOVED OR ALTERED TO AVOID OPENINGS OR OTHER IRREGULARITIES IN THE UNIT. I 1 3/18' 3. STORMTRAP LIFTING INSERTS MAV BE RELOCATED TO COINgDE WITH THE ACCESS I I OPENING OR THE CENTER OF GRAVITY OF THE UNIT AS NEEDED. I 1,-0. 4. STORMTRAP ACCESS OPENINGS MAV NOT INTERFERE WRH WITH INLET AND/OR OUTLET MIN. OPENINGS. ~ j L_ ____________ __ I 1'S 1r2° -~'I 1~ /2~ ~ 1'-03/4' I T 5. STORMTRAP ACCESS OPENINGS MAV NOT E%CEED A DISTANCE OF 50-0' INBETVEEN WITHOUiACONSECUTIVE CORRESPONDING ACCESS OPENING. ~ 5, T PLAN VIEW STAIR DETAIL RECOMMENDED PIPE OPENING SPECIFICATION 1. MINIMUM EDGE DISTANCE FOR AN OPEMNG ON THE OUTSIDE WALL SHALL BE NO LESS THAN 1'-0'. 2. MINIMUM DISTANCE FROM THE BASE OF THE ROOF SLAB SHALL BE NO IESS THAN 1'-0'. 3. ALL OPENINGS MUST RETAIN AT LEAST 1'-0' OF CLEARANCE IN ALL DIRECTIONS FROM THE EDGE OF THE STORMTRAP UNITS. 4. OPENING SIZE SHALL NOT EXCEED Q13S' OR 1'-B' LESS THEN THE INSIDE HEIGHT OF THE UNIT. EXAMPLE: 3'-0' UNIT MA%IMUM OPENING = ~1'-8'. 5. OPENINGS ARE NOT LIMITED TO THE ABOVE PARAMETERS BUT ARE RECOMMENDED. ANV OPENING NEEDED THAT DOES NOT FIT THE CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF STORMTRAP FOR REVIEW. {= 0 _Z ~ Tf Z n~ ~ ELEVATION VIEW '- y-------1=-- ~=~--~ I 1,-0. I MIN. I I I I I I PIPE OPENING I SEE NOTE #4 I I 1'-0' MIN. OUTSIDE WALL SIDE VIEW .~aw~ .cexw~ P.O. BOX 782 MORRIS, IL 60450 IA7-STORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MARRY HWY TAMPA, FL 33618 Phone: 813908-3585 Fex: 813908-3831 PROJECT INFORMATION: SUNSET SQUARE CLEARWATER, FL KP-2279-FL•09 CURRENT ISSUE DATE: 10/17/06 APPROVED BV: ISSUED FOR: PRELIMINARY REV.: DATE: DESC. BY: SHEET TITLE: RECOMMENDED SINGLETRAP INSTALLATION SPECIFICATIONS SHEET NUMBER: 2.2 0 0 va +IS'F 8' ~15'I~ BILL OF MATERIALS OTV. PART NO. DESCRIPTION 23 TYPEI 2'-0' SINGLETRAP TVPEI e TYPE II 2'-0' SINGLETRAP TYPE II 10 TYPE III 2'-0' SINGLETRAP TYPE III 3 TYPEIV 2'-0' SINGLETRAP T1PE N 2 TYPE V 2'-0' SINGLETRAP TYPE V 21 JOINT JOINT TAPE-14.5' TAPE PER ROLL 7 JOINT JOINT WRAP-150' WRAP PER ROLL CONCRETE SLAB 1'-0' (TYP) r SEESHEET2 r-- ~ I I I 1 IV III III III III III V II I I I I I II II I I I I I II 34' S° II I I I I I II ae'-2 1/ II I I I 1 III IV II I I I 1 II 13 8 1 2" V III III III III IV / ' ' ~ ' ' 70 3 3/4 14 -0 3/4 ~- 84'< 1/2' DESIGN CRITERIA HWL =33.43 NOTES: ALLOWABLE MIN GRADE =34.80 1. DIMENSION OF STORMTRAP SYSTEM ALLOW FORA 3/4' GAP BETWEEN EACH UNIT. 2. ALL DIMENSIONS TO BE VERIFlED IN THE FlELD BY OTHERS. ALLOWABLE 3. SEE SHEET2 FOR INSTALLATION SPECIFICATIONS. LAYOUT DETAIL MAX GRADE =30.84 SYSTEM INVERT = 31 A3 ORIGINAL STORMTRAP VOLUME = 8,858.50 C.F. / 0.18 AF. 0 PFO?BOX 782 MORRLS. IL 60450 187-STORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MABRY HWY TAMPA, FL 33618 Phone: 813-90&3585 Fez: 813908-3631 PROJECT INFORMATION: SUNSET S~UAR CLEARWATER, FL KP-2278-FL-0e CURRENT ISSUE DATE: 10/17/06 APPROVED BY: ISSUED FOR: REV.: DATE: DESC. '8V: SCALE' MS SHEET TITLE: LAYOUT DETAIL SHEET NUMBER: 1011 1 ~ 2006 PLANNING DEPARTMENT CITY OF CLEARWATER .~u,~ .,~,~,n>w~.~ .a~.~, II P.O. BOX I82 MORRIS. Il 60x50 IA7-STORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MABRY HVV1' TAMPA, FL 33618 ~~ Phone: 813908-3585 I Fe%: 813908.3831 I PROJECT INFORMATION: SUNSETS~UAR CLEARWATER, FL KP-227lYFL-0e CURRENT ISSUE DATE: 10/17/06 APPROVED BV: ISSUED FOR: REV.: DATE: DESC. BV: NOTES: 1. DIMENSION OF FOUNDATION MUST HAVE 1'-0.OVERHANG BEYOND EXTERNAL FACE OF UNITS. CONCRETE 2. DIMENSION OF STORMTRAP SYSTEM ALLOW FORA 3/4' GAP BETWEEN EACH UNIT. FOUNDATION PLAN 3. ALL DIMENSIONS TO BE VERIFlED IN THE FIELD BY OTHEAS. 4. SEE SHEET 2 FOR INSTALLATION SPEGFICATIONS. ORIGINAL TOP OF FOUNDATION B• ~- #5 BARS @ 10' O.C. DETAIL „B„ IN BOTH DIRECTIONS NOTES: STORM TRAP FOUNDATION 1. 4,000 ps.i. @ 28 DAYS, 5%.8°6 ENTRAINED AIR, 4' MAX. SLUMP. 2. NET ALLOWABLE SOIL PRESSURE GREATER THAN OR EQUAL TO 1,500 ps.f. 3. SOIL CONDITIONS TO BE VERIFlED ON SfTE BY OTHERS. 4. 1'-0.OVERHANG AROUND OUTSIDE OF SYSTEM. 5. REBAR: ASTM A-015 GRADE 80. BLACK BAR. SHEET TITLE: SINGLETRAP INSTALLATION SPECIFICATIONS SHEEP NUMBER: 3.1 ~~y` 16 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 7~ 4.-~ 5~ 2, ~f 5, ~„J 1, PLAN VIEW ELEVATION VIEW TYPE I UNITS UNIT CUBIC WEIGHT HEIGHT STORAGE Qbs.) 24 174.5 12055 O racy:. 'F:niYX`~'w~a .nvn„ P.O. BO%782 MORRIS. IL 60450 IA7-SiORMiRAP ENGINEER INFORMATON: OTERO ENGINEERING, INC 14802 N DALE MABRY HWY TAMPA, FL 33618 Phone: 813508-3585 Feu: 8139085631 PROJECTINFORMATION: SUNSETSOUAR CLEARWATER, F IQ'-2279FL-08 CURRENT ISSUE DATE: 10/17/06 APPROVED BV: ISSUED FOR: PRELIMINARY REV.: DATE: DESC. t3V; ion noa ISSUED FOR 2'$' ~ PRELIMINARY SCALE: NTS SHEET TITLE: +i 5' 8' S' I I STANDARD 2'-0" SINGLETRAP TYPEI SHEET NUMBER: ORIGINAL RECENED SIDE VIEW 04 R'~V 1 6 PLANNING DEPARTMENT CITY OF CLEARWATER s'-T a TYPE II UNITS UNIT CUBIC WEIGHT HEIGHT STORAGE (Ibs.) (in.) (C. F.) 24 82 6810 0 P.O. 00% 782 MORRIS. IL 60450 1$7-STORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MABRY HWY TAMPA, FL 33618 Phone: 8139083585 Feu: 813908-3631 PROJECT INFORMATION: SUNSET SOUAR CLEARWATER, F f4'-2278-FL-06 CURRENTISSUE DATE: 10/17/06 APPROVED BY: " ISSUED FOR: PRELIMINARY REV.: DATE: DESC. 9V: PLAN VIEW I I I 2~$. I I I NTS SHEET TRLE: STANDARD 2'-0" SINGLETRAP TYPE II SHEET NUMBER: ORIGINAL ELEVATION VIEW RECEIVED SIDE VIEW PLANNING DEPARTMENT CITY OF CLEARWATER T' I 5' ~ 7' o ~' P.O. BOX 782 MORRIS, IL 60450 1~7-SfORM7RAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MABRY HWY TAMPA, FL 33618 Phone: 813.908-3585 Fax: 818-908-3631 PROJECT INFORMATION: SUNSET SOUAR~ CLEARWATER, F KP-2279~FL-06 CURRENT ISSUE DATE: 10/17/06 APPROVED BV: ISSUED FOR: REV.: DATE: DESC. 'BV: e'-10° TYPE III UNITS UNIT CUBIC WEIGHT HEIGHT STORAGE (Ibs.) (in.) (C.F.) 24 170.5 12650 PLAN VIEW ORIGINAL RECENED ELEVATION VIEW -+~ 5' 8' S' SIDE VIEW ISSUED FOR NTS SHEET TITLE: STANDARD 2'-0" SINGLETRAP TYPE III SHEET NUMBER: PLANNING DEPARTMENT CITY OF CLEARWATER r------------------------ I I I I I I I I I I L---------------------- 1' ~5'- T PLAN VIEW 1' I I I 2,,8. I I I I CRIGlNAL RECENED ELEVATION VIEW INSIDE WALL AIf11/ 1 6 ~(~OC TYPE IV UNITS UNIT CUBIC WEIGHT HEIGHT STORAGE Qbs.) Qn.) (C.F.) 24 80 7110 -~ s• s' s• 4-- SIDE VIEW 0 P.o. eox 7ez MORRIS, IL 60450 I-W-SfORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MARRY HWY TAMPA, FL 33618 Phone: 813-9083585 Fex: 813-90&3631 PROJECT INFORMATION: SUNSET SOUAR~ CLEARWATER, F I~-2279FL-OB CURRENT ISSUE DATE: 10/17/06 APPROVED BV: ISSUED FOR: I 1 REV.: DATE: DESC. 'd V: Sral c Nrs SHEET TITLE: STANDARD 2'-0" SINGLETRAP TYPE IV SHEET NUMBER: CITY OF CLEARWiATER T I 1' I 5' -y 1' r-1-J-----------------L-L-- I I I I I I I I I I I I I I I L------------------------ PLAN VIEW TYPE V UNITS UNIT CUBIC WEIGHT HEIGHT STORAGE Qbs.) 24 80 7110 0 P.O. BOX 782 MORRIS, IL 60d50 1-87-STORMTRAP ENGINEER INFORMATION: OTERO ENGINEERING, INC 14802 N DALE MABRY HWY TAMPA, FL 33618 Phone: 813908.3585 Fax: 8139083631 PROJECT INFORMATION: SUNSET SOUAR~ CLEARWATER, F ID'-2z7e-FL-oe CURRENT ISSUE DATE: 10/17/06 APPROVED BY: ISSUED FOR: REV.: DATE: DESC. 'BV: I I I 2,~. I ~---------------~ ~.~L I i ' 1 ELEVATION VIEW OUTSIDE WALL ORIGINAL RECENED ~~~ 1 G 2006 SIDE VIEW NTS SHEET TITLE: STANDARD 2'-0" SINGLETRAP TYPE V SHEET NUMBER: PLANNING DEPARTMENT CITY OF CLEARWATER FOWLS ASSOCIATES AI~HITECTS, INC. 1421 COURT STREET CLEARWATER. FLORIDA 33156 ll2l)449-2021 AA001665 PROJECT: FILE NO.: TO: Sunset Square Shopping Center COMM. N0.:02-210 I.I ~ Chrono. City of Clearwater Budding Department 100 S. Myrtle Ave Clearwater, Fl 33~f 56 ATTENTION: Sherri Watkins WE TRANSMIT: ~Herewrth ^lJnder Separate Cover vra: ^In Accordance with Your Request THE FOLLOtUINCx: ~Drawrngs ^Shop Draw-ng Pnnts ^Specifications ^Shop Drawing Reproducibles ^Change Order ^Certificate for Payment DATE: 16 Nov 06 ^Samples ^Other: ^Product Literature ^Electronic Data COPIES DESCRIPTION DATE o ~ 8 Sets CS-I; Cover Sheet l5 Nov 06 ~ SD-OI; Slte Plan 9 Nov 06 a W SD-02; Landscaping Plan 9 Nov 06 4 ~ SD-02a; Tree Inventory ~ Aug 06 SD-03; C~radin ~ Drainage Plan _13 Nov 06 SD-O~{; Utilitt~ Plan 13 Nov 06 SD-05; Lift Station Plan 13 Nov O6 SO-06; Construction Details 13 Nov 06 SD-O~; Caen. Notes ~ Schedules 13 Nov 06 SD-08; Construction Surface Water Plan _ 13 Nov 06 Survey 26 Sept 06 I Copy Engineering Data: I~ Nov 06 ACTION: Q~Approval ^Review and Comment ^use and Information ^Per Your Request ^ Record ^For Signature REMARKS= Signed ~ sealed coPiES -ro: Sturat S. Golding Co. vIA: ^Forwardrng as Hoted ^Mail ^Return to this OPfrce ^Pick-up ^ No Action Regiared ®D e l i v e r BY: Stephen .Fowler, AIA, NCARB W W ~~ ~~ ~~ J 0 ~U zo ~U Page 1 of 3 SUBMERSIBLE SEWAGE PUMP STATION SUNSET SQUARE )~ i ~ 47 ~.. m m ~ ~~ o° D °' m Z 11 /13/2006 TOTAL FLOW (GPD): 10,081.0 EDU: 50 (An EDU = 3.5 persons) FLOW CALCULATIONS: 1. Average Daily Flow = ADF = 10,081 gpd ADF = 7 gpm 2.Peak Hour Flow: (P.F.=3.0) 10,081 gpd x 3 = PHF = 21 gpm 1440 3.Design Minimum Flow: (20% Design Flow) 10,081 gpd x 0.2 = DMF = 1 gpm 1440 PUMPS: Ebara Submersible Grinder Model 50 DGFU WETWELL: 4 feet Diameter wetwell Pump Station Storage: Force Main Data: Top Elevation = 37.00 ft. cycle time, alternating High Point = 37.00 ft. pumps) Influent Invert = 28.53 ft. High Level Alarm = 28.53 ft. V=(Q0)/15 = 39.4 gal Lag Pump On = 28.08 ft. = 5.3 CF Lead Pump On = 27.63 ft. h = V/A,Netweu = 0.42 ft Pump Off = 27.18 ft. Use 0.45' between floats Bottom Elevation = 25.00 ft. ' Discharge Pipe; Force Main; 2.00 inch in wetwell 4 inch outside 4 inch P.V.C. Diameter = 2.00 inch 4 inch Diameter = 4 inch Length = 11.5 feet 0.0 feet Length = 0.0 feet C = 130 130 C = 130 Equiv. Length (ft) Equiv. Length (ft) . Fittings: 2.00 inch 4.00 inch Fittings # fittings feet 90° Bend 10.00 0.0 90° Bend 0 0.0 45° Bend 0.00 0.0 45° Bend 0 0.0 Gate Valve 2.50 0.0 22.5° Bend 0 0.0 Tee 10.00 0.0 Check Valve 0 0.0 Check Valve 22.50 0.0 Gate Valve 0 0.0 Total Eq. Length= 45.0 feet 0.0 feet Total Eq. Length= 0.0 fegt+++++ Total Length = 57 feet 0 feet Total Length = ~~ ~~~e~~O Length in 4" PVC= 1,652 feet 0 feet ; ~ Q •. •' Total Equivalent 4 inch PVC Length 1,652 feet ~ ' '~' ~~ Hmax at P.O.C. Hmin at P.O.C.: Min. Design Head at Point of Connection: Max. Design Head at Point of Connection: LIFT STATION SPREADSHEET.xIs PUMPSTA r++~ ~~ Ts ~~ V.` ~ i '~'.~ ~ f~ ~{~ .. 0 (connecting to manholes;-?..`~"~ ~ ~ ~ ~" ;, .. ; 0 (connecting to manhole) ~~; • Q.: ~ ~.a.'. ~ r 0 (connecting to manhole) "~ ~ ~•. ~ ~ ,~, ~°~ = , o ~r0,~ • ° 0 (connecting to manhole) v4. ~':1 ~` ,'"~ ° ~: i +++~~ 1of4 • SYSTEM CURVES: C = 130 Page 2 of 3 STATIC HEAD= • 9.82 Feet 11 /13/2006 1 2 3 4 5 6 7 Flow Friction Velocity Min. Head ~ T:D.H: .Max. Head T.D.H. gpm Head fps at POC min. at POC max. 0.0 0.00 0.0 0.00 9.8 0.00 9.8 25.0 0.96 0.6 0.00 10.8 0.00 10.8 50.0 3.46 1.3 0.00 13.3 0.00 13.3 75.0 7.34 1.9 0.00 17.2 0.00 17.2 100.0 12.50 2.6 0.00 22.3 0.00 22.3 125.0 18.89 3.2 0.00 28.7 0.00 28.7 150.0 26.48 3.8 0.00 36.3 0.00 36.3 175.0 35.23 4.5 0.00 45.0 0.00 45.0 200.0 45.11 5.1 0.00 54.9 0.00 54.9 Operating Points: MAX. COND MIN. COND. Rate (g.p.m.) 80.0 86.0 T.D.H. (feet) 18.1 19.3 Vel. (f.p.s.) 2.0 2.2 Pump Curve: Manufacturer: Ebara Model: 50 DGFU Impeller No.: 123 mm Blade: Unknown Speed: 3600 rpm Discharge: 2" Voltage: 1 H.P.: 3 H.P. Pumo Cvcle: Pumping Rate: 87 ADF: 7 Wetwell Diameter: 4.0 Storage Depth: 0.42 Wetwell Volume: 39 Fill Rate Time: 6 Pumping Time: 0.49 Pump Cycle: 15 Cycle Rate: 4.0 Flow gpm 3 H.P. Total Head 0.0 84.0 10.0 82.0 20.0 80.0 30.0 77.0 40.0 73.0 50.0 66.0 60.0 58.0 70.0 48.0 80.0 35.0 85.0 25.0 88.0 10.0 gpm (Design rate) gpm ft. ft. ' gal. min. min. min. or cycles/hr. W a/ -y j ~' _o CV Q~~ ~ VI W ~ W ~ ~---I W LJ.7 ~ ..I ~ ~ o~ ~. ~ I.L. z z0 ~~ LIFT STATION SPREADSHEET.xIs PUMPSTA 2 of 4 Wastewater Flow Table Project: Sunset Square Date: 10/30/2006 Status Type of Establishment Area (SF) ow a cu anon (Flow/Unit)'` verage ai y Flow (GPD) Max. Dai y Flow (GPD)` :.Pea our F o .(GPM) Existin Sweetba 's Su ermarket -deli 1,000 SF 40 GPD/100 SF 400 1,200 0.83 -meat de artment 1,000 SF 75 GPD/100 SF 750 2,250 1.56 -bake 500 SF 40 GPD/100 SF 200 600 0.42 -floor 29,665 SF 10 GPD/100 SF 2,967 8,900 6.18 Existin Li uor Store 3,090 SF 10 GPD/100 SF 309 927 0.64 Existin Curves 2,005 SF 10 GPD/100 SF 201 602 0.42 Existin Dream Nails 854 SF 10 GPD/100 SF 85 256 0.18 Existin Pawn Sho 923 SF 10 GPD/100 SF 92 277 0.19 Existin Jackson Hewitt 1,228 SF 10 GPD/100 SF 123 368 0.26 Existin China One 1238 20 SEATS 40 GPD/SEAT 800 2,400 1.67 Existin Dollar General 8,955 SF 10 GPD/100 SF 896 2,687 1.87 Existin Bum er to Bum er Auto Parts Store 9,820 SF 10 GPD/100 SF 982 2,946 2.05 Existin Hair Unlimited 1,074 SF 10 GPD/100 SF 107 322 0.22 Existin Bar in Basement 2,092 SF 10 GPD/100 SF 209 628 0.44 Existin Cleaners 1,251 SF 10 GPD/100 SF 125 375 0.26 Existin Checkers 694 5 em to ees/shift 10 GPD/100 SF+ISGPD/EMPLOYEE 144 433 0.30 Pro osed Future Retail Sho s 3,900 SF 10 GPD/100 SF 390 1,170 0.81 Proposed CVS 13,013 SF 10 GPD/100 SF 1,301 3,904 2.71 '~ #~ ~ _. ~ 6~-~+~5'y ~ ~~~,~, ,. ~r ~ «' «, " . TOTAL: ' 10,081 GPD ' ` 30,244 GPD 21 GPM Example Calculations: ADF = AREA x Flow/Unit =GPD MDF =ADF (GPD) x 3 =GPD (Peak Factor =3) PHF =MDF/1,440 = GPM ORIGINAL RECENED ~'7V 16 2006 PLANNING DEP~TMENT Cln/ n~ r. ~,, .,...- - J 1 SUNSET SQUARE SYSTEM CURVES vs. PUMP PERFORMANCE CURVE 100_ 90 80 70 60 ~; a~ a~ ': ~«. 50 F- 40 30 20 1D 0 ,. 0.0 10.0 20.0 30.0 40.0 ' 50.0 60.0 70.0 80.0 90.0 100.0 Flow ~9p~'-) ORiG1NAl: EBARA 3 HP PUMP CURVE O OPERATING POINT ~-SYSTEM CURVE RE~:EIVED ~',, ,f ,. Y U' I Y L PLANNING DEPARTMENT Page 4 of 4 CITY OF CLEARWATER f ,' ~yPRO~ ~. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF ~~o n WATER MAIN EXTENSIONS FOR PWSs INSTRUCTIONS: This notice shall be completed and submitted by persons proposing to construct projects permitted under the "General Permit for Construction of Water Main Extensions for Public Water Systems" in Rule 62-555.405, F.A.C. AT LEAST 30 DAYS BEFORE BEGINNING CONSTRUCTION OF A WATER MAIN EXTENSION PROJECT, complete and submit one copy of this notice to the appropriate Department of Environmental Protection (DEF) District Office or Approved County Health Department (ACRD) along with payment of the proper permit processing fee. (When completed, Part II of this notice serves as the preliminary design report for a water main extension project, and thus, it is unnecessary to submit a separate preliminary design report or drawings, specifications, and design data with this notice.) All information provided in this notice shall be typed or printed in ink. The T~EP permit processing fee for projects requiring the services of a professional engineer during design is $250, and the DEP permito , rv __ , processing fee for projects not requiring the services of a professional engineer during design is $100. * Some ACHDs charge a_county permit processing fee in addition to the DEP permit processing fee: Checks for permit processing fees shall be made payable to the Department of Environmental Protection or the appropriate ACRD. NOTE THAT A SEPARATE NOTIFICATION AND A SEPARATE PERMIT PROCESSING FEE ARE REQUIRED FOR EACH NON-CONTIGUOUS PROJECT.t * Except as noted in paragraphs 62-SSS.S20(3)(a) and (b), F.A.C., projects shall be designed under the responsible charge of one or more professional engineers licensed in Florida. t Non-contiguous projects are projects that are neither interconnected nor located nearby one another (i. e., on the same site, on adjacent streets, or in the same neighborhood). '~ ~ ~ A. Name of Project: Sunset Sauare B. Description of Project and Its Purpose: Installation of approx. 15 LF of 6" PVC, approx. 10 LF of 2" PVC, 3/4" water meter assembly, a 6" backflow preventer, and a 6"x6" tapping sleave and valve onto the existing 6" watermain along Sunset Point to serve a proposed CVS/pharmacy. C. Location of Project 1. County Where Project Located: Pinellas County z 2. Description of Project Location: Southeast corner of Highland Avenue and Sunset Point Road _o ~~ ~ 4 in .~~~ t~ D. Estimate of Cost to Construct Project: _$10,000 E. Estimate of Dates for Starting and Completing Construction of Project: March F. Permittee PWS/Com an Name: Stuart S Goldin Com an PWS Identification No.:* PWS T e:* Communi Non-Transient Non-Communi Transient Non-Communi Consecutive Contact Person: Loren Pollack Contact Person's Title: Director Contact Person's Mailin Address: 27001 U.S. Hi hwa 301 North, Suite 2095 Ci :Clearwater State: Fl Zi Code: 33761 Contact Person's Tele hone Number: 727-796-1077 Contact Person's Fax Number: 727-725-2689 Contact Person's E-Mail Address: loren Stuart oldin .com * This information is required only if the permittee is a public water system (PWS). G. Public Water System (PWS) Supplying Water to Project PWS Name: PWS Identification No.: PWS T e: Communi Non-Transient Non-Communi ^ Transient Non-Communi Consecutive PWS Owner: Contact Person: Contact Person's Title: Contact Person's Mailin Address: Ci State: Zi Code: Contact Person's Tele hone Number: Contact Person's Fax Number: Contact Person's E-Mail Address: C W U O C9 Z Z g U DEP form 62-555.900(7)Aitemate Page 1 Effective August 28, 2003 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Pro'ect Name: Sunset S uaze Permittee: Stuart S Goldin Com an H. Public Water S stem (PWS) that Will Own Pro'ect After It Is Placed into Permanent eration PWS Name: PWS Identification No.:* PWS T e:* Communi Non-Transient Non-Communi Transient Non-Communi Consecutive PWS Owner: Contact Person: Contact Person's Title: Contact Person's Mailin Address: Ci State: Zi Code: Contact Person's Tele hone Number: Contact Person's Fax Number: Contact Person's E-Mail Address: * This information is required only if the owner/operator is an existing PWS. I. Professional Engineer(s) or Other Person(s) in Responsible Charge of Desienine Proiect* Com an Name: Otero En ineerin ,Inc. Designer(s): Charles Otero Title(s) of Designer(s): President Qualifications of Designer(s): ® Professional Engineer(s) Licensed in Florida -License Number(s): 18259 ^ Public Officer(s) Employed by State, County, Municipal, or Other Governmental Unit of State ^ Plumbing Contractor(s) Licensed in Florida -License Number(s):^ Mailin Address of Desi er s :14802 N. Dale Mab H ., Suite 200 Ci :Tama - State: Fl Zi .Code: 33618 Tele hone Number of Desi per s :813-908-3585 Fax Number of Desi er s :813-908-3631 E-Mail Address(es) of Designer(s): cotero@oteroengineering.com * Except as noted in paragraphs 62-SS5.520(3)(a) and (b), F.A.C., projects shall be designed under the responsible charge of one or more professional engineers licensed in Florida. t Attach a detailed construction cost estimate showing that the cost to construct this project is $10,000 or less. ^ Attach documentation showing that this project will be installed by the plumbing contractor(s) designing this project, documentation showing that this project involves a public water system serving a single property and fewer than 250 fixture units, and a detailed construction cost estimate showing that the cost to construct this project is $S0, 000 or less. ~. ..,i ~ ~ A. Service Area, Water Use, and Service Pressure Information 1. Design Type and Number of Service Connections, and Average Daily Water Demands and Maximum-Day Water Demands, in the Entire Area to Be Served by the Water Mains Being Constructed Under this Pro'ect: D -Total Aveiage C = Average Daily Daily Water Demanda, ~, ~~ Water Demand Per ~ ppd {Columns BzC for E = Tgtat MaXitnum- " B = Number of Seivice Service Connection, Rk idential Service Day WaterDerltandb, A =>T c of Service Connection Connc~ tions Connections Sin le-Famil Home 0 Mobile Home 0 A artment 0 Commercial, Institutional, or Industrial Facili a 1 1,301 d 5 204 d a. Description of Commercial, Institutional, or Industrial Facilities and Explanation of Method(s) Used to Estimate Average Daily Water Demand for These Facilities: ADD = 10 GPD/100 SF x 13,013 SF = 1,301 GPD (PROPOSED CVS CONNECTION ) b. Explanation of Peaking Factor(s) or Method(s) Used to Estimate Maxunum-Day Water Demand: ~ ,,, nnn = t znt rnn v a -S Ana rpri u+ !+t DEP Forth 62-555.900(7)Altemate Page 2 Effective August 28, 2003 Z v Z ~_ ~ V , NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Project Name: Sunset S uare Permittee: Stuart S Goldin Com an 2. Explanation of Peaking Factor(s) or Method(s) Used to Estimate Design Peak-Hour Water Demand and, for Small Water Systems that Use Hydropneumatic Tanks or that Are Not Designed to Provide Fire Protection, Peak Instantaneous Water Demand: PHD = 5,204 GPD / (1440 min/day) = 3.61 GPM i~`IAI A,~~CR/[f'1 "... F 3. Design Fire-Flow Rate and Duration: 1000 GPM ~~~ PLANNING DFPaRj~PNI 4. Design Service Pressure Range: 45 PSI GIN OF GI FAQ~/~j~~ B. Project Site Information 1. ATTACH A SITE PLAN OR SKETCH SHOWING THE SIZE AND APPROXIMATE LOCATION OF NEW OR ALTERED WATER MAINS, SHOWING THE APPROXIMATE LOCATION OF HYDRANTS, VALVES, METERS, AND BLOW- OFFS IN SAID MAINS, AND SHOWING HOW SAID MAINS CONNECT TO THE PUBLIC WATER SYSTEM SUPPLYING WATER FOR THE PROJECT. 2. Description of Any Areas Where New or Altered Water Mains Will Cross Above or Under Surface Water or Be Located in Soil that Is Known to Be Aggressive: N/A C. Information About Compliance with Design and Construction Requirements 1. If this project is being designed to comply with the following requirements, initial in ink before the requirements. If any of the following requirements do not apply to this project or if this project includes exceptions to any of the following requirements as allowed by rule, mark "X" before the requirements and complete Part II.C.2 below. RSWW =Recommended Standards for ~~ter Works as incorporated into Rule 62-555.330, F.A.C. a. This project is being designed to keep existing water mains and service lines in operation during construction or to minimize interruption of water service during construction. [RSWW 1.3.a; exceptions allowed under FAC 62- 555.330] ' b. All pipe, pipe fittings, pipe joint packing and jointing materials, valves, fire hydrants, and meters installed under this project will conform to applicable American Water Works Association (AWWA) standards. [FAC 62-555.320(21)(6), RSWR'8.0, and AWWA standards as incorporated into FAC 62-555.330; exceptions allowed under FAC 62- J`~~ 555.320(21)(c)] c. All public water system components, excluding fire hydrants, that will be installed under this project and that will come into contact with drinking water will conform to NSF International Standard 61 as adopted in Rule 62-555.335, F.A.C., or other applicable standards, regulations, or requirements referenced in paragraph 62- ~~ 555.320(3)(6), F.A.C. [FAC 62-555.320(3)(6); exceptions allowed under FAC 62-555.320(3)(d)] d. All pipe and pipe fittings installed under this project will contain no more than 8.0% lead, and any solder or flux used in this project will contain no more than 0.2% lead. [FAC 62-555.322] ~~ e. All pipe and pipe fittings installed under this project will be color coded or marked in accordance with subparagraph 62-555.320(21)(6)3, F.A.C., using blue as a predominant color. (Underground plastic pipe will be solid-wall blue pipe, will have a co-extruded blue external skin, or will be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; and underground metal or concrete pipe will have blue stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located at no greater than 90-degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape or paint will be applied in a continuous line that runs parallel to the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, tape or paint will be applied in continuous lines along each side of the pipe as well as along the top of.the pipe. Aboveground pipe will be painted blue or will be color coded or marked like underground pipe.) [FAC 62- 555.320(21)(6)3] f. All new or altered water mains included in this project are sized after a hydraulic analysis based on flow demands and pressure requirements. ATTACH A HYDRAULIC ANALYSIS JUSTIFYING THE SIZE OF ANY NEW OR ALTERED WATER MAINS WITH AN INSIDE DIAMETER OF LESS THAN THREE INCHES. [FAC 62-555.320(21)(6) and RSWW 8.1] DEP Form 62-555.900(7)Altemate Page 3 Effective August 28, 2003 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Pro'ect Name: Sunset S uare Permittee: Stuart S Goldin Com an g. The inside diameter of new or altered water mains that are included in this project and that are being designed to provide fire protection and serve fire hydrants will be at least six inches. [FAC 62-555.320(21)(6) and RSWW 8.1.2] h. New or altered water mains that are included in this project and that are not being designed to carry fire flows do not have fire hydrants connected to them. [FAC 62-555.320(21)(6) and RSWW 8.1.5] i. This project is being designed to minimize dead-end water mains by making appropriate tie-ins where practical. [FAC 62-555.320(21)(6) and RSWW 8.1.6.a] ,Cf j. New or altered dead-end water mains included in this project will be provided with a fire or flushing hydrant or blow-off for flushing purposes. [FAC 62-555.320(21)(6) and RSWW 8.1.6.6] k. Sufficient valves will be provided on new or altered water mains included in this project so that inconvenience and sanitary hazards will be minimized during repairs. [FAC 62-555.320(21)(6) and RSWW 8.2] ~/~ 1: New or altered fire hydrant leads included in this project will have an inside diameter of at least six inches and will include an auxiliary valve. [FAC 62-555.320(21)(6) and RSWW 8.3.3] m. All fire hydrants that will be installed under this project and that will have unplugged, underground drains will be located at least three feet from any existing or proposed storm sewer, stormwater force main, pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., or vacuum-type sanitary sewer; at least six feet from any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-10, F.A.C.; and at least ten `/' feet from any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555.314(4)] n n. At high points where air can accumulate in new or altered water mains included in this project, provisions will be made to remove the air by means of air relief valves, and automatic air relief valves will not be used in situations where flooding of the valve manhole or chamber may occur. [FAC 62-555.320(21)(6) and RSWW 8.4.1] o. The open end of the air relief pipe from all automatic air relief valves installed under this project will be extended to at least one foot above grade and will be provided with a screened, downward-facing elbow. [FAC ~~~~ ~ 62-555.320(21)(6) and RSWW 8.4.2] ,ilr p. New or altered chambers, pits, or manholes that contain valves, blow-offs, meters, or other such water distribution system appurtenances and that are included in this project will not be connected directly to any sanitary or storm sewer, and blow-offs or air relief valves installed under this project will not be connected ~~nr- directly to any sanitary or storm sewer. [FAC 62-555.320(21)(6) and RSWW 8.4.3] ~ `/W" q. New or altered water mains included in this project will be installed in accordance with applicable AWWA standards or in accordance with manufacturers' recommended procedures. [FAC 62-555.320(21)(6), ItSWW 8.5.1, and A, ` AWWA standards as incorporated into FAC 62-555.330] ~~ /~,L® r. A continuous and uniform bedding will be provided in trenches for underground pipe installed under this project; backfill material will be tamped in layers around underground pipe installed under this project and to a sufficient height above the pipe to adequately support and protect the pipe; and unsuitably sized stones (as described in applicable AWWA standards or manufacturers' recommended installation procedures) found in trenches will be removed for a depth of at least six inches below the bottom of underground pipe installed ;~1't under this project. [FAC 62-555.320(21)(6), RSWW 8.5.2] ~~ffiittJJ s. All water main tees, bends, plugs, and hydrants installed under this project will be provided with thrust blocks or restrained joints to prevent movement. [FAC 62-555.320(21)(6) and RSWW 8.5.4] ,,~~ t. New or altered water mains that are included in this project and that will be constructed of asbestos-cement or polyvinyl chloride pipe will be pressure and leakage tested in accordance with AWWA Standard C603 or C605, respectively, as incorporated into Rule 62-555.330, F.A.C., and all other new or altered water mains included in this project will be pressure and leakage tested in accordance with AWWA Standard C600 as ~ incorporated into Rule 62-555.330. [FAC 62-555.320(21)(6)1 and AWWA standards as incorporated into FAC 62-555.330] / u. New or altered water mains, including fire hydrant leads and including service lines that will be under the control of a public water system and that have an inside diameter of three inches or greater, will be disinfected and bacteriologically evaluated in accordance with Rule 62-555.340, F.A.C. [FAC 62-555.320(21)(6)2 and FAC 62- 555.340] v. New or altered water mains that are included in this project and that will be installed in areas where there are known aggressive soil conditions will be protected through use ofcorrosion-resistant water main materials, through encasement of the water mains in polyethylene, or through provision of cathodic protection. [FAC 62- 555.320(21)(6) and RSWW 8.5.7.d] ORIGINAL RECEIVED ~'~~ 16 2006 DEP Form 62-555.900(7)Ntemate "' Page 4 PLANNING DEPARTMENT EHectfve n~9~st zs, zoo3 CITY OF CLEARWATER NOTICE OF INTENT TO US THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Proiect Name: Sunset Sauare Permittee: Stuart S Goldine Comnanv ~U w. New or relocated, underground water mains included in this project will be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum- type sanitary sewer, storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity- type sanitary sewer if the bottom of the water main will be laid at.least six inches above the ton of the sewer); a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal ~~ system." [FAC 62-555.314(1); exceptions allowed under FAC 62-555.314(5)] x. New or relocated, underground water mains that are included in this project and that will cross any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer will be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure- type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water will be laid so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] ~- y. At the utility crossings described in Part II.C. l.w above, one full length of water main pipe will be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter - ~ 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] z. New or altered water mains that are included in this project and that will cross above surface water will be adequately supported and anchored, protected from damage and freezing, and accessible for repair or replacement. [FAC 62-555.320(21)(b) and RSWW 8.7.1] aa. New or altered water mains that are included in this project and that will cross under surface water will have a minitnum cover of two feet. [FAC 62-555.320(21)(b) and RSWW 8.7.2] bb. New or altered water mains that are included in this project and that will cross under surface water courses greater than 15 feet in width will have flexible or restrained, watertight pipe joints and will include valves at both ends of the water crossing so the underwater main can be isolated for testing and repair; the aforementioned isolation valves will be easily accessible and will not be subject to flooding; the isolation valve closest to the water supply source will be in a manhole; and permanent taps will be provided on each side of the isolation valve within the manhole to allow for insertion of a small meter to determine leakage from the underwater main and to allow for sampling of water from the underwater main. [FAC 62-555.320(21)(b) and RSWW 8.7.2] cc. This project is being designed to include proper backflow protection at those new or altered service connections where backflow protection is required or recommended under Rule 62-555.360, F.A.C., or in Recommended Practice for Backflow Prevention and Cross-Connection Control, AWWA Manual M14, as incorporated into Rule 62-555.330, F.A.C.; or the public water system that will own this project after it is .placed into operation has across-connection control program requiring water customers to install proper backflow protection at those service connections where backflow protection is required or recommended under Rule 62-555.360, F.A.C., or in AWWA Manual M14. [FAC 62-555.360 and AWWA Manual M14 as incorporated into FAC 62-555.330] dd. Neither steam condensate, cooling water from engine jackets, nor water used in conjunction with heat exchangers will be returned to the new or altered water mains included in this project. [FAC 62-555.320(21)(b) and RSWW 8.8.2] ORIGINAL • RECENED ~flV 16 2006 PLANNING DEPARTMENT CITY OF CLEARWATER DEP Forth 62-555.900(7)Altemate Page Effective August 28, 2003 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CO STRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Pro'ect Name: Sunset S uare Permittee: Stuart S Goldin Com an 2. Explanation for Requirements Marked "X" in Part II.C.1 Above, Including Justification, Documentation, Assurances, and/or Alternatives as Required by Rule for Exceptions to Requirements in Part II.C.1: m. No fire hydrants are proposed. n. No air relief valves are proposed. o. No air relief valves are v. No know aggressive soil conditions are within the project limits. z. No surface water crossings are proposed. aa. No surface water crossings are proposed. - bb. No surface water crossings are proposed. I completed Part II of this notice, and the information provided in Part II and on the attachment(s) to Part II is true and accurate to the best of my knowledee and belief. Signature, Seal, and Date of Professional Engineer (PE) or Signature and Date of Other Person in Responsible Charge of Designing Project:* t~~~~rtrrr ~, ~. ~~. ~y , ~ r :~J;~~' ~ ir~'1`~~~~ ~ : tui :~ n ~, . .~ ~~ ~~~~`.5 /rya, f 3;. ~ .. Printec'~1T ed Name: Charles Otero, P.E. License Number of PE or License Number or Title of Other Person in Responsible Charge of Designing Project:* 18259 Portion of Preliminary Design Report for Which Responsible: 100% Signature, Seal, and Date of Professional Engineer (PE) or Signature and Date of Other Person in Responsible Charge of Designing Project:* • ORIGINAL RECENED ~'~V 16 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Printed/T ed Name: License Number of PE or License Number or Title of Other Person in Responsible Charge of Designing Project:* Portion of Preliminary Design Report for Which Responsible: Except as noted in paragraphs 62-SSS.S20(3)(a) and (b), F.A.C., projects shall be designed under the responsible charge of one or more PEs licensed in Florida. If this project is being designed under the responsible charge of one or more PEs licensed in Florida, Part II of this notice shall be completed, signed, sealed, and dated by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of one or more PEs licensed in Florida, Part II shall be completed, signed, and dated by the person(s) in responsible charge of designing this project. DEP Form 62-555.900(7)Altemale Page 6 Effective August 28, 2003 ~' •' •~ .~ NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Project Name: Sunset S uare Permittee: Stuart S Goldin Com an A. Certification by Permittee I am duly authorized to sign this notice on behalf of the permittee identified in Part I.F of this notice. I certify that, to the best of my knowledge and belief, this project complies with Chapter 62-555, F.A.C. I also certify that construction of this project has not begun yet and that, to the best of my knowledge and belief, this project does not include any of the following construction work: • construction of water mains conveying raw or partially treated drinking water; • construction of drinking water treatment, pumping, or storage facilities or conflict manholes; • construction of water mains in areas contaminated by low-molecular-weight petroleum products or organic solvents; • construction of an interconnection between previously separate public water systems or construction of water mains that create a "new system" as described under subsection 62-555.525(1), F.A.C.; or ' • construction of water mains that will remain dry following completion of construction. (A specific construction permit is required for each project involving any of the above listed construction work.) I understand that, if this project is designed under the responsible charge of one or more professional engineers (PEs) licensed in Florida, the permittee must retain aFlorida-licensed PE to take responsible charge of inspecting construction of this project for the purpose of determining in general if the construction proceeds in compliance with the Department of Environmental Protection construction permit, including the approved preliminary design report, for this project. I understand that the permittee must have complete record drawings prepared for this project. I also understand that the permittee must submit a certification of construction completion to the Department and obtain written approval, or clearance, from the Department before the permittee places this project into operation for any purpose other than disinfection or testing for leaks. Loren Pollack Director Signature and Date Printed or Typed Name B. Certification by PWS Supplying Water to Project Title I am duly authorized to sign this notice on behalf of the PWS identified in Part I.G of this notice. I certify that said PWS will supply the water necessary to meet the design water demands for this project. As indicated below, the water treatment plant(s) to which this project will be connected has(have) the capacity necessary to meet the design water demands for this project, and I certify that all other PWS components affected by this project also have the capacity necessary to meet the design water demands for this project. I certify that said PWS is in compliance with applicable planning requirements in Rule 62-555.348, F.A.C.; applicable cross-connection control requirements in Rule 62-555.360, F.A.C.; and to the best of my knowledge and belief, all other applicable rules in Chapters 62-550, 62-555, and 62-699, F.A.C.; furthermore, I certify that, to the best of my knowledge and belief, said PWS's connection to this project will not cause said PWS to be in noncompliance with Chapter 62-550 or 62-555, F.A.C. I also certify that said PWS has reviewed the preliminary design report for this project and that said PWS considers the connection(s) between this project and said PWS acceptable as designed. • Name(s) of Water Treatment Plant(s) to Which this Project Will Be Connected: • Total Permitted Maximum Day Operating Capacity of Plant(s), gpd: • Total Maximum Day Flow at Plant(s) as Recorded on Monthly Operating Reports During Past 12 Months, gpd: Signature and Date Printed or Typed Name Title C. Certification by PWS that Will Own Project After It Is Placed into Permanent Operation I am duly authorized to sign this notice on behalf of the PWS identified in Part I.H of this notice. I certify that said PWS will own this project after it is placed into permanent operation. I also certify that said PWS has reviewed the preliminary design report for this project and that said PWS considers this project acceptable as designed. Signature and Date Printed or Typed Name t~RIG{NAL Title ~` ~°c c'I~IVlVIIVG DEPARTM~ C'.iY OF CLEARWATi~=~ DEP Form 62-555.900(7)Alternate Page 7 Effective August 28, 2003 .~~~ N ~ NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Pro'ect Name: Sunset S uare Permittee: Stuart S Goldin Com an D. Certification by Professional Engineer(s) in Responsible Charge of Designing Project* ~~°; r?; c "~.; 4~ yY`.F~ ,, s~' ~ I, the undersigned professional engineer licensed in Florida, am in responsible charge of designing-this project. I certify that, to the best of my knowledge and belief, the design of this project complies with Chapter 62-555, F.A.C. I also certify that, to the best of my knowledge and belief, this project is not being designed to include any of the following construction work: • construction of water mains conveying raw or partially treated drinking water; • construction of drinking water treatment, pumping, or storage facilities or conflict manholes; • construction of water mains in areas contaminated by low-molecular-weight petroleum products or organic solvents; • construction of an interconnection between previously separate public water systems or construction of water mains that create a "new system" as described under subsection 62-555.525(1), F.A.C.; or • construction of water mains that will remain dry following completion of construction. A s ecific construction ermit is re uired for each ro'ect involving an of the above listed construction work. Signature, Seal, and Date: Signature, Seal, and Date: .~t fe l~ f .a '-t,i~r '~ ,> 'off` ~'~f~' ~,~ ~fi~G ~~J" ~`~~ ~.~ ~' ~ to "cf (r : ': ) wy ~ ` ~pr~tjifed/T edN~ne: ~~arles Otero >r1T ; '.Se N_ uifiber~l ~'S9 drt4'~ ~o ~ ~ ~~ii~Inary Design Report for Which Responsible: 100%``~-~ Printed/T ed Name: License Number: Portion of Preliminary Design Report for Which Responsible: * Except as noted in paragraphs 62-SSS.S20(3)(a) and (b), F.A.C., projects shall be designed under the responsible charge of one or more professional engineers (PEs) licensed in Florida. If this project is being designed under the responsible charge of one or more PEs licensed in Florida, Part III.D of this notice shall be completed by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of one or more PEs licensed in Florida, Part III.D does not have to be completed. ORIGINAL RECENED ~' ;~~~ 16 2006 e'Ii~NN~I~G DEPARTMENT C'ETY OF CLEARWATER DEP Form 62-555.900(7)Altemat@ Page g Effective August 28, 2003 r '~ . ~Fto~rnax ~~ FLORI C"J Florida Department of Environmental Protection Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399-2400 NOTIFICATION/APPLICATION FOR CONSTRUCTING A DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEM PARTI-GENERAL Subpart A: Permit Application Type Permit Application Type (mark one only) EDUs Application Fee* "X" ' Served Are you applying for an individual permit for a domestic wastewater collection/transmission > 10 $500 system? Note: an EDU is equal to 3.5 persons. Criteria for an individual permit are contained in Rule 62-604.600(7), F.A.C. < ]0 $300 Is this a Notice of Intent to use the general permit for wastewater collection/transmission systems? N/A $250 Criteria for qualifying for a general permit are contained in Rule 62-604.600(6), F.A.C. Projects not meetin the criteria in Rule 62-604.600 6 , F.A.C., must a 1 for an individual ermit. *Note: Each non-contiguous project (i.e., projects that are not interconnected or are not located on adjacent streets or in the same neighborhood) requires a separate application and fee. Subpart B: Instructions (1) 'This form shall be completed for all domestic wastewater collection/transmission system construction projects as follows: • If this is a Notice of Intent to use the general permit, this notification shall be submitted to the Department at least 30 days prior to initiating construction. • If this is an application for an individual permit, the permit must be obtained prior to initiating construction. (2) One copy of the completed form shall be submitted to the appropriate DEP district office or delegated local program along with the appropriate fee, and one copy of the following supporting documents. Checks should be made payable to the Florida Department of Environmental Protection, or the name of the appropriate delegated local program. If this is a Notice of Intent to use the general permit, attach a site plan or sketch showing the size and approximate location of new or altered gravity sewers, pump stations and force mains; showing the approximate location of manholes and isolation valves; and showing how the proposed project ties into the existing or proposed wastewater facilities. The site plan or sketch shall be signed and sealed by a professional engineer registered in Florida. If this is an application for an individual permit, one set of plans and specifications shall be submitted with this application, or alternatively, an engineering report shall be submitted. Plans and specifications and engineering reports shall be prepared in accordance with the applicable provisions of Chapters 10 and 20 of Recommended Standards for Wastewater Facilities. The plans and specifications or engineering report shall be signed and sealed by a Professional Engineer registered in Florida. (3) All information shall be typed or printed in ink. Where attached sheets (or other technical documentation) are utilized in lieu of the blank spaces provided, indicate appropriate cross-references on the form. For Items (1) through (4) of Part II of this application form, if an item is not applicable to your project, indicate "NA" in the appropriate space provided. ORIGINAL RECEIVED h~~ 16 2006 PLANNING DEPARTMENT GIN OF CLEARWATER DEP Forth 62-604.300(8)(a) Page 1 of 11 Effective November 6, 2003 Northwest District Northeast District Ca~tral District Southwest Disuia 160 Govemmrnlal Ceour 7825 Baymcadows Way 3319 Maguire Blvd 7804 Coconut Palm Drive Suite 200B Suite 232 Pmsamla, Florida 32502-5794 Jacksonville, Florida 722567590 Orlmdo, Florida 32807-3767 Tampa, Florido 33619-8318 850.595-8700 9(14-807-}300 407-894-7555 813-744-6100 South District Southeast District 2295 Victoria Ave ~ 400 NoM Confess Ave Suite 764 Suite 200 Fort Myers, Florida 3 3 902-25 49 Wot Palm Bench, Florida 33401 239-332-6975 561-681-6600 N ~ ®RIGINAL PART II -PROJECT DOCUMENTATION RECEIVED (1) Collection/Trartsmission System Permittee ~~~ ~ ~ Z~Q6 Name Loren Pollak Title Director PLANNING DEPARTMENT' Company Name Stuart S. Golding Company Address 27001 U.S. Highway 301 North, Suite 2095 City Clearwater Telephone 727-796-1077 (2) General Project Informafion Project Name Sunset Square State FL Zip 33761 Fax 727-725-2689 Email Loren@stuartgolding.com Location: County Pinellas City Clearwater Section 2 Township 29 Range 15 Project Description and Purpose (including pipe length, range of pipe diameter, total number of manholes, and total number of pump stations) Proposed project includes installation of approx. 709 LF of 8" PVC gravity line, approx. 162 LF of 6" PVC gravity line, five manholes, removal of an existing lift station, and installation of a new lift station to be connected to the existing onsite forcemain. Estimated date for: Start of construction March 2007 Completion of construction April. 2007 Connections to existing system or treatment plant April. 2007 (3) Project Capacity A =Type of Unit B = Number of Units C =Population Per Unit D =Total Population Columns B x C E =Per Capita Flow F =Total Average Daily Flow Columns D x E G =Peak hour flow Sin a-Famil Home Mobile Home A artment Commercial, Institutional, or Industrial Facili ** ** ** ** 10,081 GPD 2l GPM Total 10,081 GPD 21 GPM • Description of commercial, institutional, and industrial facilities and explanation of method used to estimate per capita flow for these facilities: **Please see attached Wastewater Flow Table. (4) Pump Station Data (attached additional sheets as necessary) Estimated Flow to the Station (GPDI Location Type Maximum Average Minimum Operating Conditions GPM FT TD onsite,SEcomer Highland Ave & Sunset Point Submersible Grinder 30,244 GPD 10,081 GPD 2,016 GPD 86 GPM @ 19.3 FT (5) Collection/Transmission System Design Information A. This information must be completed for all projects by the applicant's professional engineer, and if applicable, those professional engineers in other disciplines who assisted with the design of the project. If this project has been designed to comply with the standards and criteria listed below, the engineer shall initial in ink before the standazds or criteria. If any of the standards or criteria do not apply to this project or if this project has not been designed to comply with the standazds or criteria, mazk "X" before the appropriate standard or criteria and provide an explanation, including any applicable rule references, in (5)B. below. Note, if the project has not been designed in accordance with the standazds and criteria set forth in Rules 62-604.400(1) and (2), F.A.C., an application for an individual permit shall be submitted. However, if Rules 62-604.400(1) and (2), F.A.C., specifically allow for another alternative that will result in an equivalent level of reliability and public health protection, the project can be constructed using the general permit. nFV c~.n, F~.Rna ~nruavni PAQP. 7. of 1 1 RECENED ~~JV 16 2006 PLANNING 17EfzARTMEN* CIN OF CLEARWATEk General Requirements 2~ 1. The project is designed based on an average daily flow of 100 gallons per capita plus wastewater flow from industrial plants and major institutional and commercial facilities unless water use data or other justification is used to better estimate the flow. The design includes an appropriate peaking factor, which covers UI contributions and non-wastewater connections to those service lines. [RSWF 11.243] 2. Procedures are specified for operation of the collection/transmissiori system during construction. [RSWF 20.15] 3. The project is designed to be located on public right-of--ways, land owned by the permittee, or easements and to be located no closer than 100 feet from a public drinking water supply well and no closer than 75 feet from a private drinking water supply well; or documentation is provided in Part II.(5)B., showing that another alternative will result in an equivalent level of reliability and public health protection. [62-604.400(1)(b) and (c), F.A.C.] ~~ 4. The project is designed with no physical connections between a public or private potable water supply system and a sewer or force main and with no water pipes passing through or coming into contact with any part of a sewer manhole. [RSFW 38.1 and 48.5] ~~ 5. The project is designed to preclude the deliberate introduction of storm water, surface water, groundwater, roof runoff, subsurface drainage, swimming pool drainage, air conditioning system condensate water, non-contact cooling water except as provided by Rule 62-610.668(1), F.A.C., and sources of uncontaminated wastewater, except to augment the supply of reclaimed water in accordance with Rule 62-610.472(3)(c), F.A.C. [62-604.400(1)(d), F.A.C.] ~G~ 6. The project is designed so that all new or relocated, buried sewers and force mains, aze located in accordance with the sepazation requirements from water mains and reclaimed water lines of Rules 62-604.400(2)(g)(h) and (i) and (3), F.A.C. Note, if the criteria of Rules 62-604.400(2)(g) 4. or (2)(i) 3., F.A.C., are used, describe in Part II.C. alternative - construction features that will be provided to afford a similaz level of reliability and public health protection. [62- 604.400(2)(g), (h), and (i) and (3), F.A.C.] Gravity Sewers ~~ 7. The project is designed with no public gravity sewer conveying raw wastewater less than 8 inches in diameter. [RSWF 33.1] ~~ 8. The design considers buoyancy of sewers, and appropriate construction techniques are specified to prevent flotation of the pipe where high groundwater conditions aze anticipated. [RSWF 33.3} ~~ 9. All sewers aze designed with slopes to give mean velocities, when flowing full, of not less than 2.0 feet per second, based on Manning's formula using an "n" value of 0.013; or if it is not practicable to maintain these minimum slopes and the depth of flow will be 0.3 of the diameter or greater for design average flow, the owner of the system has been notified that additional sewer maintenance will be required. The pipe diameter and slope are selected to obtain the greatest practical velocities to minimize solids deposition problems. Oversized sewers aze not specified to justify flatter slopes. ~~jj/~,~ [RSWF 33.41, 33.42, and 33.43] l~~ 10. Sewers aze designed with uniform slope between manholes. [RWSF 33.44] 11. Where velocities greater than 15 fps are designed, provisions to protect against displacement by erosion and impact are specified. [RSWF 33.45] 12. Sewers on 20% slopes or greater are designed to be anchored securely with concrete, or equal, anchors spaced as follows: not over 36 feet center to center on grades 20% and up to 35%; not over 24 feet center to center on grades 35% and up to 50%; and not over 16 feet center to center on grades 50% and over. [RSWF 33.46] 13. Sewers 24 inches or less are designed with straight alignment between manholes. Where curvilinear sewers aze proposed for sewers greater than 24 inches, the design specifies compression joints; ASTM or specific pipe manufacturer's maximum allowable pipe joint deflection limits are not exceeded; and curvilineaz sewers are limited to simple curves which start and end at manholes. [RSWF 33.5] 14. Suitable couplings complying with ASTM specifications are required for joining dissimilar materials. [RSWF 33.7] ~' 15. Sewers are designed to prevent damage from superimposed loads. [RSWF 33.7] DEP Form 62-604.300(8)(a) Page 3 of 11 Effective November 6, 2003 N N 16. Appropriate specifications for the pipe and methods of bedding and backfilling are provided so as not to damage the pipe or its joints, impede cleaning operations and future tapping, nor create excessive side fill pressures and ovulation of the pipe, nor seriously impair flow capacity. [RSWF 33.81] ,!~~ 17. Appropriate deflection tests are specified for all flexible pipe. Testing is required after the fmal backfill has been in - - place at least 30 days to permit stabilizatiomof the soil-pipe system. Testing requirements specify: 1) no-pipe shall exceed a deflection of 5%; 2) using a rigid ball or mandrel for the deflection test with a diameter not less than 95% of the base inside diameter or average inside diameter of the pipe, depending on which is specified in the ASTM specification, including the appendix, to which the pipe is manufactured; and 3) performing the test without mechanical pulling devices. [RSWF 33.85] ! a~~ 18. Leakage tests are specified requiring that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons per inch of pipe diameter per mile per day for any section of the system; 2) exfiltration or i~ltration tests be performed with a minimum positive head of 2 feet; and 3) air tests, as a minimum, conform to the test procedure described in ASTM C- 828 for clay pipe, ASTM C 924 for concrete pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate test procedures. [RSWF 33.93, 33.94, and 33.95] 19. If an inverted siphon is proposed, documentation of its need is provided in Part II.C. Inverted siphons are designed with: 1) at least two barrels; 2) a minimum pipe size of 6 inches; 3) necessary appurtenances for maintenance, convenient flushing, and cleaning equipment; and 4) inlet and discharge structures having adequate clearances for cleaning equipment, inspection, and flushing. Design provides sufficient head and appropriate pipe sizes to secure velocities of at least 3.0 fps for design average flows. The inlet and outlet are designed so that the design average flow maybe diverted to one barrel, and that either barrel maybe cut out of service for cleaning. [RSWF 35] ~~" Manholes ~d`"'~ 20. The project is designed with manholes at the end of each line; at all changes in grade, size, or alignment; at all intersections; and at distances not greater than 400 feet for sewers 15 inches or less and 500 feet for sewers 18 inches to 30 inches, except in the case where adequate modern cleaning equipment is available at distances not greater than 600 feet. [RSWF 34.1] i 21. Design requires drop pipes to be provided for sewers entering manholes at elevations of 24 inches or more above the manhole invert. Where the difference in elevation between the incoming sewer and the manhole invert is less than 24 inches, the invert is designed with a fillet to prevent solids deposition. Inside drop connections (when necessary) are designed to be secured to the interior wall of the manhole and provide access for cleaning. Design requires the entire A~ outside drop connection be encased in concrete. [RSWF 34.2] .~~/ 22. Manholes are designed with a minimum diameter of 48 inches and a minimum access diameter of 22 inches. [RSWF 34.3] ~~Z'~'/ 23. Design requires that a bench be provided on each side of any manhole channel when the pipe diameter(s) are less than the manhole diameter and that no lateral sewer, service connection, or drop manhole pipe discharges onto the surface of the bench. [RSWF 34.5] 24. Design requires: 1) manhole lift holes and grade adjustment rings be sealed with non-shrinking mortar or other appropriate material; 2) inlet and outlet pipes be joined to the manhole with a gasketed flexible watertight connection or another watertight connection arrangement that allows differential settlement of the pipe and manhole wall; and 3) watertight manhole covers be used wherever the manhole tops maybe flooded by street runoff or high water. [RSWF ~~,,,~ 34.6] ~~~;CJ 25. Manhole inspection and testing for watertightness or damage prior to placing into service are specified. Air testing, if specified for concrete sewer manholes, conforms to the test procedures described in ASTM C-1244. [RSWF 34.7] 26. Electrical equipment specified for use in manholes is consistent with Item 46 of this checklist. [RSWF 34.9] Stream Crossines 27. Sewers and force mains entering or crossing streams are designed to be constructed of ductile iron pipe with mechanical joints or so they will remain watertight and free from changes in alignment or grade. Appropriate materials which will not readily erode, cause siltation, damage pipe during placement, or corrode the pipe are specified to backfill the trench. [RSWF 36.21 and 48.5] ORIGINAL RECEIVED DEP Form 62-604.300(8)(a) PagC 4 Of 11 Effective November 6, 2003 Gov 16 zoos ATA .~A~AI!. AAAA A,f! Af,AA~niwwn nn+n N M 28. Stream crossings are designed to incorporate valves or other flow regulating devices (which may include pump stations) on the shoreline or at such distances form the shoreline to prevent discharge in the event the line is damaged. [62- X 604.400(2)(k)5., F.A.C.] 29. Sewers and force mains entering or crossing streams are designed at a sufficient depth below the natural bottom of the stream bed to protect the line. At a minimum, the project is designed with subaqueous lines to be buried at least three feet below the design or actual bottom, whichever is deeper, of a canal and other dredged waterway or the natural bottom of streams, rivers, estuaries, bays, and other natural water bodies; or if it is not practicable to design the project with less than three-foot minimum cover, alternative construction features (e.g. a concrete cap, sleeve, or some other properly engineered device to insure adequate protection of the line) are described in Part II.C. [62-604.400(2)(k)1., F.A.C., and RSWF 36.11] 30. Specifications require permanent warning signs be placed on the banks of canals, streams, and rivers clearly identifying the nature and location (including depths below design or natural bottom) of subaqueous crossings and suitably fixed signs be placed at the shore, for subaqueous crossings of lakes, bays, and other large bodies of water, and in any area \ , .where anchoring is normally expected. [62-604.400(2)(k)2., F.A.C.] /X` 31. Provisions for• testing the integrity of subaqueous lines are specified. [62-604.400(2)(k)4., F.A.C.] 32. Supports are designed for all joints in pipes utilized for aerial crossings and to prevent overturning and settlement. Expansion jointing is specified between above ground and below ground sewers and force mains. The design considers the impact of floodwaters and debris. [RSWF 37 and 48.5] 33. Aerial crossings are designed to maintain existing or required navigational capabilities within the waterway and to reserve riparian rights of adjacent property owners. [62-604.400(2)(k)3., F.A.C.] Pump Stations s7'~ 34. In areas with high water tables, pump stations are designed to withstand flotation forces when empty. When siting the pump station, the design considers the potential for damage or interruption of operation because of flooding. Pump station structures and electrical and mechanical equipment are designed to be protected from physical damage by the 100-year flood. Pump stations are designed to remain fully operational and accessible during the 25-year flood unless lesser flood levels are appropriate based on local considerations, but not less than the 10-year flood. [62-604.400(2)(e), ~/~~ F.A.C.] 35. Pump stations are designed to be readily accessible by maintenance vehicles during all weather conditions. [RSWF 41.2] ~~~ 36. Wet well and pump station piping is designed to avoid operational problems from the accumulation of grit. [RSWF 41.3] ` !~~ 37. Dry wells, including their superstructure, are designed to be completely separated from the wet well. Common walls are designed to be gas tight. [RSWF 42.21] ~~~ 38. The design includes provisions to facilitate removing pumps, motors, and other mechanical and electrical equipment. [RSWF 42.22] ORIGINAL RECENED ~JV 16 X000 PLANNING DEPARTNiEI~T CITY OF CLEARWATER DEP Font 62-604.300(8)(a) Page 5 of 11 Effective November 6. 2003 r.IKY'13YYWFiIL RECEIVED I~~IV ~ 6 2006 ~~/ P NING DEPARI'N1E T 39. The design includes provisions for: 1) suitable and safe means of access ~.e~s~~~e~ls~~-contained breathing apparatus are provided to dry wells, and to wet wells; 2) stairway access we e s more an 4 feet deep containing either bar screens or mechanical equipment requiring inspection or maintenance; 3) for built-in-place pump stations, a . stairway to the dry well with rest landings at vertical intervals not to exceed 12 feet; 4) for factory-built pump stations over 15 feet deep, a rigidly fixed landing at vertical intervals not to exceed 10 feet unless a manlift or elevator is provided; and 5) where a landing is used, a suitable and rigidly fixed barrier to prevent an individual from falling past the intermediate landing to a lower level. If a manlift or elevator is provided, emergency access is included in the design. [RSWF 42.23] ~~ 40. Specified construction materials are appropriate under conditions of exposure to hydrogen sulfide and other corrosive gases, greases, oils, and other constituents frequently present in wastewater. [RSWF 42.25] 41. Except for low-pressure grinder or STEP systems, multiple pumps are specified, and each pump has an individual intake. Where only two units are specified, they are of the same size. Specified units have capacity such that, with any unit out of service, the remaining units will have capacity to handle the design peak hourly flow. [RSWF 42.31 and 42.36] 42. Bar racks are specified for pumps handling wastewater from 30 inch or larger diameter sewers. Where a bar rack is specified, a mechanical hoist is also provided. The design includes provisions for appropriate protection from clogging ~j~~ for small pump stations. [RSWF 42.322] !%~.t'/ 43. Pumps handling raw wastewater are designed to pass spheres of at least 3 inches in diameter. Pump suction and discharge openings are designed to be at least 4 inches in diameter. [RSWF 42.33] (Note, this provision is not applicable to grinder pumps.) ;d~ 44. The design requires pumps be placed such that under normal operating conditions they will operate under a positive suction head, unless pumps are suction-lift pumps. [RSWF 42.34] /~ 45. The design requires: 1) pump stations be protected from lightning and transient voltage surges; and 2) pump stations be equipped with lighting arrestors, surge capacitors, or other similar protection devices and phase protection. Note, pump stations serving a single building are not required to provide surge protection devices if not necessary to protect the ~~~- pump station. [62-604.400(2)(b), F.A.C.] i~Gt/ 46. The design requires 1) electrical systems and components (e.g., motors, lights, cables, conduits, switch boxes, control circuits, etc.) in raw wastewater wet wells, or in enclosed or partially enclosed spaces where hazardous concentrations of flammable gases or vapors maybe present, comply with the National Electrical Code requirements for Class I Group D, Division 1 locations; 2) electrical equipment located in wet wells be suitable for use under corrosive conditions; 3) each flexible cable be provided with a watertight seal and separate strain relief; 4) a fused disconnect switch located above ground be provided for the main power feed for all pump stations; 5) electrical equipment exposed to weather to meet the requirements of weatherproof equipment NEMA 3R or 4; 6) a 110 volt power receptacle to facilitate maintenance be provided inside the control panel for pump stations that have control panels outdoors; and 7) ground fault interruption protection be provided for all outdoor outlets. [RSWF 42.35] ~~ 47. The design requires a sump pump equipped with dual check valves be provided in dry wells to remove leakage or drainage with discharge above the maximum high water level of the wet well. [RSWF 42.37] ~~ 48. Pump station design capacities are based on the peak hourly flow and are adequate to maintain a minimum velocity of 2 feet per second in the force main. [RSWF 42.38] i~ 49. The design includes provisions to automatically alternate the pumps in use. [RSWF 42.4] 50. The design requires: 1) suitable shutoff valves be placed on the suction line of dry pit pumps; 2) suitable shutoff and check valves be placed on the discharge line of each pump (except on screw pumps); 3) a check valve be located between the shutoff valve and the pump; 4) check valves be suitable for the material being handled; 5) check valves be placed on the horizontal portion of discharge piping (except for ball checks, which maybe placed in the vertical run); 6) all valves be capable of withstanding normal pressure and water hammer; and 7) all shutoff and check valves be operable `~~ from the floor level and accessible for maintenance. [RSWF 42.5] 51. The effective volume of wet wells is based on design average flows and a filling time not to exceed 30 minutes unless the facility is designed to provide flow equalization. The pump manufacturer's duty cycle recommendations were utilized in selecting the minimum cycle time. [RSWF 42.62] ~~ 52. The design requires wet well floors have a minimum slope of 1 to 1 to the hopper bottom and the horizontal area of hopper bottoms be no greater than necessary for proper installation and function of the inlet. [RSWF 42.63] DEP Fortn 62-604.300(8)(a) Page 6 of 11 Effective November 6, 2003 M 53. For covered wet wells, the design provides for air displacement to the atmosphere, such as an inverted " j" tube or other means. [RSWF 42.64] `~~ 54. The design provides for adequate ventilation all pump stations; mechanical ventilation where the dry well is below the ground surface; permanently installed ventilation if screens or mechanical equipment requiring maintenance or inspection are located in the wet well. Pump stations are designed with no interconnection between the wet well and dry well ventilation systems. [RSWF 42.71] 55. The design requires all intermittently operated ventilation equipment to be interconnected with the respective pit lighting system and the manual lighting/ventilation switch to override the automatic controls. [RSWF 42.73] 56. The design requires the fan wheels of ventilation systems be fabricated from non-sparking material and automatic heatin \~ and dehumidification equipment be provided in all dry wells. [RSWF 42.74] J~ 57. If wet well ventilation is continuous, design provides for at least 12 complete 100% fresh air changes per hour; if wet well ventilation is intermittent, design provides for at least 30 complete 100% fresh air changes per hour; and design requires air to be forced into wet wells by mechanical means rather than solely exhausted from the wet well. [RSWF 42.75] g 58. If dry well ventilation is continuous, design provides at least 6 complete 100% fresh air changes per hour; and dry well ventilation is intermittent, design provides for at least 30 complete 100% fresh air changes per hour, unless a system of two speed ventilation with an initial ventilation rate of 30 changes per hour for 10 minutes and automatic switch over to 6 changes per hour is used to conserve heat. [RSWF 42.76] ~~ 59. Pump stations are designed and located on the site to minimize adverse effects from odors, noise, and lighting. [62- 604.400(2)(c), F.A.C.] /~ 60. The design requires pump stations be enclosed with a fence or otherwise designed with appropriate features to discourage the entry of animals and unauthorized persons. Posting of an unobstructed sign made of durable weather resistant material at a location visible to the public with a telephone number for a point of contact in case of emergency is specified. [62-604.400(2)(d), F.A.C.] ~d~ 61. The design requires suitable devices for measuring wastewater flow at all pump stations. Indicating, totalizing, and recording flow measurement are specified for pump stations with a 1200 gpm or greater design peak flow. [RSWF 42.8] `~~ 62. The project is designed with no physical connections between any potable water supplies and pump stations. If a potable water supply is brought to a station, reduced-pressure principle backflow-prevention assemblies are specified. [R5WF 42.9 and 62-555.30(4), F.A.C.] Additional Items to be Completed for Suction-Lift Pumn Stations ~~~ 63. The design requires all suction-lift pumps to be either self-priming or vacuum-priming and the combined total of dynamic suction-lift at the "pump off' elevation and required net positive suction head at design operating conditions not to exceed 22 feet. For self-priming pumps, the design requires: 1) pumps be capable of rapid priming and repriming at the "lead pump on" elevation with self-priming and repriming accomplished automatically under design operating conditions; 2) suction piping not to exceed the size of the pump suction or 25 feet in total length; and 3) priming lift at the "lead pump on" elevation to include a safety factor of at least 4 feet from the maximum allowable priming lift for the specific equipment at design operating conditions. For vacuum-priming pump stations, the design requires dual vacuum pumps capable of automatically and completely removing air from the suction-lift pumps and the vacuum pumps be adequately protected from damage due to wastewater. [RSWF 43.1] ~~~ 64. The design requires: 1) suction-lift pump equipment compartments to be above grade or offset and to be effectively isolated from the wet well to prevent a hazardous and corrosive sewer atmosphere from entering the equipment compartment; 2) wet well access not to be through the equipment compartment and to be at least 24 inches in diameter; 3) gasketed replacement plates be provided to cover the opening to the wet well for pump units to be remove for service; and 4) no. valuing be located in the wet well. [RSWF 43.2] ORIGINAL RECENE[} ~~V 16 200 DEP Foam 62-604.300(Sxa) Page 7 of 11 Effective November 6, 2003 P[p-NNING DEPARrME?aa? CIN OF CLEARWATE~? M 68. In submersible pump stations, the design requires the motor control center to be located outside the wet well, readily accessible, and protected by a conduit seal or other appropriate measures meeting the requirements of the National Electrical Code, to prevent the atmosphere of the wet well from gaining access to the control center. If a seal is specified, the motor can be removed and electrically disconnected without disturbing the seal. The design requires control equipment exposed to weather to meet the requirements of weatherproof equipment NEMA 3R or 4. [RSWF 44.32] ~f~j~ Additional Items to be Completed for Submersible Pump Stations ~~~' 65. Submersible pumps and motors are designed specifically for raw wastewater use, including totally submerged operation during a portion of each pump cycle and to meet the requirements of the National Electrical Code for such units. Provisions for detecting shaft seal~failure or potential seal failure are included in the design. [RSWF 44.1] 66. The design requires submersible pumps be readily removable and replaceable without dewatering the wet well or disconnecting any piping in the wet well. [RSWF 44.2] . 67. In submersible pump stations, electrical supply, control, and alarm circuits are designed to provide strain relief; to allow disconnection from outside the wet well; and to protect terminals and connectors from corrosion by location outside the wet well or through use of watertight seals. [RSWF 44.31] 69 In submersible pump stations, the design requires: 1) pump motor power cords be flexible and serviceable under conditions of extra hard usage and to meet the requirements of the National Electrical Code standards for flexible cords in wastewater pump stations; 2) ground fault interruption protection be used to de-energize the circuit in the event of any failure in the electrical integrity of the cable; and 3) power cord terminal fittings be corrosion-resistant and constructed in a manner to prevent the entry of moisture into the cable, provided with strain relief appurtenances, and designed to facilitate field connecting. [RSWF 44.33] In submersible pump stations, the design requires all shut-off and check valves be located in a separate valve pit. Provisions to remove or drain accumulated water from the valve pit are included in the design. [RSWF 44.4] M ~~ 70. `"lid 71. Emergency Operations for Pump Stations Pump stations are designed with an alarm system which activates in cases of power failure, sump pump failure, pump failure, unauthorized entry, or any cause of pump station malfunction. Pump station alarms are designed to be telemetered to a facility that is manned 24 hours a day. If such a facility is not available and a 24-hour holding capacity is not provided, the alarm is designed to be telemetered to utility offices during normal working hours and to the home of the responsible person(s) in charge of the lift station during off-duty hours. Note, if anaudio-visual alarm system with a self-contained power supply is provided in lieu of a telemetered system, documentation is provided in Part II.C. showing an equivalent level of reliability and public health protection. [RSWF 45] 72. The design requires emergency pumping capability be provided for all pump stations. For pump stations that receive flow from one or more pump stations through a force main or pump stations discharging through pipes 12 inches or larger, the design requires uninterrupted pumping capability be provided, including an in-place emergency generator. Where portable pumping and/or generating equipment or manual transfer is used, the design includes sufficient storage capacity with an alarm system to allow time for detection of pump station failure and transportation and connection of emergency equipment. [62-604.400(2)(a)1. and 2., F.A.C., and RSWF 46.423 and 46.433] 73. The design requires: 1) emergency standby systems to have sufficient capacity to start up and maintain the total rated running capacity of the station, including lighting, ventilation, and other auxiliary equipment necessary for safety and proper operation; 2) special sequencing controls be provided to start pump motors unless the generating equipment has capacity to start all pumps simultaneously with auxiliary equipment operating; 3) a riser from the force main with rapid connection capabilities and appropriate valuing be provided for all pump stations to hook up portable pumps; and 4) all pump station reliability design features be compatible with the available temporary service power generating and pumping equipment of the authority responsible for operation and maintenance of the collection/transmission system. [62-604.400(2)(a)3., F.A.C., and RSWF 46.431] ~~" 74. The design provides for emergency equipment to be protected from operation conditions that would result in damage to the equipment and from damage at the restoration of regular electrical power' [RSWF 46.411, 46.4~„7,,,a~¢ 46.432] RECENEI~ DEP Form 62-604.300(8)(a) Effective November 6, 2003 Page 8 of 11 PLANNING DEPARTMENT CITY OF CLEARWATER ~~::~~ 16 2Q06 N M !~/ 75. For permanently-installed internal combustion engines, underground fuel storage and piping facilities are designed in accordance with applicable state and federal regulations; and the design requires engines to be located above grade with adequate ventilation of fuel vapors and exhaust gases. [RSWF 46.414 and 46.415] ~~~ 76. For permanently-installed or portable engine-driven pumps are used, the design includes provisions for manual start-up. [RSWF 46.422] ;~ 77. Where independent substations are used for emergency power, each separate substation and its associated transmission lines is designed to be capable of starting and operating the pump station at its rated capacity. [RSWF 46.44] Force Mains 78. Force mains are designed to maintain, at design pumping rates, a cleansing velocity of at least 2 feet per second. The minimum force main diameter specified for raw wastewater is not less than 4 inches. [RSWF 48.1] 79. The design requires: 1) branches of intersecting force mains be provided with appropriate valves such that one branch maybe shut down for maintenance and repair without interrupting the flow of other branches; and 2) stubouts on force mains, placed in anticipation of future connections, be equipped with a valve to allow such connection without interruption of service. [62-604.400(2)(f), F.A.C.] 80. The design requires air relief valves be placed at high points in the force main to prevent air locking. [RSWF 48.2] 81. Specified force main pipe and joints are equal to water main strength materials suitable for design conditions. The force main, reaction blocking, and station piping are designed to withstand water hammer pressures and stresses associated with the cycling of wastewater pump stations. [RSWF 48.4] 82. When the Hazen and Williams formula is used to calculate fi-iction losses through force mains, the value for "C" is 100 for unlined iron or steel pipe for design. For other smooth pipe materials, such as PVC, polyethylene, lined ductile iron, the value for C does not exceed 120 for design. [RSWF 48.61] 83. Where force mains are constructed of material, which might cause the force main to be confused with potable water mains, specifications require the force main to be clearly identified. [RSWF 48.7] 84. Leakage tests for force mains are specified including testing methods and leakage limits. [RSWF 48.8] *RSWF =Recommended Standards for Wastewater Facilities (1997) as adopted by rule 62-604.300(5)(c), F.A.C. B. Explanation for Requirements or Standards Marked "X" in II(5)A. Above (Attach additional sheets if necessary): 12. NO SEWER ON 20% SLOPE IS PROPOSED. 19. AN INVERTED SIPHON IS NOT PROPOSED. 26. NO ELECTRICAL EQUIPTMENT WITHIN MANHOLES IS PROPOSED. 27-33. NO STREAM CROSSINGS ARE PROPOSED. 55=58. MECHANICAL VENTILATION IS NOT PROPOSED. 78-84. NO FORCEMAINS ARE PROPOSED. PART III -CERTIFICATIONS (1) Collection/Transmission System Permittee I, the undersigned owner or authorized representative* of Stuart S. Golding Company am fully aware that the statements made in this application for a construction permit are true, correct and complete to the best of my knowledge and belief. I agree to retain the design engineer or another professional engineer registered in Florida, to conduct on-site observation of construction, to prepare a certification of completion of construction, and to review record drawings for adequacy. Further, I agree to provide an appropriate operation and maintenance manual for the facilities pursuant to Rule 62-604.500(4), F.A.C., and to retain a professional engineer registered in Florida to examine (or to prepare if desired) the manual. I am fully aware that Department approval must be obtained before this project is placed into service for any purpose other than testing for leaks and tesfing equipment operation. Signed Date Name Loren Pollack Title *Attach a letter of authorization. DEP Foam 62-604.300(8)(a) Page 9 of 11 Effective November 6, 2003 Director ORIGINAL. RECENE!? ~+~~ 16 2006 lytANNING DEpARI'flilEN~ CIiY OF CLF.ARWATER M (2) Owner of Collection/Transmission System I, the undersigned owner or authorized representative* of Stuart S. Golding Company certify that we will be the Owner of this project after it is placed into service. I agree that we will operate and maintain this project in a manner that will comply with applicable Department rules. Also I agree that we will promptly notify the Department if we sell or legally transfer ownership of this project. Signed Date Name Loren Pollack Title Director Company Name Stuart S. Golding Company Address 27001 U.S. Highway 19 North, Suite 2095 City Clearwater Telephone 727-796-1077 * Attach a letter of authorization. State FL Fax 727-725-2689 (3) Wastewater Facility Serving Collection/Transmission System** If this is a Notice of Intent to use a general permit, check here: Zip 33761 Email loren@stuartgolding.com ^ The undersigned owner or authorized representative* of the wastewater facility hereby certifies that the above referenced facility has the capacity to receive the wastewater generated by the proposed collection system; is in compliance with the capacity analysis report requirements of Rule 62-600.405, F.A.C.; is not under a Department order associated with effluent violations or the ability to treat wastewater adequately; and will provide the necessary treatment and disposal as required by Chapter 403, F.S., and applicable Department rules. If this is an application for an individual permit, check one: ^ The undersigned owner or authorized representative* of the wastewater facility hereby certifies that the above referenced facility has and will have adequate reserve capacity to accept the flow from this project and will provide the necessary treatment and disposal as required by Chapter 403, F.S., and applicable Department rules. ^ The undersigned owner or authorized representative* of the wastewater facility hereby certifies that the above referenced facility currently does not have, but will have prior to placing the proposed project into operation, adequate reserve capacity to accept the flow from this project and will provide the necessary treatment and disposal as required by Chapter 403, F.S., and applicable Deparhnent rules. Name of Treatment Plant Serving Project County Pinellas DEP permit number FL Maximum monthly average daily flow over the last 12 month period Maximum three-month average daily flow over the last 12 month period City Clearwater Expiration Date MGD Month(s) used MGD Month(s) used ^ AADF ^ MADF ^ TMADF Current permitted capacity . MGD Current outstanding flow commitments (including this project) against treatment plant capacity: Signed .Date Name Title Address City State Zip Telephone Fax Email * Attach a letter of authorization. ** If there is an intermediate collection system, a letter shall be attached certifying that the intermediate downstream collection system has adequate reserve capacity to accept the jlow from this project. ORIGINAL RECENED RJV 16 2006 PLANNING DEPARTMENT DEP Forth 62-604.300(S)(a) Page 10 of 11 CITY OF CLEARWATEFt Effective November 6, 2003 ~~~ (4) Professional Engineer Registered in Florida I, the undersigned professional engineer registered in Florida, certify that I am in responsible charge of the preparation and production of engineering documents for this project; that plans and specifications for this project have been completed; that I have expertise in the design of wastewater collection transmission systems; and that, to the best of my knowledge and belief, the engineering design for this ~'~~1/6~ ~~mplies with the requirements of Chapter 62-604, F.A.C. ~ -+` ~ r,, > ~ ~'. :~~, fs t • ~~ '~ J a ~ ,~-. Name Charles Otero, P.E. Florida Registration No. Company Name Otero Engineering, Inc. Address 14802 N. Dale Mabry I-Iwy., Suite 200 City Tampa State Telephone 908-3585 Fax 908-3631 Portion of Project for Which Responsible 100% . 1 r, r~ C[~r' :.J'...~~- Signed Date Name Company Name Address City _ Telephone Fax Portion of Project for Which Responsible Zip FL Zip ~ 33618 Email cotero@oteroengineering.com Florida Registration No. i ~.. r i l) Signed Date Name Company Name Address City Telephone Fax Portion of Project for Which Responsible Florida Registration No. State _ Email Zip ORIGINAL RECEIVED DEP Form 62-604.300(8)(a) Page 11 of 11 Effective November 6, 2003 State Email _Date - 182~~~ .. y~,,;.... -: . h~JV 16 2006 PLANNING DEPpRltvik~'' CITY OF CLEARWAv~- '' C~/$/pharmacy ~ Please note The colors presented on this chart are representations. Actual color of manu- factured product may vary slightly from the chart. Color perception is affected by degree of gloss, texture, and lighting conditions. For best results, always request a product sample, select color under natural lighting conditions, and construct full scale job site mock ups for final color approval. Minor shade variations may occur from batch to batch (refer to batch no. on pail). Avoid inrtalling separate batches side-by-side and avoid application in direct sunlight. Avoid installing new finish adjacent to weathered or aged finish. Sto Corp. will not be responsible for shade or color variation from batch to batch, variation caused by applica- tions or substrate difficiencies, or fading resulting from natural causes such as weather. See Tech Hotline Nos. 0694-C, 0893-EC and 1202-CF for helpful tips on prevention of color problems. For Exterior Insulation and Finish Systems (EIFS) select colors with light reflectance value of 20 or greater. Sto Corp. Strategic Accounts Department 3800 Camp Creek Parkway Building 1400, Suite 120 Atlanta, GA 30331 Tel: 404-346-3666 Toll Free: 888-786-3437 Fax: 815-356-7930 www.stocorp.com Color 1: NA01-0048 1899 N HIGHLAND AVE BCP2OO7-04556 NEW CVS & SITE IMPROVEMENTS CVS -SUNSET SQUARE SHOP CTR Zoning: C atlas# 261A sto S•Ku~& CVS Southern Prototype-Exterior Architectural Finishes Color 2: NA00-0047 • • StoColor System C~/$/pharmacy sto Sto Corp. Strategic Accounts Department 3800 Camp Creek Parkway Building 1400, Suite 120 Atlanta, GA 30331 Tel: 404-346-3666 Toll Free: 888-786-3437 Fax: 815-356-7930 www.stocorp.com / \ i 0 ~..~ .~ ~_:- ~~ • r ~ BUNSET POINT RD. r Z w ua ~W N W >_ ~ W Q ~ '~ Z a W U Q F V W •~r~ ~' UTILITY PLAN NORTH ;~o,._ .~~ Fq Y~~_i v a '+._" > ~ ...~.. ....~ SJn•. d.w s..s n o~eJ ~~ <a ~- D[u I Fxmc [IV/rK c~6< . uJned~ J//Pie! •• Llv<CM4' L r?O.~' ~ 60oD 'w0 ~~ a..J Jaw . 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