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FLS2006-08050
October 3, 2006 `??o &9 1 Case #: FLS2006-08050 18419 US Highway 19N The following are responses to the DRC review, comments dated August 31, 2006. 1. Prior to issuance of a building permit: 1. The grease trap is indicated on the drawings. 2. The dumpster details per the city have been included. 3. D.O.T. approval is pending 4. Find attached a letter of approval from the City of St. Petersburg. 5.' There is an existing water line in the south east corner of the property. The city has removed the double check valve. 6. There is an existing sewer connection indicated on the drawings in the south east corner of the lot. The existing on site lift station is connected to it. Prior to the issuance of a Certificate of Occupancy: 7. As built drawings for any changes to the existing .subsurface utilities will be submitted (5 copies signed & sealed). Environmental: No issues Fire: 1. The ingress for the fire trucks are directly off of US HWY 19 heading east. They would continue east thru the shopping center. There would be no need to turn left on the site, as that would put you on a one way drive back into the shopping center. This was agreeable in our original D.O., prior to the redesign for the bank. 2. The location of the fire hydrant as part of the shopping center was approved for the prior D.O.. As id also the case with NY./NY., Starbucks, and Sam Seltzers. Harbor Master: No issues Legal: No issues Land Resources: No issues ORIGINAL. RECEIVER OCT 10 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Landscaping: Items 1-6 have been addressed on the revised-resubmitted drawings. 'OIL 630 Chestnut Street Clearwater, Florida 33756 727.796.8774 727.791.6942 fax 0 R. FLS2006-08050 18419 US HWY 19 N Page 2 Parks and Recreation: No issues Stormwater: 1. Prior to permitting the owner will pay in lieu of a full retention pond. Solid Waste: I. The City details have been used for the dumpster and the size has been revised. 2. The owner will be paying one water/sewer and trash collection bill. 3. If there is recycling there will be multiple dumpsters used. Traffic Engineering: 1. The drive thru lanes have been increased to 10'. 2-3. There is a layout for the stacking of the required number of vehicles for the double dire thru. They are actually shown as 18'. 4. Signs and stop bars have been indicated on the plans. 5. These signs will be added to the back of the stop signs. 6. The Traffic Impact Analysis was submitted for approval separate from these documents. Verbal and written approval was given to us via Email. 7. There were no mitigating items per the TIA. Impact fees will be paid according to the existing use as a credit and the new use, prior to C.Q. Planning: 1. Landscaped areas on the site will be curbed with Type F, details adjusted accordingly. 2. Value has been changed to $600,000.00. 3. The final design and the colors will be consistent with colored rendering as submitted: 4. The letter from the City of St. Petersburg is attached. 5. All utilities are existing, they will be underground and much as possible. The front 40' of the property is controlled by the City of St. Petersburg. There can be only minimal land development in the area. No underground work. 6. Set backs revised. 7. Why is there no outside dining, as is allowed at Starbucks? 8. The exiting sign will be reworked incorporating the existing foundation to meet the approved sign package under separate permit. ORIGINAL RECEIVED OCT 101006 PLANNING DEPARTMENT CITY OF CLEARWATER • FLS2006-08050 18419 US HWY 19 N Page 3 9-10 Elevations have been revised. Awning placement is as is submitted. Subject to potential removal. 11. The storm water calculations are attached. 12. The parking calculations a located on Sheet C-l. 13. Flexibility Criteria: Offices: Ia. The increased height results in an improved site plan, landscape area improved over the required design requirements. b. The increased height will not reduce the vertical component of the view of any adjacent residential property. 2a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles. b. The reduction in the side and rear setback results in an improved site plan, more efficient parking or improved design and appearance. c_ The reduction in the side and rear setback does not reduce the amount of landscape area otherwise required. 3. Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building are for storage or other than non-parking demand generation purposes. Restaurants: I- The parcel proposed for development is a lot of less than 10,000 sq. ft. and is not in common ownership with any contiguous property. The reduction of the lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of this parcel. 2. The use of this parcel fronts on but will not involve additional access to a US HWY 19 N. 3a. The increased height results in an improved site plan, landscaping areas have greater planting than the minimum required and a more pleasing design and appearance. b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 4. All of the signs will comply with City code or approval through the Comprehensive Sign Program, including the street signs. 5a. The reduction in side and rear setback does not prevent access to the rear of the building by emergency vehicles. b. The reduction in side and rear setback results in a better site plan and more efficient parking as well as improved design appearance. ORIGINAL RECEIVED PtAN. t OtPARTMENT 0 0 FLS2006-08050 18419 USHWY 19N Page 4 c. The reduction in side and rear setback does not reduce the required landscaping. 6. The physical characteristics of the proposed building uses are such that they like will require less parking per floor area than otherwise required due to significant portions of the building will be used for storage or other non- parking demand-generating purposes. If there are any other questions please don't hesitate to contact me. ??ncerely submitted, Robert E. Greg ORIGINAL RECEIVED OCT 10 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 4 October 17, 2005 Mr. Robert Gregg R.E. Gregg Architecture 630 Chestnut Street Clearwater, FL 33756 CITY OF ST. PETERSBURG POST OFFICE BOX 2842, ST. PETERSBURG, FLORIDA 33731-2842 WEB SITE: www.stpete.org CHANNEL 35 WSPF•TV TELEPHONE: 727 893-7171 OR/GIRECEIV a OCT 10 , p6 Re: Proposed Retail/Restaurant Center PANNING CITY OF CR MENT 18419 US 19 North, Clearwater, Florida ATER Site Plan Review for Encroachments in City of St. Petersburg Water Transmission Main (WTM) Easement. Dear Mr. Gregg: Thank you for your September 2, 2005, submittal of the site drawing sheets 1 - 5 for the above mentioned project. The City of St. Petersburg Engineering Department has no objection to the proposed project and its encroachments into the City of St. Petersburg 50-foot wide WTM easement with the following conditions: 1. Relocate the three (3) proposed trees out of the islands in the parking lot across the west side of the site. No trees with a height of more than 6-foot are allowed within 10- foot of the centerline of the City of St. Petersburg 36" water main. The water main is only 30" deep in this area so no significant root systems will be permitted close to the water main. 2. When the existing light pole at the north driveway entrance is removed, the City of St. Petersburg inspector shall be notified to be on site. Extreme care shall be taken to not disturb the City of St. Petersburg 36" WTM. 3. The parking lot, curb, and trench drain construction within the easement are acceptable; please note that no vibratory equipment may be used within the easement during any phase of the construction activities. 4. If any crossings of the water main are required for conduits or pipes for any purpose, they must be placed inside steel casings and maintain a minimum 18" clearance over the WTM. They must be permitted by the City of St. Petersburg Engineering Department. and inspected. when installed by the City of St. Petersburg. 5. A permit must be obtained from the City of St. Petersburg Engineering Department by the contractor before work begins within the City of St. Petersburg 50-foot wide WTM easement. The fee is $180. Liability insurance and a performance bond in the amount of $5,000 made to the City of St. Petersburg are required to obtain the permit, along with the Page 2 of 2 Mr. Robert Gregg Proposed Retail/Restaurant Center October 17, 2005 name of the Contractor, address, phone numbers, and contact person(s). Three sets of plans and a draft of the permit are on file with the City of St. Petersburg Engineering Department. The permit may be obtained within three (3) business days of submitting the required information. For any questions concerning this letter, contact Nancy Davis (727) 883-7863. Sincerely, Michael Ryle, P.E. Engineering Construction Manager PC: Reading File Correspondence File: MLR, NED WTM File ORIGINAL RECEIVED OCT 10 2006 PLANNING DEPARTMENT CITY OF CLEARWATER DRAINAGE CALCULATIONS Project Name : Clearwater Retail Partner LLC 18419 U. S. Hwy 19 N. Clearwater, Florida Site Area: 34,997 s.f. 0.803 acres Existing Impervious to be removed: 31,329 S.F. New Impervious: 28,133 S.F. PRE-CONSTRUCTION: Impervious Remaining 0 x 0.95 = 0 Impervious removed 31,329 x 0.475 = 14881 Pervious 3,668 x 0.2 = 733.6 34,997 15615 C1 = 0.446 POS T CONSTRUCTION: Pond 511 x 1 = 511 Impervious 28,133 x 0.95 = 26726 Pervious 6,353 x 0.2 = 1271 34,997 28508 C2 = 0.815 25 Year Stor m volume Required, 1-H OUR DURATION Vr = ( 0.815 - 0.446 ) x 3.7 x 0.803 x 3600 = 3,942.51 VP = 677 (Volume pr ovided @ 1.0' depth) Water Quality Required: 1,458 c.f. Water Quality Provided: 677 c.f. Within total vol ume Gerald P. Goulish, P.E. 011 ? i?,,/1 Date: Aug. 30, 2006 L0 • Go L ? Rev.: Sept. 21, 2006 ?? e - •' f? ' : N0. 21340 ..? • STATE OF ' 44, .ti '• 4OR\p • .` ?,, O N A1- '11„1 w zfy w Vz ?- p s e r 3 U • CK C'. w C ? xxr U Q W 4 U CL 0 arwater U Planning Department 100'South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL RECEIVED AUG 0 8 2006 PLANNING DEPARTMENT 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: MAILING ADDRESS: V?IJ PHONE NUMBER: 12:1 .` -K(ot 6774 # _ 3-.zI 3 CELL NUMBER: OPERTY OWNER S 7? A ?} ( ): PR c r List ALL owners on the deed AGENT NAME: MAILING ADDRESS: ?i.?? ???` t.? T( r 3? ?Q PHONE NUMBER: FAX NUMBER: _ f CELL NUMBER: (. c-'§;, E-MAIL ADDRESS: r B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: 164-1q r PROJECT VALUATION: STREET ADDRESS 19,14 S e`?A t 14Ci, 1,k b M\,.d k CA Q PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: & 00) 1000. 00 b ,.I, a V:C:, ba> PARCEL SIZE (square feet): , PROPOSED USE(S): W/DyLW DESCRIPTION OF REQUEST: Specifically identify the request ??la(pa? G?T 1?XA46i w (include number of units or square ?? tom, p footage of non-residential use and all fJ- requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) (kD2/IM AaC,C4 CASE #: RECEIVED BY (staff initials):' DATE RECEIVED: S:\Planning Department\Applicalion Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Page I of 7 0 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) C: PROOF OF OWNERSHIP: (Code Section 4-202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete-responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. AA4 4 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. i ( P 61 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. I y?? AI),& `54 G I N 1` 102 X12, P 1- ?UOUR 131 (A ( LA?? (AS 4-f W , 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Q .i 5,0 2-5) 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. #E29? SIC ORIGINAL RECEIVED 1.yr 04 2006 SAPlanning DepartmentWpplication Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006PkANNING DEPARTMENT Page 2 of 7 CITY OF CLEARWATER WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) W 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 Manual and 4-202.A.21) G]" A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition y` 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. 10 At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; J Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; j Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe 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): Stonnwater 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" DBH 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 I deviations to the parking standards are approved; +? GRADING PLAN, as applicable; PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided)ORIGINAL V9 COPY OF RECORDED PLAT, as applicable; RECEIVED SAPlanning Department\Flpplication Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc PLANNING DEPARTMENT Page 3 of 7 CITY OF CLEARWATER r? • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) 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; All dimensions; Footprint and size of all EXISTING buildings and structures; T Footprint and size of all PROPOSED buildings and structures; 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 V 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; -dy- All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(13)(1) and Index #701}; Location of all landscape material; Location of all onsite and offsite storm-water management facilities; N Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: J EXISTING Land area in square feet and acres; , (- '- Number of EXISTING dwelling units; '-- Number of PROPOSED dwelling units; J Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; J Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 % X 11); REQUIRED PROPOSED tF/®f® d t7 1;116 /Q r --?P '/o `S% ' 1,6r7 ?o !5S t/y ?I FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ORIGINAL All open space areas; RECEIVED _ Location of all earth or water retaining walls and earth berms; ! Lot lines and building lines (dimensioned); AM 04 2006 Streets and drives (dimensioned); PLANNING DEPARTMENT Building and structural setbacks (dimensioned); CITY OF CLEARWATER Structural overhangs; SAPlanning Department\Application Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Page 4 of 7 0 • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): 1 All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbin ; / 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; r Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and J protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and ?j percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); J Irrigation notes. 1 REDUCED COLOR LANDSCAPE PLAN to scale (8 %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 not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) BUILDING ELEVATION DRAWINGS - with the following information: J All sides of all buildings; Dimensions; Q Colors (provide one full sized set of colored elevations); and Materials. REDUCED BUILDING ELEVATIONS -same as above to scale on 8 %X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? J All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? - Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 '/: X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED t ! lOG 0 4 2006 PLANNING DEPARTMENT SAPlanning Department\Application Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc CITY OF Page 5 of 7 CLEAR?,ATER K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • 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. XJ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. 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 WTIVED Nompliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is rE ? Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): FCC ?:', 9G 04 2006 Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. PLANNING- DEPA,u< f1ENT CITY OF CL,'-APVVATEIZ CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW 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) 5624334. M. 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 photo ap,h the property described in this application. Signature of property owr(er or 9 ,? OFF STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of A.D. 20(.O_ to me and/or by who is personally known has produced as id tification. otary ic, My comm ssion expires: ; ......Lynn Lynn A. Matthews `° = Commission #DD246828 Bonded Thru Atlantic Bonding Co., Inc. SAPlanning Department\Application Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Page 6 of 7 • E N. AFFIDAVIT TO AUTHORIZE AGENT: 1: Provide names of all property owners on deed -PRINT full names: 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) ?;? TTt-- '1? 4. That the undersigned (has/have) appointed and (does/do) appoint: as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. 6 ce? Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner Property Owner Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of 2CC(O personally appeared y t c, PCCOYNkCL-? who having been first duly swom Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Lynn A. Matthews Commission #DD246828 ?Q Expires: Oct 13, 2007 Bonded Thru Atlantic Bonding Co., Inc. 0, Notary Public Signature Notary Seal/Stamp My Commission Expires: RECEIVED A G 04 2006 PLANNING DEPARTMENT CITY OF CLEARWATER SAPlanning DepartmenMpplication Forms\development review\2006 Forms\Flexible Standard Development (FLS) 2006.doc Page 7 of 7 ® • City of Clearwater Planning Department 100 South Myrtle Ave. Clearwater, FL 33756 Re: 18419 U. S. Highway 19 North We are requesting Flexible Standard Development approval for the construction of a 5,850 square foot building for office (bank) with a drive thru and a restaurant use in the Commercial Zoning District. 1. The request includes a front (west) setback reduction from 25 to 15 feet, to pavement. 2. The reduction in the rear (east) setback 20 to 0 feet, there is an existing cross easement driveway of 25 feet with the shopping center. 3. The reduction of side (south) setback from ,10 to 5 feet to pavement, from the adjacent parking lot. The new landscape area proposed will actually vary from 5 to 6.8 feet in width along the property line. 4. The reduction of side (north) setback from 10 to 9.22, from the shopping center common entry to the pavement. The landscape area will actually vary from 5 to 9.22 feet along the property line. 5. Reduction in the required interior landscape requirement from 10% to 8.3%. There is a driveway (@4,933 sq.ft.) which is unable to be redeveloped due to cross access with the shopping center. 6. The parking as designed is based offoftable 2-703, retail allows between 3 to 4 spaces per 1000 sq.ft. for office use, and 7 to 15 spaces per 1000 sq.ft. for restaurant use. Our design accounts for 3 / 1000 sq.ft. for the bank (13.5) and 12/1000 sq.ft. for the restaurant use (16.1) for a total of 30 spaces. 7. The total height of the building has been designed with architectural elements at the entries of a maximum of 29' in lieu of the 25' generally allowed. Under table 2-703 we would be allowed a maximum of 2550 office use and 25-35 for restaurant. There has been some question on the change in use and the total traffic generated by the change of use and the redevelopment form the existing use. We have supplied actual traffic calculations based on customer transactions for the bank as well as Subway as requested. The calculations indicate that there will not be a minor increase in traffic from the existing use. With regard to the storm water retention requirements, we have accounted for the 1/2"' water quality in an open pond. We would like to pay in lieu of additional storage as may be necessary. Due to the cross flow of run off between the shopping center and our site. We believe this request is reasonable and the scale of this proposed development is in keeping with the existing shopping center, yet be a step up in design and street appeal. We appreciate your consideration of our request and look forward to your positive response to our request. ORIGINAL RECEIVED bo o etas AUG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 630 Chestnut 5treet Clearwater, Florida 33756 727.796.8774 727.791.6942 fax Planning and Development Services 100 South Myrtle Avenue le- a te ClearvJater, Florida 33756 Telephone: 727-562-4567 r__ P -' Fax: 727-562-4576 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 1 COPY OF THE ORIGINAL APPLICATION including folded site plan CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: / SOUTH: / WEST: EAST: AUG 0 8 2006 COMPREHENSIVE LANDSCAPE PROGR-kM '?PFnTT 1I(Revised 9119/2001) R?T ??SJEPARTMENT CITY OF CLEARWATER D. APPLICANT; PROPERTY OWNER AND AGENT INF?ORRMATIO : (Code Section 4-1001) APPLICANT NAME: ??•GW?? j E??V `?' ?j - MAILING ADDRESS: A-j 0 PHONE NUMBER: FAX NUMBER: PROPERTY OWNER(S): AGENT NAME: (Contact Person) MAILING ADDRESS: The landscaping requirements of Article 3 Division 12 may be waived or modified as a part of a Level One or Level Two Approval, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans; sections/elevations, renderings and perspectives may be necessary as supplementary information in addition to the information provided on this worksheet: 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. PHONE NUMBER: [?? ??? • 7¢ FAX NUMBER: ?,? t rY ?? A ORIGINAL RECEIVED OR AUG 0 8 2006 PLANNING DEPARTMENT b. The design, character, location and/or materials of the landscape treatment proposed inCIPYQDI-nf }iTMWYER Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. 3. Page 2 a 3 Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the iighting is fumed off when the business is closed. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. I, ? . 0 4 5- Special Area or Scenic Corridor Plan. The landscape treatment propose in t.h ? d e ?omprehanslve Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for tharea in which the parcel proposed for development is located. ORIGINAL RECEIVED f,?t 08 2006 CIeV Cf C( WATE.n Please return checklist for review and verification. Date: C% l1 S: application forms/development review/comprehensive landscape program application.doc Dag 3 of 3 Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediUte v'oinity of the parcel proposed for development. • SAM wad City of Clearwater Planning Department 100 South Myrtle Ave. Clearwater, FL 33756 Re: 18419 U. S. Hwy 19 North To whom it may concern, The storm retention for this site is part of the overall storm water system for the shopping center. The overall system includes Sam Seltzers, Starbucks, New York- New York, the shopping center as well as the subject property. The run of from the Starbucks crosses the entry drive (south) and dumps into the existing north side of our parking lot, which is piped to the east via a12"RCP with 2 collection boxes, then connecting to a 30"RCP in the shopping center lot. This lane runs north and south to the drainage area to the north side of the parking lot. The parking area to the south of our property (Sam Seltzers) drains to the north to the collection box located along our southern property line. This collection box is connected to the same 30"RCP by a 12"RCP that heads northeast from the box. With the exiting flow of water from the adjacent property on to ours and all of the water collecting into the shopping centers system I believe we should be exempt from complete on site storage. If we isolate our water we will cause flooding to the other adjacent properties. We have increased the total pervious area of this site with the proposed redevelopment to reduce run off. We have also designed a retention area to collect the roof run off, I/2" water quality in an open pond prior to overflowing into the existing collection system. I believe that redevelopment of this site and the improvements we have made to the storm water flow should be acceptable to meet the City's requirements. This project has been looked at and a prior development order issued for another use. Robert E. Gregg ORIGINAL RECEIVED READ ca"(6 e?,s AUG 0 8 2006 PLANNING DEPAWIA':NT CITY OF CLEAR% TER 630 Chestnut Street Clearwater, Florida 33756 727.796.8774 727.791.6942 fox ? bGt NGI August 8, 2006 City of Clearwater Planning Department 100 South Myrtle Ave. Clearwater, FL 33756 Re: 18419 U. S. Highway 19 North We are requesting Flexible Standard Development approval for the construction of 5,850 square foot building for an office/bank (4,507 sq.ft.) as well as restaurant (Subway 1,343 sq.ft.) use in the Commercial Zoning District. We are requesting a reduction in the total number of parking spaces from 38 to 30, based on the / following. As per tables 2-703, 2-704 the allowable range for required parking, office/bank 34 1000 sq.ft. and restaurant use is 7-15 /1000 sq.ft.. Using the range of numbers in the above referenced table if the bank is 3/1000 sq.ft. there would be 15 spaces required. With the design of 30 spaces that would leave 15 spaces for Subway which is 11 spaces per 1000 sq.ft.. Based on our tenant leases the following business will be in this proposed development. Subway 1,250 sq.ft. prior traffic counts shown to the city indicates peak hours being at the normal meal times of the day, larger numbers at lunch time. The average for the 9 stores peak hours 10 am. -2pm. was 25 cars per hour with the average stay of 20 minutes ( there is @ 40% take out). Therefore with a turn over of 3 spaces per hour they would require 8-9 spaces at the peak hour. First State Bank 4,507 sq. ft. the bank gave us customer transactions for their existing branches, we modified the average number per day by 80% for multiple transactions per customer. We arrived at a daily average patron count of 280 people per day with @ 15% being ATM transactions and 40% being drive thru customers. The balance of inside customers per day is 126.. The peak time of daily inside business is. i lam. -- 2 pm. of a total average of 24 inside customers per hour with the average stay of 10 minutes there would be 6 turnovers per hour. That would mean 6-8 parking spaces to handle the inside customers for the peak hour of business. ORIGINAI- RECEIVED ?,IaG o s 2006 ? o PLANNWG DUARTMER CIT( OF CLEARWA 630 Chestnut Street Clearwater, Florida 33756 727.796.8774 727.791.6942 fax • Page 2 Aug, 8, 2006 18419 U. S. Hwy 19 N E Calculating the parking strictly from the range as listed in Table 2-703 we have a reasonable number of parking spaces per our design. Looking at the business use and the peak volumes again both uses have a high turn over rate therefore the number of spaces spears to be more than sufficient per the design. The other factor which is reality is we have cross easement with the shopping center that surrounds us on three sides, which is not heavily used in its present state. We believe this request is reasonable and the scale of this proposed development. We appreciate your consideration of our request and look forward to your positive response to our request. Sinc Robert E. ORIC'MAL R.Cvx0 t'o 0'8 TO ??NNING pEf?R Tj ? ERt CINof c? 0 0 NORTH BOUND LANES US, HIGHWAY 19 OR`GMNX' RECEw ??? p g 2Q46 P?p,NNIN C`W??1?? CIN OF GRASS FN/D N 3889 FN/D ILLEGIBLE T i ? I Is? a vi co N f m cq uj Vi 9 Z 0 U IC 1 FIR 12 II I I I II DIAGONAL PARKING 11 I ASPHALT I I GRASS S.01'23' 50"W. 199.94'(M) S.01'26'21 "W. 200.00'(L) ?` G5 FN/D ---- --- --- --- --- --- $3889 0 WR RI WR RI 1 31 1 3 __-_JL________JL________JL__ i ASPHALT n I n n n ?-? -?--------- ir--------- i BANK 4,507 SQ. FT. SUBWAY ,343 SQ. FT. V u ? 1) tV o O p n n ? 3 3 N cR cq Z Z PS FIR 1/2- 17 140 5' CSW N.01'26'21"E. 200.13'(M) \.AT.\\ N.01'26'21"E. 200.00'(L) MEET AND EXISTING NORTH BOUND LANES U, S, HIGH WA Y 19 ORIGINAL RECEIVED ?,JG 0 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • 10 ORIGINAL RECEIVED t,?!G 041906 - PLANNING DEPARTMENT CITY OF CLEARWATER BUILDING FINISHES I--] P. 1: GOLD BUFF BEAR PREMIUM PLUS # 310D-4P BUILDING BASE COLOR P.2: CORN SILK BEAR PREMIUM PLUS # 320A-3" PARAPET COLOR • MOONLIGHT WHITE P.3: -BEAR PREMIUM PLUS # 350E-1 TRIM COLOR P.4: WILDERNESS -BEAR PREMIUM PLUS # 390F-7 -EFIS FRAMING & CANOPY LIGHT COPPER P'5• ' -BEAR PREMIUM PLUS # 31OD-6" -EFIS TRIM • EVERGREEN M • 1 ' -ULTRA SEAM INCORPORATED -METAL ROOFING, FLASHING & CAPPING DRYSTACK LEDGESTONE - CARMEL S. 1 • ' CULTURED STONE STONE FEATURES '?'???? RECFIVFrj 0 8 2006 Sam I 1"' Itople Gme" 630 Chestnut Street Clearwater, Florida 33756 727.796.8774 727.791.6942 fax • • Prepared by: Challenger Enterprises, Inc. (Andrew M. Nicholson, PE-PI-S) Date 619.!2005 Project Name: Clearwater Retail Partner LLC Retention Pond - Former Shell station site, US 19 Provide storage and drawdown for 1//2" of disturbed area (Building footprint only) Pavement areas and other site portions are to remain and receive pavement overlay. I Building Footprint area 7217 SF 1/2" Storage volume 300.71 CF Pond volume provided 489 CF Pond shape = Prismatic with level top surface of 9.4 feet by 69 feet, level bottom surface of 5.4 feet by 61 feet, one foot depth and having one side vertical, ends and remainder side sloped at 4 on 1 Pond staging calculations Elevation (NGVD) Pond length (ft) Pond width (ft) Surface area (sf) Pond Volume (cf) 6.35 69 9.4 648.60 489.00 5.85 65 7.4 481.00 282.40 5.35 61 5.4 329.40 0.00 Calculation infiltration rate given Factor of Safety 0.7 Ft/Hr-SF (estimated) Calculate the time to restore the storage volume capacity by cummulative staging infiltration Elevation Total Stage Storage Elevation Storage Storage Increment Increment Area (Ft) (Ft3) (Ft2) (Ft3) (Ft) 6.35 489.00 648.60 206.60 5.85 282.40 481.00 282.40 5.35 0.00 329.40 Total drawdown time, Td = Average Instantaneous Average Drawdown Infiltration Discharge Discharge Time Area Q Q Increment (Ft2) (Ft3/Hour) (Ft3/Hour) (Hrs) 37.84 0.50 564.80 32.95 6.27 28.06 0.50 405.20 23.64 11.95 19.22 18.22 Hrs v? Andrew M. Nicholson, PE-PLS PE 21377 Challenger Enterprises, Inc. CE 5282 ORIGINAL RECEIVED X00 04 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 J July 28' 2006 City of Clearwater Mr. Scott Rice Municipal Services Building 100 South Myrtle Avenue Clearwater, Florida 33756 RE: Case No. FDL 2005-02017 - 18419 U.S Hwy 19N, Clearwater Florida Via: Hand Delivery Dear Mr. Rice: Enclosed you will find a comprehensive site study that we performed on 9 of our existing sites within Pinellas county. I wanted to provide your office with an overview of our findings as well as a brief description of the makeup of the our development company. Property Ownership: The property is owned by Clearwater Retail Partners, LLC.. This company is a Florida based corporation that consist of two primary officers. Our company currently has contracted to, or purchased two properties that are located within the Clearwater municipality. Gregory Politis - President - Mr. Politis has been developing property in Clearwater for over 18 years. He currently owns over 250,000 s.f. of rental property in the state of Florida. Some of his properties include the Walgreen's shopping center on Clearwater Beach. David McComas - Vice President - I was born in Dunedin, Florida and has been Subway® franchisee since 1989. Currently, I own 9 franchises and act as the Director of Development for Subway Development of Southwest Florida. Property Use: Our Company performed a feasibility study and potential use study for the property located at 18419 U.S Hwy 19N, Clearwater Florida. Our study showed that the property would best be suited for a "Dual Use" Tenancy. However, in order to maximize the profitability of each of the Tenants, we wanted to find a Tenant that would complement the Subway franchise. We spoke to several office/retail Tenants, and finally executed a Lease with "First State Bank". We find that their Tenancy complemented our Subway® franchise with not only a customer base but with a frequency of visits as well. Traffic Impact Study: We surveyed nine of our Subway Stores that consisted of a complete cross section of locations ranging from Freestanding locations to C-store locations. Enclosed you will find our companies findings. ORIGINAL RECEIVED P,.Ujr, 04 2006 PLANNING DEPARTMENT CITY OF CLEARWTER Tenant Name: Subway Sandwiches Ownership: Clearwater Retail Partners, LLC Number of Stores Surveyed: 9. We surveyed 3 freestanding locations, 2 Convenience store locations, and 4 strip center locations in order to get a true cross section for our survey. Average Store Size: 1400 Sq. Feet. Stores ranged from 300 Sf. in convenience stores to 1900 SF. in freestanding drive-thru locations. Average Number of Seats: 38 Average Parking Ratio within the Center: 4.6 Cars per 1,000 SF. of space. Average parking Per 1000 ranged from a low of 2.86 cars per 1000 for c-store locations to a high of 7.89 cars per 1000 in freestanding locations with a drive-thru. Market Average of Subway Stores for 2005: $7,022.00. This is the average unit volume for the Tampa Bay Area in 2001. Average Unit Volume Over Past 12 Months: $8,774.98. This was the average unit volume for the 9 stores that we surveyed. Average Daily Customer Count: 205. This was the average number of customers that visited a Subway® location on a daily basis. Average # of Customers Visiting Between loam. & 2pm.: 45% of Sales or 98 customers. This was the amount of customers that visit a Subway® location over the 4 hour lunch period. Average # of Customers Visiting Per Hour: 25 Average # of Customers Visiting Between 2pm. & 5pm.: 20% of Sales or 36 customers. This was the amount of customers that visit a Subway® location over the 3 hour mid-day period. Average # of Customers Visiting Per Hour: 9 Average # of Customers Visiting Between 5pm. & 12am.: 35% of Sales or 71 customers. This was the amount of customers that visit a Subway® location over the 7 hour evening and late-night period. Average # of Customers Visiting Per Hour: 10 Percentage of Customer Who Ride Together: 20%. After surveying customers over a one week period, we found that 20% of customers came with another person and ordered on a separate ticket. This will reduce the average automobile parking requirements per hour by 20% as reflected below. Adjusted Average # of Customers Visiting Per Hour: 20 Adjusted Average # of Customers Visiting Per Hour: 7 ORIGINAL RECEIVED Adjusted Average # of Customers Visiting Per Hour: 8 UG 04 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 Average Customer Visit Time (Dine In): 20 Minutes Average Customer Visit Time (Take Out): 7Minutes Additional Tenants: Tenant Name: First State Bank Tenant Hours of Operation: Monday Thru. Thursday gam to Spm Friday gam to 6pm Saturday & Sunday "Closed" Average Customer Visit Time: 8 Minutes Average # of Customers Visiting Per Day (Including Drive-thru): Time Opened VPD VPH (Peak) Weekdays: 9am - 5pm: 280 48 Saturday: Closed Sunday: Closed Survey Overview: After reviewing the current customer impact study, we find that our typical Subway® stores can effectively operate with the bank as an additional tenant and still meet the "Total Trip Generations" ratios that are required by your municipality. Your maximum threshold of 1000 VPD's and 100 VPH numbers will not be exceed with our proposed tenant mix. Sincerely, Robert E. Gregg Architect dm/bjs cc: The File ORIGINAL RECEIVED pjr, 04 2006 PLANNING DEPARTMFN + CITY OF CLEARWME,t t?. This instrument prepared by: Dan A. White Shannon, Gracey, Ratliff & Miller, LLP 1000 Ballpark Way, Suite 300 Arlington, Texas 76011 When recorded, return this Deed and tax statements to: Clearwater Retail Partner, LLC Attn: David McComas 420 Park Place, Suite 100 Clearwater, FL 33759 SPECIAL WARRANTY DEED THIS IS A DEED dated August 31, 2004, effective 0 , 2004, by MOTIVA ENTERPRISES LLC, a Delaware limited liability company, with offices at 12700 Northborough, Ste. 100, Houston, Texas 77067, (herein called "Grantor") to CLEARWATER RETAIL PARTNER, LLC, a Florida limited liability company, with an address of 420 Park Place, Suite 100, Clearwater, Florida 33759 (herein called "Grantee"). GRANTOR, for good and valuable consideration received, hereby grants and conveys to Grantee the following described real property known as 18419 US Highway 19 N., in the City of Clearwater, County of Pinellas, State of Florida (the "Premises"); See attached Exhibit A for description LESS AND EXCEPT: All right, title and interest in and to any oil, gas and other minerals (including without limitation, helium, lignite, sulfur, phosphate and other solid, liquid and gaseous substances), regardless of the nature thereof and whether similar or dissimilar, and the right to explore for, develop and produce same, as well as the right to lease the Premises herein conveyed for such purposes, and all mineral and royalty rights whatsoever in, on or under and pertaining to the Premises but without the right to use, or right of any ingress to or egress from the surface of the Premises herein ,conveyed for exploration or producing purposes, all of said interests having been saved, retained, reserved and excepted in a previous conveyance of the Premises; TO HAVE AND TO HOLD the same unto Grantee and Grantee's heirs, administrators, executors, successors and assigns forever; but SUBJECT to the following: a) Encroachments, protrusions, easements, changes in street lines, rights-of- way and other matters that would be revealed by a current on the ground survey and inspection of the Premises. ORIGINAL RECEIVED AUG 04 2006 PLANNING DEPARTMENT CITY OF CLEARWATER b) Recorded leases, . agreements, easements, rights-of=way, covenants, conditions and restrictions as the same may be of present force and effect. Zoning regulations, ordinances, building restrictions, regulations and any violations thereof. c) The lien for real property taxes for the current year, and any liens for special assessments which, as of the date hereof, are not due and payable. SUBJECT to the foregoing, Grantor covenants with Grantee that Grantor shall warrant and defend title to the Premises against the lawful claims of all persons claiming by, through, or under Grantor, but not otherwise. MOTIVA ENTERPRISES LLC C*WINL M i L-yv? r?? , Q?o?? State of Texas County of Harris Vill By: \ Y Name: Charles T. Badrick Title: Attomey-in-Fact Date: i IQ , 2004 Tax I.D. #: 76-0262490 The within and foregoing instrument was acknowledged before me this 1®' da y of ?, 2004, by Charles T. Badrick, who is the Attorney-in-Fact of MOTIVA ENTERPRISES LLC, a Delaware limited liability company, on behalf of the company. Witness my hand and official seal. '`V- ' DAWN HOPKINS NOtary Public, State of Texas • y MY Commission Erp(res ffit", D60embet 22, 2007 NOTARY PUB ORIGINAL RECEIVED ?,IIG 04 2006 PLANNING DEPARTMI-NT CITY OF CLEARM"UER EXHIBIT A DESCRIPTION OF PREMISES Ail that certain treat or Mod of Ind sutra Im the city of Clew g r, cotmty o€PlNBi.t, Ag statt Of FLORIDA, with t phytdCal .ddrm of 19419 USH'wy 19 N, and m xe Pacuwiy dbacxibcd as follows: ? Pm Ofg0v=== tot 4 located ua s =tion M rowrasWp 24 sates, Rg. Frogs a point on the F,aat iortda, being Mm F ly descril M as folIM: Blst-of way Hm ofU.S.1FEighem3r 19, ssfd pokt.bcing facstcd South 89° 19148- East zIMS t1. Soutb Ifr of said Scctfatt 20, it toe Southvmd carver of said ScUton 20, t ease nm Nwh 41 ° 26' 2East. 350 fact $tong the Fastright-of-way I ofU.S. Hf Foist of g (p p,g. #2); thmft c Onhm N09h 01° 19 21" F-W al 19 for a Fast right-o?wsy Una ZQ0.0 fat; #h=a South 99° 19' 49" F w 175 f tb=m South. 0 i.° 26' 21" Wcu2Qt?.0 feet; thence North 89° 91' 48" West 175 feet to the Point of Ha&njrr togetber with all rights, privifegrs aw gvUrtcnanxs O=eta. ORIGINAL RECEIVED AUG 04 2006 PLANNING DEPARTMEN17 CITY OF CLEARWATER 8/4/2006 Receipt #: 1200600000000007986 4:25:33PM Date: 08/04/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-08050 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 ?J Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check ROBERT E GREGG ARCH R_D 2372 In Person 475.00 $475.00 Payment Total: THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page I of 1 0 0 FLS2006-08050 18419 US HIGHWAY 19 N Date Received: 08/04/2006 18419 COMMONS ZONING DISTRICT: C LAND USE: CG ATLAS PAGE : 318A PLANNER OF RECORD: WW CLW CoverSheet c^ ? NOTE;; Locos AND CO[gRS ARE mw Ft)R PRCIDL=m. F1NAL'ARTV OW FOR, FACES TUBE ?iit]V{DE?AFTER ELECTRONIC FILES?HAVE,.'BEEN PROV11DED BY C(Zll0 DER. 4*-6' i i '13' w Z-r T?. 12 MON SIGN SCALE: I =V' W FABRICATED ALUMNA CABINET Wl SIMULATED STUCCO FLASH. ILLUMINATION 10 BE HIChI.OUTPT FLUORESCENT LAMPS @ IT O.C. CARNET TO BE U.L. LISTED & LABELED. FACTS TO BE .187' ACRYSIEEL W1 EMBOSSED COPY! COLORS TO BE APPLIED TO NTERIOR SURFAM POLE COVER AND SHROUDS TO BE FABRICATED ALUMINUM W FINISH TO MATCH CARNET. SUPPORT TO BE. 6' SQUAfIE. TUBING (MALL THICKNESS TO BE DETERMINED) EMBEDDED IN CONCRETE FOOTING (DEPTH TO BE DETEIM*D) i _Fomt AiLf L. USTOMER.RESPONSIBLEFOR •' ' PROVIDING ADEQUATE ELECTRICAL +f`?[ (?`' K '?5?3R SERVICE TO THIS POINT, EJLC- 2004 W12l'16U*pkment G •- ?, •. A9CE Tom. ?lp E OF ?u' .f•6L?.... i_c `y 3 .813-9 9'-(1' t 8 5i+t?i Tt?belk9QD ApeAW Sol 2pd. rDES EPA:ED FOR: WHOLE DEVELOPMENT .S. HWY_ 19 NORTH CLEARWATER FL CR IPTION: PYLON SIGN DATE: 7!09X)7 DRAWN BY: RGS FILE # vwimEoEw REVISED: DRAWING # SCALE: AS NOTED APPROVED BY: 3036 :?(Ct?- ?t?.va'2s Sv5 -22 t ? STATE CERTIFIED ELECTRICAL SIGN CONTRACTOR ES#0000120 180 Commerce Drive North Largo, FL 33770 727.585.2211 H S[LC©X EMOMEEWNG. WC. 4719 Co sa@eUr. -- lutr. P"Wk3 33556?9M 813-920-9292 WWM JOB _e Dw CALCULATED BYE 11 oATE CHECKED BY DATE SCALE M D I+t ULV? i? +TA:. ??G" t" :.. _.. _ r - -- BCP2006-12482, 18419 US 19 N Page 1 of 1 Wells, Wayne From: Keller, James Sent: Friday, January 19, 2007 5:42 PM To: Wells, Wayne Subject: RE: BCP2006-12482, 18419 US 19 N Mr.Wayne Wells, Sir, I met with Mr. Robert Gregg and Mr. Kevin Slattery pertaining to the use of the Fire Hydrant to the rear of this property on 1/18/2007 at 9 a.m.Mr. Slattery of the water department has assured me that he will turn the Fire Hydrant to have the steamer face the front property as that was what I needed to make this Fire Hydrant usable for Mr. Gregg'sproject. I had to hold off on this because Cay Club asked me who would give them use of a Fire Hydrant when they bring their project forward ? The water belongs to the City of Clearwater and as they develop hydrants will be moved as need be. Please inform Mr. Gregg that I wanted to know that this site could use this Fire Hydrant and have signed off on the condition of this issue and other comments may yet have to be addressed for the building. Respectfully, James Keller Fire Inspector II Fire Prevention and Inspection Division Clearwater Fire & Rescue From: Wells, Wayne Sent: Fri 1/19/2007 4:24 PM To: Rickard, Leonard; Keller, James Cc: Robert Gregg (E-mail); Thompson, Neil Subject: BCP2006-12482, 18419 US 19 N Lenny/Jim - Bob Gregg called me and asked if I could write you something regarding the above site with regard to the building permit requested and fire hydrants. Based on applications for this site and the Starbucks site directly north, all of the businesses to the west of the shopping center (which has been torn down) had interconnected utilities, stormwater and access. The fire hydrants for these businesses were back in front of the shopping center building. Cay Club has bought the shopping center and torn it down. They have filed Case No. FLD2005-12115 for 18425 US 19 N to totally redo the shopping center and more property to the south. This case has been incomplete to-date. I have at least on two occasions spoke to Cay Club representatives that with whatever plans they bring through the process, adequate water supply for fire protection purposes MUST be provided to these businesses fronting on US 19 (Sam Seltzer site, Bob Gregg's site for the bank and Subway, the Starbucks site and New York New York site). If it means they have to run a six-inch (or larger) water line for fire protection purposes, with fire hydrants in appropriate locations to serve these existing businesses, then that's what they have to do. I know Bob Gregg is trying to obtain the above referenced building permit. I don't know if this information does anything for you relative to allowing this building permit to be issued. Wayne 1/19/2007 V , 0 0 Page 1 of 2 Wells, Wayne From: archreg@aol.com Sent: Friday, January 19, 2007 4:44 PM To: Wells, Wayne Subject: Re: BCP2006-12482, 18419 US 19 N Wayne, Thank you there seems to be this huge gap from you folks to the Fire Inspectors. Too bad that they can't communicate directly with you folks. They also can't seem to be able to tell if a site plan has been approved when they are reviewing the building plans. I think your review system segregates the building and the structure, meaning the building plans are limited to the enclosure and the interior, provided that the exterior access has not been modified from the approved site plan. Building comments are for buildings and site comments are for site related issues, fire comments should be related to each independently. Kevin Slattery was most helpful. He informed James Keller that the City owned the fire hydrant system and the head would be rotated today. I have not checked it yet to verify it was done, but I trust his word. Thanks for your note to the above, this should resolve the issue for at least a while....!!!! Bob -----Original Message----- From: Wayne.Wells@myClearwater.com To: Leonard.Rickard@,myClearwater.com; James.Keller@myClearwater.com Cc: archreg@aol.com; neil.thompson@MyClearwater.com Sent: Fri, 19 Jan 2007 4:24 PM Subject: BCP2006-12482, 18419 US 19 N Lenny/Jim - Bob Gregg called me and asked if I could write you something regarding the above site with regard to the building permit requested and fire hydrants. Based on applications for this site and the Starbucks site directly north, all of the businesses to the west of the shopping center (which has been torn down) had interconnected utilities, stormwater and access. The fire hydrants for these businesses were back in front of the shopping center building. Cay Club has bought the shopping center and torn it down. They have filed Case No. FLD2005-12115 for 18425 US 19 N to totally redo the shopping center and more property to the south. This case has been incomplete to-date. I have at least on two occasions spoke to Cay Club representatives that with whatever plans they bring through the process, adequate water supply for fire protection purposes MUST be provided to these businesses fronting on US 19 (Sam Seltzer site, Bob Gregg's site for the bank and Subway, the Starbucks site and New York New York site). If it means they have to run a six-inch (or larger) water line for fire protection purposes, with fire hydrants in appropriate locations to serve these existing businesses, then that's what they have to do. I know Bob Gregg is trying to don't know if this information building permit to be issued. Wayne obtain the above referenced building permit. I does anything for you relative to allowing this 1/19/2007 Page 2 of 2 Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 1/19/2007 Wells, Wayne From: Wells, Wayne Sent: Friday, January 19, 2007 4:24 PM To: Rickard, Leonard; Keller, James Cc: Robert Gregg (E-mail); Thompson, Neil Subject: BCP2006-12482, 18419 US 19 N Lenny/Jim - Bob Gregg called me and asked if I could write you something regarding the above site with regard to the building permit requested and fire hydrants. Based on applications for this site and the Starbucks site directly north, all of the businesses to the west of the shopping center (which has been torn down) had interconnected utilities, stormwater and access. The fire hydrants for these businesses were back in front of the shopping center building. Cay Club has bought the shopping center and torn it down. They have filed Case No. FLD2005-12115 for 18425 US 19 N to totally redo the shopping center and more property to the south. This case has been incomplete to-date. I have at least on two occasions spoke to Cay Club representatives that with whatever plans they bring through the process, adequate water supply for fire protection purposes MUST be provided to these businesses fronting on US 19 (Sam Seltzer site, Bob Gregg's site for the bank and Subway, the Starbucks site and New York New York site). If it means they have to run a six-inch (or larger) water line for fire protection purposes, with fire hydrants in appropriate locations to serve these existing businesses, then that's what they have to do. I know Bob Gregg is trying to obtain the above referenced building permit. I don't know if this information does anything for you relative to allowing this building permit to be issued. Wayne '(b4w UC71 9L14V W (BLS G?-Oe 0 j 5 U DRAINAGE CALCULATIONS Project Name : Clearwater Retail Partner LLC 18419 U. S. Hwy 19 N. Clearwater, Florida Site Area: 34,997 s.f. 0.803 acres Existing Impervious to be removed: 31,329 S.F. New Impervious: 28,133 S.F. PRE-CONSTRUCTION: Impervious Remaining 0 x 0.95 = 0 Impervious removed 31,329 x 0.475 = 14881 Pervious 3,668 x 0.2 = 733.6 34,997 15615 C1 = 0.446 POS T CONSTRU CTION: Pond 511 x 1 = 511 Impervious 28,133 x 0.95 = 26726 Pervious 6,353 x 0.2 = 1271 34,997 28508 C2 = 0.815 25 Year Stor m volume Required, 1-H OUR DURATION Vr = ( 0.815 - 0.446 ) x 3.7 x 0.803 x 3600 = 3,942.51 VP = 501 (Volume pr ovided @ 1.0' depth) Water Quality i Required: 1,458 c.f. Water Quality Provided: 677 c.f. Within total vol ume AJ I erald P. Goulish, P.E. Date: Aug. 30, 2006 Rev.: Sept. 21, 2006 ? /I- October 17, 2005 Mr. Robert Gregg R.E. Gregg Architecture 630 Chestnut Street Clearwater, FL 33756 CITY OF ST. PETERSBURG POST OFFICE BOX 2842, ST. PETERSBURG, FLORIDA 33731.2842 WEB SITE: WWW.Stpete.0rg CHANNEL 35 WSPF•7V TELEPHONE: 727 893-7171 Re: Proposed Retail/Restaurant Center 18419 US 19 North, Clearwater, Florida Site Plan Review for Encroachments in City of St. Petersburg Water Transmission Main (WTM) Easement. Dear Mr. Gregg: Thank you for your September 2, 2005, submittal of the site drawing sheets 1 - 5 for the above mentioned project. The City of St. Petersburg Engineering Department has no objection to the proposed project and its encroachments into the City of St. Petersburg 50-foot wide WTM easement with the following conditions: 1. Relocate the three (3) proposed trees out of the islands in the parking lot across the west side of the site. No trees with a height of more than 6-foot are allowed within 10- foot of the centerline of the City of St. Petersburg 36" water main. The water main is only 30" deep in this area so no significant root systems will be permitted close to the water main. 2. When the existing light pole at the north driveway entrance is removed, the City of St. Petersburg inspector shall be notified to be on site. Extreme care shall be taken to not disturb the City of St. Petersburg 36" WTM. 3. The parking lot, curb, and trench, drain construction within the easement are acceptable; please note that no vibratory equipment may be used within the easement during any phase of the construction activities. 4. If any crossings of the water main are required for conduits or pipes for any purpose, they must be placed inside steel casings and maintain a minimum 18" clearance over the WTM. They must be permitted by the City of St. Petersburg Engineering Department and inspected when installed by the City of St. Petersburg. 5. A permit must be obtained from the City of St. Petersburg Engineering Department by the contractor before work begins within the City of St. Petersbul -1 Za easement. The fee is $180. Liability insurance and a performanc zf? $5,000 made to the City of St. Petersburg are required to obtain t it, along with the NOV 1) 2006 DEVELOPMENT SERV CES DEPT CITY OF CtEARVOTER 41 11 Page 2 of 2 Mr. Robert Gregg Proposed Retail/Restaurant Center October 17, 2005 name of the Contractor, address, phone numbers, and contact person(s). Three sets of plans and a draft of the permit are on file with the City of St. Petersburg Engineering Department. The permit may be obtained within three (3) business days of submitting the required information. For any questions concerning this letter, contact Nancy Davis (727) 883-7863. Sincerely, Michael Ryle, P.E. Engineering Construction Manager PC: Reading File Correspondence File: MLR, NED WTM File CITY OF C LEARWATE R PLANNING DEPARTMENT ???'.??????'? Posr OFPICI: Box 4748, CL.FaRWATFR, FLORIDA 33758-4748 MUNICIPAL, SFRVIQ:s BUILDING, LOO SOUTH MYRTLE AVENUE, CLEARWATFR, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGF. PIANNING DFVELOPMFNT RT.-VIEW November 6, 2006 Mr. Robert E. Gregg 630 Chestnut Street Clearwater, FL 33756 RE: Development Order for Case No. FLS2006-08050 18419 US Highway 19 North Dear Mr. Gregg: 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 to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District with a reduction to the front (west) setback from 25 feet to 15 feet (to pavement), a reduction to the side (north) setback from 10 feet to 8.5 feet (to pavement), reductions to the side (south) setback from 10 feet to 5.8 feet (to pavement) and from 10 feet to five feet (to dumpster enclosure) and an increase to building height from 25 feet to 29 feet, under the provisions of Sections 2-703.I and P. The DRC recommended approval of the application with the following bases and conditions: Findings of Fact: 1. That the 0.803 acres is located on the east side of US Highway 19 N approximately 400 feet north of Belleair Road; 2. That the current use of the property is a defunct automobile service station that has been vacant for many years; 3. That on July 19, 2005, the Community Development Board (CDB) approved Case No. FLD2005-02017 for the redevelopment of this parcel with a one-story, 7,217 square-foot commercial building for retail sales establishments. Since no building permit to construct the improvements for this parcel was submitted within the Code provided one-year time frame, the approval of FLD2005-02017 expired; 4. That the proposed use of this parcel under this Flexible Standard Development application is to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District; 5. That the parcel surrounding this parcel was previously developed as a shopping center (now vacant); 6. That there is cross access with drive aisles on north and east sides with the former shopping center parcel; 7. That a setback reduction to pavement for the cross access along the rear (east) area of the property was granted under Case No. FLD2005-02017 and the Code supports cross access in Section 3-103; 8. That the existing northern driveway will be removed with this proposal and the existing southern driveway will be retained for legal access to US Highway 19 North, as approved as a deviation approved by the CDB on FLD2005-02017; 9. That setback reductions are requested as, part of this proposal along the front (west) to 15 feet (to pavement), side (north) 8.5 feet (to pavement), to the side (south) to 5.8 feet (to pavement) and to five feet (to dumpster enclosure), which are consistent with surrounding development setback approvals; PRANK I I11MARD. MA) ON J?a(N I?cn AN, Cc uNcn.rn.>ntel; IIM-1 I(ANIIIAON, (;D( NCII,MDMh7; Jc N. cIN, CDrNC:iL ut:wtr:it ® C:u;LLNA. Yrn;RSr:N, Ct)(ncn.>nanti:R BILL "I"'QWAL I:MPLOYNIENT AND Arru:n(A M: AC'i'ioN F.At1'1.0) IT " • November 6, 2006 Gregg - Page 2 • 10. That the proposal complies with landscape buffer requirements; 11. That a City of St. Petersburg easement exists along the front of the property that may restrict the reconstruction/construction of the parking lot, landscaping and signage within the easement and approval by the City of St. Petersburg is necessary prior to the issuance of any permits; 12. That the existing freestanding sign in the southwest corner of the property is required to be brought into full compliance with Code requirements for height, sign area, setbacks, etc.; 13. That the increase in building height adds to the presence of the building along US Highway 19 North and is only for the entrance towers for each unit; and 14. That the proposal is consistent and compatible with surrounding commercial development. Conclusions of Law: 1. The proposal complies with Office criteria under the provisions of Section 2-703.I; 2. The proposal complies with Restaurant criteria under the provisions of Section 2-703.P; 3. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 4. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the DRC; 2. That, prior to the issuance of any permits, a letter of approval from the City of St. Petersburg be submitted providing for the reconstruction of the parking lot, landscaping and freestanding sign within their easement; 3. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 4. That, prior to the issuance of the first Certificate of Occupancy, the existing freestanding sign at the southwest corner of the site be brought into full compliance with Code provisions, including height, sign area, setbacks, etc. (may not be able to be refaced). The maximum height of the freestanding sign shall be six feet, unless part of an approved Comprehensive Sign Program; 5. That, prior to the issuance of the first Certificate of Occupancy, all electrical and utility equipment on the rear of the building be painted cornsilk to match the building; 6. That, prior to the issuance of any permit, the applicant make payment in lieu for retention pond storage deficiency; 7. That, prior to the issuance of the first Certificate of Occupancy, the applicant comply with the current Transportation Impact Fee Ordinance and fee schedule; 8. That the owner incur the cost of Solid Waste removal (owner will bill tenants); 9. That, in the event recycling of cardboard or paper is mandated by either tenant, two four-yard dumpsters be provided within the enclosure (one for solid waste and the other for recycling). I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above three conditions. The approval is based on and must adhere to the site plan and application dated received November 1, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (November 6, 2007). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. November 6, 2006 Gregg - Page 3 The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on November 13, 2006. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727-562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, <ICP Planning Director S: (Planning DepartmentlCD BTlex Standard (FLS)Ilnactive or Finished Casesl USHwy 19N 18419 -18419 Commons (C) -ApprovedIUS Hwy 19 18419 FLS2006-08050 Development Order.doc P_J Wells, Wayne From: Wells, Wayne Sent: Monday, November 06, 2006 4:38 PM To: Robert Gregg (E-mail) Subject: FLS2006-08050, 18419 US Hwy 19 N Bob - Attached is the Development Order for the above referenced project. I am mailing the original. Wayne US Hwy 19 18419 FLS2006-08050.. 4 w • • October 31, 2006 ORIGINAL RECEIVED City of Clearwater NOV 012006 Development Review Services Dept. PLANNING DEPARTMENT Re: FLS2006-089K0 CRY OFCLEARWATER 18419 US Hwy 19 N The letter is in response to the comments regarding the above referenced project dated Oct. 30, 2006. Landscape i. We will maintain curb around all landscaped areas- 2. The numbers of plants are coordinated between the drawing and the schedule. 3. The plans have been revised. 4. The note number 2 will be revised to read 36" vs. 72". 5- The landscape irrigation notes are revised to read "100% coverage". Zoning 1 The interior landscape area is indicated as 10.8%. 2. The dumpster enclosure will be painted to match the primary building color. 3. The building finishes have been revised to coordinate the elevations and the colored rendering that was submitted. 4. The location of the HC parking spaces was discussed with Scott and address accordingly. 5. Flexible Criteria: Offices Lot size: the exiting lot is 34,997 sq.ft. which exceeds the minimum "C" district standard size required of 10,000 sq.ft.. Height: the maximum height is 25' with flex standard of 25-50', we are asking for maximum height of 28'+/-. The increased height would add to the. street presence along US Hwy 19, which is in keeping with the adjacent businesses. There is no residential adjacent to this property. Set Backs- this property fronts on US Hwy 19 N with 2 existing driveways, we have designed the site plan to eliminate the drive to the north and main the southerly drive but reduced in width. This will be the only owned access for ingress and egress, as well as fire access. The other access is through the adjacent.property under separate ownership. This was approved as part of our prior D.O. use. The reduction of the landscape areas set backs both front, rear, and sides are necessary to redevelop this property for a viable use in lieu of the existing gas station car wash use. The parking has been maximized to be efficient and easily accessible. We will actually be increasing the total green area over what exists- Which will add to the streetscape along US 19. The reduction does not hinder the access to the building of any of the life safety equipment that may be needed in an emergency. ?\ \\ ,A_. 630 Chestnut Street Clearwater, Florida 33756 727.796.8774 727.791.6942 fax PLS2006-08060 18419 US Hwy19N Page 2 Off-street parking: the uses of this property have changed from a gas station-car wash to a bank/office use has not resulted in an increase in parking required beyond the design capacity. Restaurant use: Lot size: the exiting lot is 34,997 sq.ft. which exceeds the minimum "C" district standard size required of 10,000 sq.ft.. We are adjacent to the shopping center on three sides but not contiguous. Location: the property fronts on US Hwy 19 N, there are two existing drive ways we are removing the northern drive and re working the southerly to be narrow with a right in and out only. This is the only legal access to this parcel which will be maintained for ingress and egress as well as emergency vehicles. This situation was approved by the CDB under the prior DO for this property. Height: the maximum height is 25' with flex standard of 25-50', we are asking for maximum height of 28'+/-. The increased height would add to the street presence along US Hwy 19, which is in keeping with the adjacent businesses. There is no residential adjacent to this property. Signage: the sign on the building will be in accordance to the applicable ordinances or we will apply for comprehensive sign program approval. The street sign will be addressed in the same manner. Set Backs: this property fronts on US Hwy 19 N with 2 existing driveways, we have designed the site plan to eliminate the drive to the north and main the southerly drive but reduced in width. This will be the only owned access for ingress and egress, as well as fire access. The other access is through the adjacent property under separate ownership. This was approved as part of our prior D.O. use. The reduction of the landscape areas set backs both front, rear, and sides are necessary to redevelop this property for a viable use in lieu of the existing gas station car wash use. The parking has been maximized to be efficient and easily accessible- We will actually be increasing the total green area Ov wW e?-sm IWhich_ will add to the streetscape along US 19. The reduction does not hinder the "c 00 to th°v buiidl115 of ally of the Inn $ae y rGljt ipMent t lat rI ay-Le • FLS2006-08060 18419 US HWY 19 N Page 3 r? Off-street parking: the uses of this property have changed from a gas station-car wash to a restaurant use has not resulted in an increase in parking required beyond the design capacity. If there are any items that have not been accounted for please contact me immediately so we do not hold this project from moving on to the construction stage. Thank you for your help and cooperation. cerely Robert E. Gregg c Clearwater U Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Robert Gregg DATE: October 30, 2006 FAX: (727) 791-6942 FROM: Wayne M. Wells TELEPHONE: (727) 796-8774 TELEPHONE: (727) 562-4504 SUBJECT: FLS2006-08050, 18419 US Hwy 19 N MESSAGE: Attached is the email I sent to you that you couldn't receive. Call me if you have questions regarding the information. NUMBER OF SHEETS (INCLUDING THIS PAGE): 3 4 *4 • Oct. 30 2006 02:39PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97916942 Oct.30 02:37PM 01'20 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). Wells, Wayne From: Wells, Wayne Sent: Monday, October 30, 2006 11:56 AM To: Robert Gregg (E-mail) Cc: Rice, Scott Subject: FLS2006-08060, 18419 US Hwy 19 N Robert - All departments/reviewers have completed their review of the resubmitted plans. Following are comments that need to be addressed prior to issuance of the Development Order (submit two copies of revised plans and/or written material as soon as possible): LANDSCAPE 1. Wheel stops are required for all parking spaces that abut landscape areas. Based on the Grading Plan, curbing may be deleted from the front of the parking spaces facing US 19, as the drainage flow is from the front of the space toward the drive aisle to the east. 2. Landscape Plan - Proposed Planting List indicates 56 Indian Hawthorn (RI) to be planted. The numbers on the plan only add up to 55. Adjacent to the west side of the building north of the entrance to the bank there are specified six RI, but seven are shown. If there are really seven, change the number to seven for this area and then the total number of RI is 56, as indicated in the Proposed Planting List. 3. Requirement for trees in the perimeter buffers and within interior landscape areas is for shade trees. Two accent trees (such as Dahoon Holly) = one shade tree. Three palms (clustered together) = one shade tree. Revise to meet requirements in landscape islands and along south side. 4. Landscape Plan - Unclear as to meaning of Shrubs and Hedges Note #2 relating to maintaining at a height of 72 inches. This is not Code and would tend to hide the development (rather than simply beautifying it). Normal maintenance height is 36 inches when abutting nonresidential uses. Revise. 5. Landscape Plan - Irrigation Requirements Notes - Revise to include 100% coverage for irrigation. ZONING 1. Revise the percentage of interior landscape area proposed from 11.3% to 10.8%. 2. Add note to the dumpster enclosure detail on the Project Details sheet that the exterior material must have a stucco finish painted gold buff. 3. Revise the Elevation Sheet for the following: a. Change the Building Finishes table for P.1 from "Gold Bluff"to "Gold Buff'. b. Indicate on either (or both) the North or East Elevation that the roof for the drive thru canopy will be M.1. c. Change the EIFS color on the South Elevation from S.5 to P.S. d. Based on the colored front elevation provided of the front elevation, the lowest color band of the building adjacent to the grade appears to be P.5, yet the elevations on the Elevation Sheet indicate P.1. Which is it to be? Additionally, on the colored front elevation the indented portion of the bank directly north of Subway is also shown as P.5, yet the Elevation Sheet does not indicate such (P.5 or P.1). e. Change the color of the upper portion of the tower on the North Elevation from PA to P.2. 4. Based on a discussion with Scott Rice, relocate the handicap parking spaces (and associated sidewalk ramping) westward in the parking row to be adjacent to the terminal island (as shown on plans submitted August 8, 2006). 5.10/29/06 - WW Provide responses as to HOW the proposal meets the Flexibility Criteria for both Offices and Restaurants. Do not repeat the criteria as the response, but give a detailed answer. There are some criteria where there is no reduction requested (which is an appropriate response). 8/22/06 - WW Provide responses to the following Flexibility Criteria: 1. Offices. 1. Height: a. The increased height results in an improved site plan, landscaping area in excess of the minimum required or improved design and appearance. b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 2. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance. c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 3. Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building are for storage or other non-parking demand generation purposes. P. Restaurants. 1. Lot area and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998 or the reduction in lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development; 2. Location: The use of the parcel proposed for development fronts on but will not involve direct access to a major arterial street; (Robert - With this criteria, we are accepting of the direct access to US Hwy 19, based upon the prior approval granted by the CDB under the previous FLD case). 3. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 4. Signs: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program; 5. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 6. Off-street parking: a. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; b. Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. Wayne Wells, Wayne From: Wells, Wayne Sent: Thursday, October 19, 2006 4:30 PM To: Robert Gregg (E-mail) Cc: Rice, Scott Subject: FW: FLS2006-08050, 18419 US 19 Robert - While not all reviews are complete yet, I wanted to forward this to you for your resolution. If changes are necessary on the site plan through dimensioning or changes to the design, you may just want to get with Traffic Engineering to make sure the changes are acceptable. I would need at least one amended set of plans once all review comments, if any, are completed and all changes can be incorporated at one time. Wayne -----Original Message----- From: Rice, Scott Sent: Thursday, October 19, 2006 2:06 PM To: Wells, Wayne Cc: Patni, Himanshu Subject: RE: FLS2006-08050, 18419 US 19 Wayne, Two Traffic Engineering comments require additional information 1. Recommend that the feeder lane to the drive through lane be 10-feet wide. 10/19/06 - IT IS UNCLEAR FROM THE SITE PLAN IF A 10-FOOT WIDE LANE IS PROVIDED WITHOUT VERTICAL OBSTRUCTION FROM THE CURBS. 2. Demonstrate using a turning template that a 17.5' foot scaled passenger vehicle can enter the drive through feeder lane from either direction. 10/11/06 - NOT MET. A Scott Rice, PE Assistant Engineering Director 727-562-4781 -----Original Message----- From: Wells, Wayne Sent: Tuesday, October 10, 2006 12:01 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-08050, 18419 US 19 DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. I would appreciate it if you could review the resubmittal by the end of day on Tuesday, October 17th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne 0 0 Wells, Wayne From: Wells, Wayne Sent: Monday, August 28, 2006 7:22 PM To: Robert Gregg (E-mail) Subject: FLS2006-08050, 18419 US 19 Robert - Attached is the Draft DRC comments for the above referenced project, which will be heard by the DRC at 1:30 pm on Thursday, August 31, 2006, in our offices. I am also attaching the Shared Parking Formula for this project. Wayne X draft 8.31.06 dre US Hwy 19 18419 action agend... Shared Parking... Clearwater U August 08, 2006 Robert E Gregg 630 Chestnut Street Clearwater, F133756 0 CITY OF CLEVIRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM RE: FLS2006-08050 -- 18419 US HIGHWAY 19 N -- Letter of Completeness Dear Robert E Gregg : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-08050. 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 may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, r-4- in. 1,?O" Wavn Wells, AICP Planner III Letter of Completeness - FLS2006-08050 - 18419 US HIGHWAY 19N 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 08, 2006 6:43 PM To: Robert Gregg (E-mail) Subject: FLS2006-08050, 18419 US 19 Robert - Attached is a Letter of Completeness for the above project. The original letter is being mailed. Wayne ?. t letter of repleteness 8.8.06.. a 0 . Page 1 of 3 Wells, Wayne From: Bertels, Paul Sent: Tuesday, August 08, 2006 9:06 AM To: Patni, Himanshu; 'archreg@aol.com' Cc: Rice, Scott; Elbo, Bennett; Wells, Wayne Subject: RE: FLD2005-02017 - 18419 US 19 N Importance: High Lets put this to bed. Our code requires a traffic impact study if certain parameters are met or if I deem it necessary due to specific conditions. I am of the opinion that both cases apply in regard to this matter. The parameters are met and I am requiring it due to the impact on U.S. 19 and the fact that DCA is watching this corridor very closely. It really does not matter what FDOT thinks in that regard because DCA has the final authority. Please make arrangements for a scoping meeting with my staff to get this done in the most expeditious manner possible. Ben, make sure the scoping meeting is on my calendar. Paul Bertels Manager Traffic Operations Division paul.bertels@myclearwater.com 727-562-4794 . -----Original Message----- From: Patni, Himanshu Sent: Tuesday, August 08, 2006 8:59 AM To: 'archreg@aol.com' Cc: Bertels, Paul; Rice, Scott; Elbo, Bennett; Wells, Wayne Subject: FW: FLD2005-02017 - 18419 US 19 N Bob, I'm not sure that I agree with the claim that this proposed development doesn't fit into a specific category and am personally not aware of FDOT looking at 'real usage'. I agree that a significant portion has moved to Internet banking but I'd be curious how much the shift has been in an area where many people, especially seniors?, still don't use their computers for banking purposes. Regardless of what category to fit the development into and what trip rates to use, we would still require a study on the sole & overriding premise that US-19 is a constrained roadway being monitored by the DCA. We can discuss this and the impacts of the US-19 overpasses when we have the meeting. Himanshu -----Original Message----- From: archreg@aol.com [mailto:archreg@aol.com] Sent: Monday, August 07, 2006 5:25 PM To: Patni, Himanshu Subject: Re: FLD2005=02017 - 18419 US 19 N I understand your position on monitoring of your actions related to traffic on US19. I find it interesting that FDOT will also accept specific evidence based off of real usage if the user does not fit in to a specific category in the ITT manual. Such has been the case for Subway as well as start up banks. The banking industry has moved away from the in store banking with Internet banking. The primary business transaction in the banks now are opening accounts and loan business. Which does not fit into the ITT model for banks. You would be closer moving to the numbers associat ed 8/8/2006 e . . Page 2 of 3 to "check cashing", which alows for traffic based off of employee count vs. just square footage. We are actually going to be located on a frontage road which will be one way and min.two lanes wide, such as is going to be the case along US 19 and Coachman-Sunset Point. I think there is a reasonable argument for considering real numbers in lieu some ITT manual with out our clients having to spend thousands of dollars to get to the same solution that we have presented know. I would look forward to meeting with you to discuss the alternatives. Bob Gregg -----Original Message----- From: Himanshu.Patni@MyClearwater.com To: archreg@aol.com Cc: Bennett.Elbo@myClearwater.com; Scott. Rice@myClearwater.com; Wayne.Wells@myClearwater.com; Paul.Bertels@myClearwater.com Sent: Mon, 7 Aug 2006 1:57 PM Subject: RE: FLD2005-02017 - 18419 US 19 N Robert, Regardless of how you may feel about conducting a traffic impact study I must reiterate that the location for the proposed development is a constrained roadway operating at LOS F and the development exceeds our trip thresholds for conducting a study per ITE's trip generation manual. In addition to this, it is important to realize that US-19 is being monitored by the DCA and the MPO and it is the city's responsibility to make sure that we do not exceed a certain amount of trips and carefully review any proposed development along US-19. Please abide by Ben's original recommendations and schedule a scoping meeting with us. Himanshu > -----Original Message----- > From: Rice, Scott > Sent: Monday, August 07, 2006 11:28 AM > To: Robert Gregg (E-mail) > Cc: Elbo, Bennett > Subject: RE: FLD2005-02017 - 18419 US 19 N > Bob, > I am glad to work on this with you on a professional basis. > What I was trying to say in our recent phone conversation was that the problem our Traffic operations staff had when reviewing your report was that US 19 at this location is operating at a Level of Service F. This makes evaluation of any traffic information for the site more critical than most other streets. > D. Scott Rice > Land Devel. Engr. Manager > 727-562-4781 > scott.rice®MyClearwater..com > -----Original Message----- > From: Wells, Wayne > Sent: Monday, August 07, 2006 10:11 AM > To: Robert Gregg (E-mail) > Cc: Rice, Scott; Elbo, Bennett > Subject: FW: FLD2005-02017 - 18419 US 19 N 8/8/2006 0 Page 3 of 3 > Robert - > I am forwarding this email to you as a heads-up, at the suggestion of Scott Rice. This is NOT a completeness issue, but will be a DRC review comment that will need to be addressed prior to the issuance of a Development Order. > Wayne > -----Original Message----- > From: Elbo, Bennett > Sent: Monday, August 07, 2006 9:43 AM > To: Rice, Scott; Wells, Wayne > Cc: Patni, Himanshu > Subject: FLD2005-02017 - 18419 US 19 N > Background: This proposal is to demolish a gas station with six fueling stations and a car wash. In addition to constructing a building with two units a 4,507 sq.ft. drive through bank and 1,343 sq.ft. Subway restaurant. > The applicant has submitted a letter with traffic volume observations for various Subway restaurant's in the area and a First State Bank. The applicant has concluded that the volumes do not exceed the City's trip volume thresholds of 100 vph or 1,000 vpd. I will take this into consideration however, Traffic Operations Division will still need a Traffic Impact Study from the applicant for the following reasons. > 1. The ITE's trip volume rates takes into account several variety of sit down restaurants and drive through banks, therefore capturing different trip volume scenarios. Both the "Subway"and "First State Bank" can be replaced with other restaurants and drive through banks that have a higher expected vehicular trip volumes which can greatly increase the delay on U.S. Hwy 19 and diminishing the Level of Service. > 2. This project is located within a constrained State roadway which automatically constitutes a Traffic Impact Study to be conducted. US 19 is being monitored by the Pinellas County's MPO. > Prior to conducting a Traffic Impact Study, the traffic specialist must set up an appointment with the Traffic Operations Division for a scoping meeting. Please call Bennett Elbo at (727) 562-4775. > Bennett Elbo > City of Clearwater > Traffic Operations Division > Phone: (727)562-4775 > Fax: (727)562-4755 > bennett.elbo@mvclearwater.com Check out AOL.com today. Breaking news, video search, pictures, email and IM. All on demand. Always Free. 8/8/2006 .41- • • Page 1 of 3 Wells, Wayne From: Patni, Himanshu Sent: Tuesday, August 08, 2006 8:59 AM To: 'archreg@aol.com' Cc: Bertels, Paul; Rice, Scott; Elbo, Bennett; Wells, Wayne Subject: FW: FLD2005-02017 - 18419 US 19 N Bob, I'm not sure that I agree with the claim that this proposed development doesn't fit into a specific category and am personally not aware of FDOT looking at 'real usage'. I agree that a significant portion has moved to Internet banking but I'd be curious how much the shift has been in an area where many people, especially seniors?, still don't use their computers for banking purposes. Regardless of what category to fit the development into and what trip rates to use, we would still require a study on the sole & overriding premise that US-19 is a constrained roadway being monitored by the DCA. We can discuss this and the impacts of the US-19 overpasses when we have the meeting. Himanshu -----Original Message----- From: archreg@aol.com [mailto:archreg@aol.com] Sent: Monday, August 07, 2006 5:25 PM To: Patni, Himanshu Subject: Re: FLD2005-02017 - 18419 US 19 N I understand your position on monitoring of your actions related to traffic on US19. I find it interesting that FDOT will also accept specific evidence based off of real usage if the user does not fit in to a specific category in the ITT manual. Such has been the case for Subway as well as start up banks. The banking industry has moved away from the in store banking with Internet banking. The primary business transaction in the banks now are opening accounts and loan business. Which does not fit into the ITT model for banks. You would be closer moving to the numbers associat ed to "check cashing", which alows for traffic based off of employee count vs. just square footage. We are actually going to be located on a frontage road which will be one way and min.two lanes wide, such as is going to be the case along US 19 and Coachman-Sunset Point. I think there is a reasonable argument for considering real numbers in lieu some ITT manual with out our clients having to spend thousands of dollars to get to the same solution that we have presented know. I would look forward to meeting with you to discuss the alternatives. Bob Gregg -----Original Message----- From: Himanshu.Patni@MyClearwater.com To: archreg@aol.com Cc: Bennett.Elbo@myClearwater.com; Scott. Rice@myClearwater.com; Wayne.Wells@myClearwater.com; Paul.Bertels@myClearwater.com Sent: Mon, 7 Aug 2006 1:57 PM Subject: RE: FLD2005-02017 - 18419 US 19 N Robert, 8/8/2006 f . • Page 2 of 3 Regardless of how you may feel about conducting a traffic impact study I must reiterate that the location for the proposed development is a constrained roadway operating at LOS F and the development exceeds our trip thresholds for conducting a study per ITE's trip generation manual. In addition to this, it is important to realize that US-19 is being monitored by the DCA and the MPO and it is the city's responsibility to make sure that we do not exceed a certain amount of trips and carefully review any proposed development along US-19. Please abide by Ben's original recommendations and schedule a scoping meeting with us. Himanshu > -----Original Message----- > From: Rice, Scott > Sent: Monday, August 07, 2006 11:28 AM > To: Robert Gregg (E-mail) > Cc: Elbo, Bennett > Subject: RE: FLD2005-02017 - 18419 US 19 N > Bob, > I am glad to work on this with you on a professional basis. > What I was trying to say in our recent phone conversation was that the problem our Traffic Operations staff had when reviewing your report was that US 19 at this location is operating at a Level of Service F. This makes evaluation of any traffic information for the site more critical than most other streets. > D. Scott Rice > Land Devel. Engr. Manager > 727-562-4781 > scott.rice@MyClearwater..com > -----Original Message----- > From: Wells, Wayne > Sent: Monday, August 07, 2006 10:11 AM > To: Robert Gregg (E-mail) > Cc: Rice, Scott; Elbo, Bennett > Subject: FW: FLD2005-02017 - 18419 US 19 N > Robert - > I am forwarding this email to you as a heads-up, at the suggestion of Scott Rice. This is NOT a completeness issue, but will be a DRC review comment that will need to be addressed prior to the issuance of a Development Order. > Wayne > -----Original Message----- > From: Elbo, Bennett > Sent: Monday, August 07, 2006 9:43 AM > To: Rice, Scott; Wells, Wayne > Cc: Patni, Himanshu > Subject: FLD2005-02017 - 18419 US 19 N > Background: This proposal is to demolish a gas station with six fueling stations and a car wash. In addition to constructing a building with two units a 4,507 sq.ft. drive through bank and 1,343 sq.ft. Subway restaurant. > The applicant has submitted a letter with traffic volume observations for various Subway restaurant's in the area and a First State Bank. The applicant has concluded that the volumes do not exceed the City's trip volume thresholds of 100 vph or 1,000 vpd. I will take this into consideration however, Traffic Operations Division will still need a Traffic Impact Study from the applicant 8/8/2006 I -i • • Page 3 of 3 for the following reasons. > 1. The ITE's trip volume rates takes into account several variety of sit down restaurants and drive through banks, therefore capturing different trip volume scenarios. Both the "Subway"and "First State Bank" can be replaced with other restaurants and drive through banks that have a higher expected vehicular trip volumes which can greatly increase the delay on U.S. Hwy 19 and diminishing the Level of Service. > 2. This project is located within a constrained State roadway which automatically constitutes a Traffic Impact Study to be conducted. US 19 is being monitored by the Pinellas County's MPO. > Prior to conducting a Traffic Impact Study, the traffic specialist must set up an appointment with the Traffic Operations Division for a scoping meeting. Please call Bennett Elbo at (727) 562-4775. > Bennett Elbo > City of Clearwater > Traffic Operations Division > Phone: (727)562-4775 > Fax: (727)562-4755 > bennett .elbo©myclearwater.com Check out AOL.com today. Breaking news, video search, pictures, email and IM. All on demand. Always Free. 8/8/2006 Wells, Wayne From: Patni, Himanshu Sent: Monday, August 07, 2006 4:58 PM To: 'arch reg@aol.com' Cc: Elbo, Bennett; Rice, Scott; Wells, Wayne; Bertels, Paul Subject: RE: FLD2005-02017 - 18419 US 19 N Robert, Regardless of how you may feel about conducting a traffic impact study I must reiterate that the location for the proposed development is a constrained roadway operating at LOS F and the development exceeds our trip thresholds for conducting a study per ITE's trip generation manual. In addition to this, it is important to realize that US-19 is being monitored by the DCA and the MPO and it is the city's responsibility to make sure that we do not exceed a certain amount of trips and carefully review any proposed development along US-19. Please abide by Ben's original recommendations and schedule a scoping meeting with us. Himanshu -----Original Message----- From: Rice, Scott Sent: Monday, August 07, 2006 11:28 AM To: Robert Gregg (E-mail) Cc: Elbo, Bennett Subject: RE: FLD2005-02017 - 18419 US 19 N Bob, I am glad to work on this with you on a professional basis. What I was trying to say in our recent phone conversation was that the problem our Traffic Operations staff had when reviewing your report was that US 19 at this location is operating at a Level of Service F. This makes evaluation of any traffic information for the site more critical than most other streets. D. Scott Rice Land DeveL Engr. Manager 727-562-4781 scott.rice@MyClearwater..com -----Original Message----- From: Wells, Wayne Sent: Monday, August 07, 2006 10:11 AM To: Robert Gregg (E-mail) Cc: Rice, Scott; Elbo, Bennett Subject: FW: FLD2005-02017 - 18419 US 19 N Robert - I am forwarding this email to you as a heads-up, at the suggestion of Scott Rice. This is NOT a completeness issue, but will be a DRC review comment that will need to be addressed prior to the issuance of a Development Order. Wayne -----Original Message----- From: Elbo, Bennett Sent: Monday, August 07, 2006 9:43 AM f • • To: Rice, Scott; Wells, Wayne Cc: Patni, Himanshu Subject: FLD2005-02017 - 18419 US 19 N Background: This proposal is to demolish a gas station with six fueling stations and a car wash. In addition to constructing a building with two units a 4,507 sq.ft. drive through bank and 1,343 sq.ft. Subway restaurant. The applicant has submitted a letter with traffic volume observations for various Subway restaurant's in the area and a First State Bank. The applicant has concluded that the volumes do not exceed the City's trip volume thresholds of 100 vph or 1,000 vpd. I will take this into consideration however, Traffic Operations Division will still need a Traffic Impact Study from the applicant for the following reasons. 1. The ITE's trip volume rates takes into account several variety of sit down restaurants and drive through banks, therefore capturing different trip volume scenarios. Both the "Subway"and "First State Bank" can be replaced with other restaurants and drive through banks that have a higher expected vehicular trip volumes which can greatly increase the delay on U.S. Hwy 19 and diminishing the Level of Service. 2. This project is located within a constrained State roadway which automatically constitutes a Traffic Impact Study to be conducted. US 19 is being monitored by the Pinellas County's MPO. Prior to conducting a Traffic Impact Study, the traffic specialist must set up an appointment with the Traffic Operations Division for a scoping meeting. Please call Bennett Elbo at (727) 562-4775. Bennett Elbo City of Clearwater Traffic Operations Division Phone: (727)562-4775 Fax: (727)562-4755 bennett.elbo@myclearwater.com Wells, Wayne From: Wells, Wayne Sent: Monday, August 07, 2006 10:11 AM To: Robert Gregg (E-mail) Cc: Rice, Scott; Elbo, Bennett Subject: FW: FLD2005-02017 - 18419 US 19 N Robert - I am forwarding this email to you as a heads-up, at the suggestion of Scott Rice. This is NOT a completeness issue, but will be a DRC review comment that will need to be addressed prior to the issuance of a Development Order. Wayne -----Original Message----- From: Elbo, Bennett Sent: Monday, August 07, 2006 9:43 AM To: Rice, Scott; Wells, Wayne Cc: Patni, Himanshu Subject: FLD2005-02017 - 18419 US 19 N Background: This proposal is to demolish a gas station with six fueling stations and a car wash. In addition to constructing a building with two units a 4,507 sq.ft. drive through bank and 1,343 sq.ft. Subway restaurant. The applicant has submitted a letter with traffic volume observations for various Subway restaurant's in the area and a First State Bank. The applicant has concluded that the volumes do not exceed the City's trip volume thresholds of 100 vph or 1,000 vpd. I will take this into consideration however, Traffic Operations Division will still need a Traffic Impact Study from the applicant for the following reasons. 1. The ITE's trip volume rates takes into account several variety of sit down restaurants and drive through banks, therefore capturing different trip volume scenarios. Both the "Subway"and "First State Bank" can be replaced with other restaurants and drive through banks that have a higher expected vehicular trip volumes which can greatly increase the delay on U.S. Hwy 19 and diminishing the Level of Service. 2. This project is located within a constrained State roadway which automatically constitutes a Traffic Impact Study to be conducted. US 19 is being monitored by the Pinellas County's MPO. Prior to conducting a Traffic Impact Study, the traffic specialist must set up an appointment with the Traffic Operations Division for a scoping meeting. Please call Bennett Elbo at (727) 562-4775. Bennett Elbo City of Clearwater Traffic Operations Division Phone: (727)562-4775 Fax: (727)562-4755 bennett.elbo@myclearwater.com .Clearwater August 07, 2006 Robert E Gregg 630 Chestnut Street Clearwater, F133756 40 CITY OF CLE*RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WW W.MYCLEARWATER.COM RE: FLS2006-08050 -- 18419 US HIGHWAY 19 N -- Letter of Incompleteness Dear Robert E Gregg : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-08050. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Provide the project value on the front page of the application. 2. On Page 1 of the application add the "project name". 3. Revise the property owner on Page 1 of the application to Clearwater Retail Partners, LLC. 4. Submit a narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. 5. Signature and seal of Florida Registered Professional Engineer on all plans and calculations. 6. Provide one signed and sealed survey. 7. Provide a 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. 8. Provide dimensions on the site plan on Sheet 2 for the drive-thru canopy, width of the landscape island at the southeast corner of the building, the setback from the south property line to the southeast corner of the parking lot, the setback from the north property line to the building, the size of the dumpster enclosure and the setback for the sign from the front property line. 9. Show all required sight triangles on the Landscape Plan. 0. Show the location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines. 11. Depict by shading or crosshatching all required parking lot interior landscaped areas. 12. Show or note the location of all outside mechanical equipment and all required screening. 13. Delineate and dimension all required perimeter landscape buffers (or note such) on the Landscape Plan. 14. Place a note on the plans that the landscape areas are curbed with six-inch vertical concrete curbing (detail of such would be helpful). 15. Provide on the Landscape Plan the quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule. Letter of Incompleteness - FLS2006-08050 - 18419 US HIGHWAY 19 N f LL ?CITY.OFCLEIRWATER ° Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MYCLEARWATER. COM August 07, 2006 16. Submit a COMPREHENSIVE LANDSCAPE PROGRAM application, since a reduction to the minimum interior landscape area is requested. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 17. Indicate on the building elevations the proposed color of the exterior materials, including roofing materials, trim, brackets, banding, awnings, etc. Provide paint chips/samples of proposed building colors. 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 2:00 pm on Tuesday, August 8, 2006. If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, ?V V 7wi n? 1s Al. (• k/a Wa Yn Planner III Letter of Incompleteness - FLS2006-08050 - 18419 US HIGHWAY 19 N 0 0 Wells, Wayne From: Wells, Wayne Sent: Monday, August 07, 2006 9:00 AM To: Robert Gregg (E-mail) Subject: FLS2006-08050, 18419 US 19 Robert - Attached is a Letter of Incompleteness for the above project. The original letter is being mailed to you. Wayne letter of completeness 8.7.0, Conditions Associated With FLS2006-08050 18419 US HIGHWAY 19 N Irrigation Condition Wayne Wells, AICP 727-562-4504 10/30/2006 Landscape Plan - Irrigation Requirements Notes - Revise to include 100% coverage for irrigation. Not Met Landscape Wayne Wells, AICP 727-562-4504 10/29/2006 Wheel stops are required for all parking spaces that abut landscape areas. Based on the Grading Not Met Plan, curbing may be deleted from the front of the parking spaces facing US 19, as the drainage flow is from the front of the space toward the drive aisle to the east. 10/29/2006 Landscape Plan - Proposed Planting List indicates 56 Indian Hawthorn (RI) to be planted. The Not Met numbers on the plan only add up to 55. Adjacent to the west side of the building north of the entrance to the bank there are specified six RI, but seven are shown. If there are really seven, change the number to seven for this area and then the total number of RI is 56, as indicated in the Proposed Planting List. 10/30/2006 Requirement for trees in the perimeter buffers and within interior landscape areas is for shade Not Met trees. Two accent trees (such as Dahoon Holly) = one shade tree. Three palms (clustered together) = one shade tree. Revise to meet requirements in landscape islands and along south side. 10/30/2006 Landscape Plan - Unclear as to meaning of Shrubs and Hedges Note #2 relating to maintaining at Not Met a height of 72 inches. This is not Code and would tend to hide the development (rather than simply beautifying it). Normal maintenance height is 36 inches when abutting nonresidential uses. Revise. Solid Waste Condition 1. Must use city specfications for enclosure (if second set of gates are needed they need to be beyond the 14' width of opening) 2. Owner will incur cost of Solid Waste removal (owner will bill units) 3. If recycling is mandated by store 2 -4yd dumpsters will be provided one for SW the other for recycling. 10-30-06 Include as condition of development order Zoning Condition Wayne Wells, AICP 727-562-4504 08/22/2006 Condition of approval to be included in the Development Order: That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the DRC. Not Met Not Met 08/22/2006 Condition of approval to be included in the Development Order: Not Met That, prior to the issuance of any permits, a letter of approval from the City of St. Petersburg be submitted providing for the reconstruction of the parking lot, landscaping and freestanding sign within their easement; 08/22/2006 Condition of approval to be included in the Development Order: Not Met That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 08/22/2006 10/29/06 - WW Not Met Include as a condition of approval prior to the issuance of the first Certificate of Occupancy. 8/22/06 - WW Existing sign at the southwest corner of the site must be brought into full compliance with Code provisions, including height, sign area, setbacks, etc. (may not be able to be refaced). 08/23/2006 10/29/06 - WW Not Met Provide responses as to HOW the proposal meets the Flexibility Criteria for both Offices and Restaurants. Do not repeat the criteria as the response, but give a detailed answer. There are Print Date: 10/30/2006 CaseConditons Page 1 of 3 FLS2006-08050 18419 US HIGHWAY 19 N 0 Zoning Condition Wayne Wells, AICP 727-562-4504 some criteria where there is no reduction requested (which is an appropriate response). 8/22/06 - WW Provide responses to the following Flexibility Criteria: 1. Offices. 1. Height: a. The increased height results in an improved site plan, landscaping area in excess of the minimum required or improved design and appearance. b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 2. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance. c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 3. Off-street parking: The physical characteristics of a proposed building are such.that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building are for storage or other non-parking demand generation purposes. P. Restaurants. 1. Lot area and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998 or the reduction in lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development; 2. Location: The use of the parcel proposed for development fronts on but will not involve direct access to a major arterial street; (Robert - With this criteria, we are accepting of the direct access to US Hwy 19, based upon the prior approval granted by the CDB under the previous FLD case). 3. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 4. Signs: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program; 5. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 6. Off-street parking: a. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; b. Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. 10/29/2006 Revise the percentage of interior landscape area proposed from 11.3% to 10.8%. _ Not Met Print Date: 10/30/2006 CaseConditons Page 2 of 3 11% 0 0 FLS2006-08050 18419 US HIGHWAY 19 N Zoning Condition Wayne Wells, AICP 727-562-4504 10/29/2006 Add note to the dumpster enclosure detail on the Project Details sheet that the exterior material Not Met must have a stucco finish painted gold buff. 10/29/2006 Revise the Elevation Sheet for the following: Not Met 1. Change the Building Finishes table for P.1 from "Gold Bluff"to "Gold Buff'. 2. Indicate on either (or both) the North or East Elevation that the roof for the drive thru canopy will be M.1. 3. Change the EIFS color on the South Elevation from S.5 to P.5. 4. Based on the colored front elevation provided of the front elevation, the lowest color band of the building adjacent to the grade appears to be P.5, yet the elevations on the Elevation Sheet indicate P.1. Which is it to be? Additionally, on the colored front elevation the indented portion of the bank directly north of Subway is also shown as P.5, yet the Elevation Sheet does not indicate such (P.5 or P.1). 5. Change the color of the upper portion of the tower on the North Elevation from P.4 to P.2. 10/30/2006 Based on a discussion with Scott Rice, relocate the handicap parking spaces (and associated Not Met sidewalk ramping) westward in the parking row to be adjacent to the terminal island (as shown on plans submitted August 8, 2006). Print Date: 10/30/2006 CaseConditons Page 3 of 3 0 0 Wells, Wayne From: Wells, Wayne Sent: Monday, October 30, 2006 7:41 AM To: Glenn, Tom; Keller, James Subject: FLS2006-08050, 18419 US Hwy 19 N Tom & Jim - Plans were resubmitted for the above referenced FLS project on October 10, 2006. Permit Plan still shows comments by you as "not met". Could you take a look at this resubmission today, as I am trying to get a Development Order together and out to the applicant? For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. Copies of the plans are on top of the cabinets outside Room 216. Thanks. Wayne • C Wells, Wayne From: Rice, Scott Sent: Monday, October 23, 2006 3:33 PM To: Wells, Wayne Subject: FLS2006-08050 - 18419 US 19 N Wayne, Permit Plan has been updated. Approval conditions: Prior to building permit, the applicant shall make payment in lieu for retention pond storage deficiency. Prior to CO, comply with the current Transportation Impact Fee Ordinance and fee schedule. D. Scott Rice, PE Assistant Engineering Director 727-562-4781 0 9 Wells, Wayne From: Rice, Scott Sent: Thursday, October 19, 2006 2:06 PM To: Wells, Wayne Cc: Patni, Himanshu Subject: RE: FLS2006-08050, 18419 US 19 Wayne, Two Traffic Engineering comments require additional information 1. Recommend that the feeder lane to the drive through lane be 10-feet wide. 10/19/06 - IT IS UNCLEAR FROM THE SITE PLAN IF A 10-FOOT WIDE LANE IS PROVIDED WITHOUT VERTICAL OBSTRUCTION FROM THE CURBS. 2. Demonstrate using a turning template that a 17.5' foot scaled passenger vehicle can enter the drive through feeder lane from either direction. 10/11/06 - NOT MET. D. Scott Rice, PE Assistant Engineering Director 727-562-4781 -----Original Message----- From: Wells, Wayne Sent: Tuesday, October 10, 2006 12:01 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-08050, 18419 US 19 DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. I would appreciate it if you could review the resubmittal by the end of day on Tuesday, October 17th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne Wells, Wayne From: Reid, Debbie Sent: Wednesday, October 11, 2006 10:23 AM To: Wells, Wayne Subject: RE: FLS2006-08050, 18419 US 19 Wayne, P&P has no issues on this project. I have marked the condition as met. Thanks! Debbie O -----Original Message----- From: Wells, Wayne Sent: Tuesday, October 10, 2006 12:01 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-08050, 18419 US 19 DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. I would appreciate it if you could review the resubmittal by the end of day on Tuesday, October 17th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne • • Wells, Wayne From: Wells, Wayne Sent: Tuesday, October 10, 2006 12:01 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Schodtler, John; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-08050, 18419 US 19 DRC members - Revised plans have been resubmitted for the above referenced project and have been placed on the file cabinets outside Conference Room 216. Please review your comments and see if they can be checked off as being "met". For those comments that are still "not met", if the comment can be a condition of approval included in the Development Order to be met prior to the issuance of any permits, please indicate such in the revised comment. If you would like to take a copy of the plans you may do so. I would appreciate it if you could review the resubmittal by the end of day on Tuesday, October 17th. Please let me know once you have reviewed the resubmittal and changed your comments. Thanks. Wayne 0 R6A 1.30 pm Case Number: FLS2006-0805'0 -- 18419 US HIGHWAY 19 N Owner(s): Clearwater Retail Partner Llc ?' • O` 630 Chestnut St • Clearwater, F133756 ?? TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Robert E Gregg 630 Chestnut Street Gft...'4t Clearwater, F133756 TELEPHONE: 727-796-8774 x331, FAX: 727-791-6942, E-MAIL: archreg@aol.com Location: 0.803 acres located on the east side of US Highway 19 N approximately 400 feet north of Belleair Road Atlas Page: 318A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District with a reduction to the front (west) setback from 25 feet to 15.5 feet (to pavement), a reduction to the side (north) setback from 10 feet to 9.22 feet (to pavement), reductions to the side (south) setback from 10 feet to five feet (to pavement and dumpster enclosure), an increase to building height from 25 feet to 29 feet and a reduction to required parking from 38 to 30 parking spaces, under the provisions of Sections 2-703.1 and P, and a reduction to the required interior landscape area from 10 to 8.3 percent, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. Proposed Use: Offices Neighborhood Bay Aristocrat Village Association(s): Clearwater, F133764 18675 Us Hwy 19 N TELEPHONE: 531-4906, FAX: 535-0925, E-MAIL: patbar@aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Jim Keller, Tom Glenn Applicant: Robert Gregg The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 31, 2006 - Page 35 1 • Prior to issuance of a building permit: 1. Show location of required grease trap to serve restaurant on the plan. 2. Replace dumpster detail with City of Clearwater Contract Specifications and Standards Index # 701. 3. Provide a copy of an approved right-of-way permit from D.O.T. 4. Submit a copy of a letter from the City of St. Petersburg Utilities Department authorizing construction of parking lot in 50-foot water main easement. 5. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/fonns.htm 9/5/06- Existing water service to be used - no Health Dept Permit required. 6. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 9/5/06 - Existing lift station to be used - no DEP Permit required. Prior to the issuance of a Certificate of Occupancy: 7. Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No Issues Fire: 1 . Provide and show on the plan minimum 30' turning radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO D.O. 2. Show location of fire hydrant for fire fighting use. Must be within 300' of building as hose lays and on same side of street as building. PRIOR TO D.O. Harbor Master: No issues. Legal: No issues. Land Resources: I . No Issues. Landscaping: Development Review Agenda - Thursday, August 31, 2006 - Page 36 0 • 1 . Overhead utilities exist along the frontage of the property. Only accent trees can be planted within 20 feet of these overhead lines. Must be one shade tree for each 35 feet (three palms grouped together = one shade tree; two accent trees = one shade tree). Place trees so that views of freestanding sign will not be blocked. 2. Due to width of landscape island at the southwest corner of the building, replace the dahoon holly with two accent trees. 3 . Due to width of landscape island at the southeast corner of the building and three palms = one shade tree, either plant two accent trees or three palms in this island. 4. Since the landscape divider between the cross access easement drive to the east and the drive-thru lanes is being counted as interior landscape area, need to plant this area with one shade tree for each 150 square feet of area (two accent trees = one shade tree; three palms grouped together = one shade tree). 5 . There appears on Sheet 4 to be a dahoon holly shown west of the southern parking row as part of the interior landscaping, yet it is not specified. Indicate this tree on the plan and include in the planting list. 6. Sheet 4 - Proposed Planting List - a. Unclear in title what is meant by "(both sites combined)". Advise/revise. b. I only count 112 RI (not 151). Recount/revise. c. Need to include the number of border grass to be installed (also call out on the plan how many are being planted in the different areas of the site). Parks and Recreation: 1 . No issues - project less than one acre. Stormwater: 1 . Prior to building permit, the applicant shall make payment in lieu for retention pond storage deficiency. Solid Waste: 1 . 1. Must use city specfications for enclosure (if second set of gates are needed they need to be beyond the 14' width of opening) 2. Owner will incur cost of Solid Waste removal (owner will bill units) 3. If recycling is mandated by store 2 -4yd dumpsters will be provided one for SW the other for recycling. Traffic Engineering: 1 . 1. Recommend that the feeder lane to the drive through lane be 10-feet wide. 2. Demonstrate using a turning template that a 17.5' foot scaled passenger vehicle can enter the drive through feeder lane from either direction. 3. The two drive through lanes shall provide sufficient stacking space for 12 vehicles (Community Development Code Section 3-1406.). Vehicles shall not block parking spaces or drive aisles. Include a diagram demonstrating this condition. 9/5/06 - Stacking is demonstrated on Landscape Plan. 4. Provide "stop sign" with "stop bar" at the egress end of drive through lanes. 5. Add "do not enter" signs at the egress end of the drive through lanes. 6. The applicant shall submit a Traffic Impact Analysis (TIA) per scoping meeting on August 10th 2006. 7. The applicant shall agree to any mitigation that the TIA recommends if any. The above conditions to be addressed prior to a D.O.. General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: Development Review Agenda - Thursday, August 31, 2006 - Page 37 I . Place a note on the p ans that the landscape areas are curbed with sit vertical concrete p curbing (detail of such would be helpful). 2. On the front page of the application you have provided a project value of $600.00. Provide, in your capacity as a registered architect, a realistic project value. 3 . Condition of approval to be included in the Development Order: That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the DRC. 4. Condition of approval to be included in the Development Order: That, prior to the issuance of any permits, a letter of approval from the City of St. Petersburg be submitted providing for the reconstruction of the parking lot, landscaping and freestanding sign within their easement; 5 . Condition of approval to be included in the Development Order: That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 6. Sheet 1 - Revise proposed setbacks to: Front: 15 feet (to pavement) Side: North: 9.22 feet (to pavement); 16 feet (to building) South: Five feet (to dumpster enclousure); 5.78 feet (to pavement) Rear: Zero feet (to pavement- cross access) 7. Condition of approval to be included in the Development Order: That there be no sidewalk cafe (outdoor seating area) permitted for the restaurant; 8. Existing sign at the southwest comer of the site must be brought into full compliance with Code provisions, including height, sign area, setbacks, etc. (may not be able to be refaced). 9. Elevations - There appears to be awnings over the upper windows - a. Are these metal awnings? b. What color? c. Should the upper windows on the West Elevation for the Subway unit and the southern "indent" area of the bank (next to Subway unit) also have awnings? 10. West Elevation - There is a difference between the elevation sheet (with all elevations) and the colored front elevation, in that the southern "indent" area of the bank (next to Subway unit) is indicated on the elevation sheet to have windows, yet the colored front elevation indicates a solid wall. Which is correct? 11 . Need to submit one copy of signed and sealed drainage calculations (all I have is one that is signed, but not sealed). 12. Revise the parking calculations to include the Shared Parking Formula of Section 3-1405. Based on my calculations using this Formula, the required number of parking spaces is 28 spaces (30 parking spaces provided); therefore, no parking reduction is necessary. Development Review Agenda - Thursday, August 31, 2006 - Page 38 13 . Provide responses tthe following Flexibility Criteria: • 1. Offices. 1. Height: a. The increased height results in an improved site plan, landscaping area in excess of the minimum required or improved design and appearance. b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 2. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance. c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 3. Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building are for storage or other non-parking demand generation purposes. P. Restaurants. 1. Lot area and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998 or the reduction in lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development; 2. Location: The use of the parcel proposed for development fronts on but will not involve direct access to a major arterial street; 3. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 4. Signs: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program; 5. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 6. Off-street parking: a. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; b. Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. Other: No Comments Notes: Submit four copies of revised application material for review and approval prior to the issuance of a Development Order. Development Review Agenda - Thursday, August 31, 2006 - Page 39 Pr 0, t*. 1.30 m Case Number: FLS2006-0800 18419 US HIGHWAY 19 N Owners : Clearwater Retail Partner Llc 630 Chestnut St Clearwater, F133756 D&C TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Robert E Gregg G*4 W46A 630 Chestnut Street Clearwater, F133756 TELEPHONE: 727-796-8774 x331, FAX: 727-791-6942, E-MAIL: archreg@aol.com Location: 0.803 acres located on the east side of US Highway 19 N approximately 400 feet north of Belleair Road Atlas Page: 318A Zoning District: C, Commercial Request: Flexible Standard Development approval to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District with a reduction to the front (west) setback from 25 feet to 15.5 feet (to pavement), a reduction to the side (north) setback from 10 feet to 9.22 feet (to pavement), reductions to the side (south) setback from 10 feet to five feet (to pavement and dumpster enclosure), an increase to building height from 25 feet to 29 feet and a reduction to required parking from 38 to 30 parking spaces, under the provisions of Sections 2-703.1 and P, and a reduction to the required interior landscape area from 10 to 9.6 percent, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. Proposed Use: Offices Neighborhood Bay Aristocrat Village Association(s): Clearwater, F133764 18675 Us Hwy 19 N TELEPHONE: 531-4906, FAX: 535-0925, E-MAIL: patbar@aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Jim Keller Applicant: Robert Gregg The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, August 31, 2006 - Page 35 Prior to issuance ofa building permit: • 1. Show location of required grease trap to serve restaurant on the plan. 2. Replace dumpster detail with City of Clearwater Contract Specifications and Standards Index # 701. 3. Provide a copy of an approved right-of-way permit from D.O.T. 4. Submit a copy of a letter from the City of St. Petersburg Utilities Department authorizing construction of parking lot in 50-foot water main easement. 5. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 6. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. Prior to the issuance of a Certificate of Occupancy: 7. Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-built drawings for accuracy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 , No Issues Fire: 1 , Provide and show on the plan minimum 30' turning radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO D.O. 2. Show location of fire hydrant for fire fighting use. Must be within 300' of building as hose lays and on same side of street as building. PRIOR TO D.O. Harbor Master: 1 . No issues. Legal: 1 _ No issues. Land Resources: I . No Issues. Landscaping: Development Review Agenda - Thursday, August 31, 2006 - Page 36 1 . Overhead utilities exi0 st along the frontage of the property. Only at trees can be planted within 20 feet of these overhead lines. Must be one shade tree for each 35 feet (three palms grouped together = one shade tree; two accent trees = one shade tree). Place trees so that views of freestanding sign will not be blocked. 2. Due to width of landscape island at the southwest corner of the building, replace the dahoon holly with two accent trees. 3 . Due to width of landscape island at the southeast corner of the building and three palms = one shade tree, either plant two accent trees or three palms in this island. 4. Since the landscape divider between the cross access easement drive to the east and the drive-thru lanes is being counted as interior landscape area, need to plant this area with one shade tree for each 150 square feet of area (two accent trees = one shade tree; three palms grouped together = one shade tree). 5 . There appears on Sheet 4 to be a dahoon holly shown west of the southern parking row as part of the interior landscaping, yet it is not specified. Indicate this tree on the plan and include in the planting list. 6. Sheet 4 - Proposed Planting List - a. Unclear in title what is meant by "(both sites combined)". Advise/revise. b. I only count 112 RI (not 151). Recount/revise. c. Need to include the number of border grass to be installed (also call out on the plan how many are being planted in the different areas of the site). Parks and Recreation: 1 . No issues - project less than one acre. Stormwater: I , Prior to building permit, the applicant shall make payment in lieu for retention pond storage deficiency. Solid Waste: 1 . 1. Must use city specfications for enclosure (if second set of gates are needed they need to be beyond the 14' width of opening) 2. Owner will incur cost of Solid Waste removal (owner will bill units) 3. If recycling is mandated by store 2 -4yd dumpsters will be provided one for SW the other for recycling. Traffic Engineering: 1 , 1. Recommend that the feeder lane to the drive through lane be 10-feet wide. 2. Demonstrate using a turning template that a 17.5' foot scaled passenger vehicle can enter the drive through feeder lane from either direction. 3. The two drive through lanes shall provide sufficient stacking space for 12 vehicles (Community Development Code Section 3-1406.). Vehicles shall not block parking spaces or drive aisles. Include a diagram demonstrating this condition. 4. Provide "stop sign" with "stop bar" at the egress end of drive through lanes. 5. Add "do not enter" signs at the egress end of the drive through lanes. 6. The applicant shall submit a Traffic Impact Analysis (TIA) per scoping meeting on August 10th 2006. 7. The applicant shall agree to any mitigation that the TIA recommends if any. The above conditions to be addressed prior to a D.O.. General Note(s): 1) Comply with the current Transportation Impact Fee Ordinance and fee schedule. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: Development Review Agenda - Thursday, August 31, 2006 - Page 37 1 . Place a note on the plans that the landscape areas are curbed with six-inch vertical concrete curbing (detail of such would be helpful). 2. On the front page of the application you have provided a project value of $600.00. Provide, in your capacity as a registered architect, a realistic project value. 3 . Condition of approval to be included in the Development Order: That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the DRC. 4. Condition of approval to be included in the Development Order: That, prior to the issuance of any permits, a letter of approval from the City of St. Petersburg be submitted providing for the reconstruction of the parking lot, landscaping and freestanding sign within their easement; 5 . Condition of approval to be included in the Development Order: That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 6. Sheet 1 - Revise proposed setbacks to: Front: 15 feet (to pavement) Side: North: 9.22 feet (to pavement); 16 feet (to building) South: Five feet (to dumpster enclousure); 5.78 feet (to pavement) Rear: Zero feet (to pavement- cross access) 7. Condition of approval to be included in the Development Order: That there be no sidewalk cafe (outdoor seating area) permitted for the restaurant; 8. Existing sign at the southwest corner of the site must be brought into full compliance with Code provisions, including height, sign area, setbacks, etc. (may not be able to be refaced). 9. Elevations - There appears to be awnings over the upper windows - a. Are these metal awnings? b. What color? c. Should the upper windows on the West Elevation for the Subway unit and the southern "indent" area of the bank (next to Subway unit) also have awnings? 10. West Elevation - There is a difference between the elevation sheet (with all elevations) and the colored front elevation, in that the southern "indent" area of the bank (next to Subway unit) is indicated on the elevation sheet to have windows, yet the colored front elevation indicates a solid wall. Which is correct? 11 . Need to submit one copy of signed and sealed drainage calculations (all I have is one that is signed, but not sealed). 12. Revise the parking calculations to include the Shared Parking Formula of Section 3-1405. Based on my calculations using this Formula, the required number of parking spaces is 28 spaces (30 parking spaces provided); therefore, no parking reduction is necessary. Development Review Agenda - Thursday, August 31, 2006 - Page 38 13 . Provide responsePto h e following Flexibility Criteria: • 1. Offices. 1. Height: a. The increased height results in an improved site plan, landscaping area in excess of the minimum required or improved design and appearance. b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 2. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance. c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 3. Off-street parking: The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building are for storage or other non-parking demand generation purposes. P. Restaurants. 1. Lot area and width: The parcel proposed for development was an existing lot of less than 10,000 square feet and was not in common ownership with any contiguous property on May 1, 1998 or the reduction in lot area will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development; 2. Location: The use of the parcel proposed for development fronts on but will not involve direct access to a major arterial street; 3. Height: a. The increased height results in an improved site plan, landscaping areas in excess of the minimum required and/or improved design and appearance; b. The increased height will not reduce the vertical component of the view from any adjacent residential property. 4. Signs: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the fmished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program; 5. Side and rear setback: a. The reduction in side and rear setback does not prevent access to the rear of any building by emergency vehicles; b. The reduction in side and rear setback results in an improved site plan, more efficient parking or improved design and appearance; c. The reduction in side and rear setback does not reduce the amount of landscaped area otherwise required. 6. Off-street parking: a. The physical characteristics of a proposed building are such that the likely uses of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes; b. Fast food restaurants shall not be eligible for a reduction in the number of off-street parking spaces. Other: No Comments Notes: Submit four copies of revised application material for review and approval prior to the issuance of a Development Order. Development Review Agenda - Thursday, August 31, 2006 - Page 39 WEEKDAY WEEKEND TYPE OF USE MIN PARKING REQD SQUARE FTG MINIMUM REQ'D Night Night I Day Midnight; Midnight. 9 a.m. - 6 a.m. 6 a.m. 4 p.m. Day Evening Evening 9 a.m. - 6 p.m. - ° 6 p.m. - 4 p.m. midnight midnight Day 9 a.m. - 4 p.m. Day Evening, Evening 9 a.m. - ` 6 p.m. - 6 p.m. - 4 p.m. midnight midnight 5% 10% 100% 50% 10% 100% 10% 50% 5% 100% i Office (bank) 4 4507 18.028 0.90 18.03 1.80 - - 1.80 0.90 Restaurant 15 1343 20.145 2.01 0 07 20.15 16. 07 10.07 20.15 totals 5850 38 3 28 ; 22 12 , 21 0 0 0 0 Wells, Wayne From: Elbo, Bennett Sent: Monday, August 07, 2006 9:43 AM To: Rice, Scott; Wells, Wayne Cc: Patni, Himanshu Subject: FLD2005-02017 - 18419 US 19 N Background: This proposal is to demolish a gas station with six fueling stations and a car wash. In addition to constructing a building with two units a 4,507 sq.ft. drive through bank and 1,343 sq.ft. Subway restaurant. The applicant has submitted a letter with traffic volume observations for various Subway restaurant's in the area and a First State Bank. The applicant has concluded that the volumes do not exceed the City's trip volume thresholds of 100 vph or 1,000 vpd. I will take this into consideration however, Traffic Operations Division will still need a Traffic Impact Study from the applicant for the following reasons. 1. The ITE's trip volume rates takes into account several variety of sit down restaurants and drive through banks, therefore capturing different trip volume scenarios. Both the "Subway"and "First State Bank" can be replaced with other restaurants and drive through banks that have a higher expected vehicular trip volumes which can greatly increase the delay on U.S. Hwy 19 and diminishing the Level of Service. 2. This project is located within a constrained State roadway which automatically constitutes a Traffic Impact Study to be conducted. US 19 is being monitored by the Pinellas County's MPO. Prior to conducting a Traffic Impact Study, the traffic specialist must set up an appointment with the Traffic Operations Division for a scoping meeting. Please call Bennett Elbo at (727) 562-4775. Bennett Elbo City of Clearwater Traffic Operations Division Phone: (727)562-4775 Fax: (727)562-4755 bennett.elbo@myclearwater.com I L vision of Corporations • • Pagel of 2 C'4 jruj('W?ftl z ?rrxai=.s?t ?liaz.?Ir¢ ;,, Pubhc h,,tgUl]r?y Florida Limited Liability CLEARWATER RETAIL PARTNERS, LLC PRINCIPAL ADDRESS 630 CHESTNUT ST CLEARWATER FL 33756 Changed 04/27/2005 MAILING ADDRESS 630 CHESTNUT ST CLEARWATER FL 33756 Changed 04/27/2005 Document Number FEI Number Date Filed L04000035958 201080402 05/05/2004 State Status Effective Date FL ACTIVE NONE Total Contribution 0.00 istered Agent Name & Address MOHIP, AMINIE 630 CHESTNUT ST CLEARWATER FL 33756 Name Changed: 04/26/2006 Address Changed: 04/27/2005 . Manager/Member Detail Titl e Name & Address MCCOMAS, DAVID I 3797 PRESIDENTIAL CT H PALM HARBOR FL 34685 http://www.sunbiz.orglscripts/cordet.exe?al=DETFIL&n1=LO400003 595 8&n2=NAMFWD... 8/6/2006 t Division of Corporations • Page 2 of 2 Annual Reports Report Year Filed Date 2005 04/27/2005 2006 04/26/2006 ......... .. . Previous Filing Return to List Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 04/26/2006 -- ANNUAL REPORT 04/27/2005 -- ANN REP/UNIFORM BUS REP 05/05/2004 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry _ Corporations Help http://www. sunbiz.orglscriptslcordet.exe?al =DETFIL&n1=LO400003595 8&n2=NAMFWD... 8/6/2006 Pinellas County Property Appiser Information: 19 29 16 00000 440 11Q Page 2 of 5 20 / 29 / 10 / 00000 / 330 / 0400 06-Aug-2006 Jim Smith, CFA Pinellas County Property Appraiser 18:34:51 Ownership Information Non-Residential Property Address, Use, and Sales CLEARWATER RETAIL PARTNER LLC OBK: 13955 OPG: 0418 630 CHESTNUT ST CLEARWATER FL 33756-5337 EVAC: A EUAC Comparable sales value as Prop Addr: 18419 US HIGHWAY 19 H of Jan 1, 2005, based on Census Tract: 254.05 sales from 2003 - 2004: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 11/2,004 13,955/ 418 615,000 (0) I 0000: Book Pgs - 10/1,998 10,27612,033 10,814,900 (M) I 0000: Book Pgs - 11/1,996 9,524/2,114 3,850,000 (U) I 0000: Book Pgs - 0 /0 01 0 0 { } 2005 Value EXEMPTIONS Just/Market: 515,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 515,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 515,000 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 11,967.16 1) 200 x 175 13.00 35, 000.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 11, 967.16 6) 0 x 0 . 00 . 00 Without any exemptions, 2005 taxes will be 11,967.16 Short Legal (8-3) FROM SW COR OF SW 1/4 RUN E i00.01FT N 35OFT Description TO POO TH RUN E 175FT N 20OFT W 175FT S 20OFT TO Building Information http://l 36.174.187.13/htbin/egi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=19... 8/6/2006 Pinellas County Property App?er Information: 19 29 16 00000 440 11Q0 Page 3 of 5 20 / 29 / 10 / 00000 / 330 / 0400 :01 06-Aug-2006 Jim Smith, CFA Pinellas County Property Appraiser 18:34:51 Commercial Card 01 of i Improvement Type: Food Booth Property Address: 18419 US HIGHWAY 19 N Prop Use: 322 Land Use: ii Strucctural E1sments Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Siding Average Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Built Up/Composition Cabinet & Mill Average Floor Finish Uinyl or Cork Tile Interior Finish Drywall Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 0 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,973 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub AroBas Description Factor Area Description Factor Area 1) Base Area 1.00 160 7) 00 0 2) .00 0 s) 00 0 3) .00 0 9) 00 0 4) .00 0 10) 00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial Ex-tra F?atur?s Description Dimensions Price Units Value RCD Year 1) ASPHALT 18495SF 1.75 18,495 32,370 32,370 999 2) CANOPY 33X55 15.00 1,815 27,230 12,800 1,973 3) CONC PAVE 3445SF 4.00 3,445 13,780 13,780 999 4) CARWASH 21X61 50.00 1,281 64,050 51,240 1,993 5) UTIL/RSTRM 9X61 85.00 549 46,670 38,270 1,993 6) .00 0 0 0 0 TOTAL RECORD VALUE: 148,460 Map With Property Address (non-vacant) I --t] F4_1 M IN. N http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=19... 8/6/2006 Pinellas County Property Appr 'ser Information: 19 29 16 00000 440 11 Page 4 of 5 ..°? ?.W SO, 2 7 210.24 1 tqg cu WAY i2 4322. I us HIC,H'W/AY cu `P 125 AA112 E'`0=" A, w 5FS KAY cd b- 7q.0 8 LU cTi ! 5 175 114 39 2 k tU 67,69 18419 92.78 cki Y 331022 H H I G . CIO 1?. ti C - I? 77.5? 6.7 2, 15. b 7 L 1 ?' u H I GHVVAY 18300 ro IT m HIGHWAY 2 Ac. A .13 r 125 1/8 Mile Aerial Photograph (2002) LO ? rn ry) [Y) 7r .3 1. 71 A c (c) rr, r+? %D 33,,061 H G http://136.174.187.131htbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=19... 8/6/2006 Pinellas County Property Ap16er Information: 19 29 16 00000 440 l4 Pinellas County Property Appraiser Parcel Information Pa(Tc 5 of 5 http://136.174.187.13/htbin/cgi-click'?o=1 &a=1 &b=1 &c=1 &i-.16&s=4&t3=1&u=0&p=19... 8/6/2006 CITY OF CLEARWATER ° earner PLANNING DEPARTMENT = MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM August 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 18419 US HIGHWAY 19 N (FLS2006-08050) To Surrounding Property Owners: As a property owner within 500 feet of 18419 US HIGHWAY 19 N, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District with a reduction to the front (west) setback from 25 feet to 15.5 feet (to pavement), a reduction to the side (north) setback from 10 feet to 9.22 feet (to pavement), reductions to the side (south) setback from 10 feet to five feet (to pavement and dumpster enclosure), an increase to building height from 25 feet to 29 feet and a reduction to required parking from 38 to 30 parking spaces, under the provisions of Sections 2-703.I and P, and a reduction to the required interior landscape area from 10 to 9.6 percent, as a Comprehensive Landscape Program, under the provisions of Section 3-1202.G.. 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 727-562-4504 or Wayne.Wells@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, RECEIVED r,.- M. W&& SEP 0 5 2006 Way Wells, Planner III PLANNING DEPARTMENT CITY OF CLEARWATER Letter of Notification - FLS2006-08050 - 18419 US HIGHWAY 19 N CITY OF CLEARWATER PLANNING DEPARTMENT TEP; ?POST OrfICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 GAIToA ALLEN, LLOYD W ALLEN, MARGUERITE S PO BOX 2 NEW HUDSON MI 48165 - 0002 ALLEOOa 481653010 1705 16 08/25/06 FORWARD TIME EXP RTN TO SEND ALLEN'LLOYD 3195 LACOSTA CT COMMERCE TOWNSHIP MI 48382-5100 RETURN TO SENDER _ - _ ??'t`,`:4 ??",,-%a? %? - •`?? ltt??ttt?#rtttt?c{t?tltt?tt3:t??t?r#r1rt?Irf?ttl?t?{triilr?tt CITY OF CLEARWATER =mss = Q? PLANNING DEBUM BNT. . 99K47EFtF? POST OmcE B6i 4748 . CLEARWATER, FLORIDA 3 3 7 58-4748 MID FLORIUA'?A* FL. GRAS BELLAGIO AT ) BAyW ATC E Co N INY DR # 400 1101NLAK 32751-7119 ?- MAITLAN N LX?E 3 7 i 24 06/31/0E RETURN TO SENDER NOT DEL.TVERAOL.E AS ADDRESSED UNAGL_E TO P'CRWARO DC: 337.59474040 X1074-6.104-•25-•30 ????+??' 1„11,,,11,i,,,1,1,1.i„1„1„11,,,1,1„!I„1„1„il„l,i,i„? C PtP??p'F#lEj:???LIE1A R?WAT E R?,,?II`il???????,. ?• PLANNING DEPARTMENT •9?4TEStF?° POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ?w?43 LC1-StLi$b?7..OfiE BELLAGIO DEVELOPMENT LLC 307 S 21ST AVE HOLLYWOOD FL 33020 - 5011 ovt o-i • 'n e0J'0~ flr y v. NXxTC 330 1 07 99/26/ ( ? RETURN TO SMNDER W ATTEMPTED - NOT KNOWN 11NAMLE TO FORWARD ' ; g0??11?' 90: 33759474949 *1497-00427-26-24 337SO04749 I??il„?1h1???1?1?1?1,?1??1?,11,??1,l??III) I??1?,11??1?i?1,?1 CITY OF CLEARWATER PLANNING DEPARTMENT '99{Y TER?o? POST OCE BOX 4745 CLEARWATER, FLORIDA 33758-4748 pIppOB 5630 BLO 1931 F.' Nty 7 ,o, SANDRO 'SKI, MART AND COURTS DR GTON MN 55437 - N:rXIE ssa 1 D6 00123/06 RETURN TO NCiT DELIVERABLE ASNADDRESSED UNABLE TO FORWARD DO X3759474848 x"0378-0.5406-25-06 1 CITY OF CLEARWATER 61 s = ?? PL4,11MG DEPARTMENT -'21-' 99?ATEft;??, POST ONCE Box 4748 CLEARWATER, FLORIDA 337558-4748 SHOR , AL SHORT, E RA L 11660 TA CH INES DR CHARD 44024 - 8729 Nlx11M 441 1 79 06/24/ 1510 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD OC : 337 5474040 *1002-05746-24-06 a375e%4748 :`?:? 1 11 11 11 1 I!!! ]1 I l i! 11 II ! I 1 1 CITY OF CLEARWATER e;??=Q PLANNING DERARTMENT POST OFFICE Box 4748 7EF,,"CLEARWATER, FLORIDA 3 3 7 58-4748 MC BYRNE, JOSEPH MC BYRNE, KATHIE 115 WOODSTOCK DR NEWTON PA 18940 - 1008 agITo8 MCB'r'ii5 189402062 1805 05 08/23/06 FORWARD TIME EXP RTN TO SEND MCBYRNE III 10a S CHANCELLOR ST NEWTOWN PA 18940-2110 RETURN TO SENDER ..... .:-a?8..•f ?"tt ^.•?...• I?f713?31???1ll?fi??:?f?1if?f??1??fif?fF/??flfff?iI? .i°``°`??rj CITY OF CLEARWATER PL10MG DEPAR MENT 99??TE4lF? POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 4 , (}.?,? CLEARW A TER .? 1B ? • VIT 7 TRACY 1232A I 3945 2765 VIAC'FL3 164 - 4•:`?$4}•.r"??i•5'?G-'1i•t?'JCC1?yJ'???°? !E1 i?! f i!! ! EF! lfil! 3!! !! E{ '`' ## III # f# f !!#! !i'# 3#V1 ' Ei ? # i. _#I# i# CITY OF CLEARWATER s ^; _ Q PLANNING DEPARTMENT . POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 r r,E•r• t?,??t •rrs '=?4,?i ,•:•r FRANCIOSA, FRED FRANCIOSA, BEVERLY 2765 VIA CIPRIANI # 1210B CLEARWATER FL 33764 - 3946 ? ..., .?.:"?•!••:??'?^?k1*:o? Ii'M?TIw'i. 1:i'litl?ltlttfitl?tl11:llitf?t1l?it7?ltll111tf1di12tli?tlltli ;•;'-'r CITY OF CLEARWATER PLANNING DEPARTMENT /ATER,; •' POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 55-4748 R ' PF III -Ml _P .ri ? X47 T LANCE, SEAN 2709 VIA CIPRIANI # 531B CLEARWATER FL 3' )'/ 6A - 3917 '+=?Z F++Qr' ?+} "? y?i ?1' rl• "•+ 1lilii 11111Id.1111 diilidid i l i iiii4ll 11111.111iiiilil N II CITY OF CLEARWATER PLANNING DEPARTMENT q TEFtF?, Posr OmcE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 j)TT RAMBHALA, BHASITYAKARLU RAMBHALA, LALITHA 2773 VIA CIPRIANI # 1322A CLEARWATER FL 33764 - 3948 20302 Uj, P0d7Rl? ?`ar CITY OF CLEARWATER c; - PLANNING DEPARTMENT (;rEay. Posy OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 AUCUTT, TONI M # 11 30A CLEA 3941 2757 VRWATTERFLI33764- -o '3y+?'ft??+"?!"L?m'???"?tl?Q?N, ?Si?2i11'tiliiEl1.4f.i1£!i![}lii}iq£}11143*!??{fit!£4?1}{£!? CITY OF CLEARWATER PLANNING DEPARTMENT /ATER?o?• POST ONCE Box 4748 1w CLEARWATER, FLORIDA 3 3 7 58-4748 r? ;, ^s n °•r r n r Tst.!s ;!1}?E? H; -4- JAHNS, DOUGLAS B HOWELL, COLLEEN 2773 VIA CIPRIANI # 1316A CLEARWATER FL 33764 - 3947 y ?4'??3'3 ? ?'P •'?t 1;kt4"7.?"'•-7-s-. 4 IlAd4l.lillit It Ifl°.liiVIII: III Ill S ii13I111is f S1!?f?il CITY OF CLEARWATER :? =e•° PLANNING DEPARTMENT POST ONCE Box 4748 ,g7EA„ CLEARWATER, FLORIDA 3 3 7 58-4748 f Fkr'1. ..r i,.l S I1 i5 w STEFAN, PAOLA STEFAN, RAMON N 2722 VIA TIVOLI# 431B CLEARWATER FL 33764.3959 X0.3 w ? s I W. P0$ Q i • %Sv S +'?'?' it 3-•?'?r"?" "L ?•T!'?.34 ?' If III i:III fill El III IIiIIflidillll! i I Ili 11 Ili 114:11 Id 111111A CITY OF CLEARWATER :.._ PLANNING DEPARTMENT 9 ?TEaF°`' Posr OmcE Box 4748 ,•" CLEARWATER, FLORIDA 3 3 7 58-4748 4'-1.} .. 1 ... .. 71 E i`i -. F V l i • ...? 1 "Y T . KEULING, DARCY L 2272 VIA TIVOLI # 432A CLEARWATER FL 33764 - a. . A0.39_ I? U, , PO A(iE !ti i?l?!!li li!? ?'.:?t !?S i•S i "1`tiTr ? 1G1 Tai ••t I!till fill if till 1111!! 1111 CITY OF CLEARWATER Q; PLANNING DEPARTMENT 99'aTEaE??? POST OFFICE Box 4748 - CLEARWATER, FLORIDA 3 3 7 58-4748 ROMERO, GUSTAVO VALLARINO, VIVIANA E 2746 VIA TIVOLI # 132B CLEARWATER FL 33764 - 391.2 -:.:?-??.a?:???r???-?z•?'i??ios?::.: is?l(:::il:l:::!{Il::3fi:,l::fil:l:l:t:::ifi,:l:fi:tl:l:?l=fi4::i?i ?`'`CITY OF CLEARWATER PLANMNG DEPARTMENT -99'??TEpE?' Posy OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 PATNAVAN, MARIMUT14U 2730 VIA AT ?LF CLEARw L 33764 - 3957 a. .J ?s if jg2 u.%.Pos 7ft • *cs Lill iiIII I Miff I£i I!II I£ £ ?li if 1 1' £?313111 Sii 9Jdd CITY OF CLEARWATER PLANNING DEPARTMENT 4TEP; •• Posy ONCE Box 4748 • CLEARWATER, FLORIDA 33758-4748 4• R%'jri 'rsrl.fl ;? HERNANDO, JOSEFINA C 2738 VIA TIVOLI # 234B CLEARWATER FL 33764 - 3955 ?"?6gi•'3 't'•s'-'42''`?CiCii "' ?!!fi!!!??!?!!!1!?i!!!i!! !! i! ! !!! si!! ! !! a! !i ! i ;!i CITY OF CLEARWATER PLANNING DEPARTMENT 97ERF,.' POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 z z I Omch G) r < p i i r; ?1 lJ ?6m ?mm! n ,=? r Or. 7J M r-.1v Up .1 10 51D.31ri r HART, JENNIFER MORRIS 2741 VIA CIPRIANI # 921B CLEARWATER FL 33764 - 3930 ' ":I"_. 4t.4iii ...- Ldi1isltit :l::l:.ll:::l:l:ell. el:::slil CITY OF CLEARWATER , PLANNING DEPARTMENT 99yA7EFFo? POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 n 11 l1 m < fV ? rn m _ " i v rn ;-1 ? 1!TI;j m .p "` F'T1 •F 4 'n 'SEN 7?s T CLANCY-KRESS, JULL COMBS, PAUL W 2709 VIA CIPRIANI # 530B CLEARWATER FL 33764 - 3917 .rT? A? N 0.3 0 e .PO r ?vZv l4 '' i'$? ' 'lS ?` 'O t7'.???' 5111111111111141d iiihif i At lull111di A lm 1 A 247 t13?t12!!27 ;;d,•`c%!`: CITY OF CLEARWATER PLANNING DEBUMaNT 99?gTE't" POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 KACZOROWSKI, EVA KACZOROWSKI, EUGENE 2765 VIA CIPRIANI # 1231B CLEARWATER FL 33764 - 3945 A -?F 0: 0 .3 Z LL ? ~ o Q 0i © a cv ujvQ N 0 ? tt1 ^ oZS0U (L/ll Zip Z Z 3'.,-'Sfl'r4"i '- r8' ' zSCta I11[litilkliiililililill11hiill1111111111 111111i7liilililid CITY OF IrLEARWATER !I PLANNING DEPARTMENT =ATEP; ?' POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 J ti4A1r1 ?A?6S.E$?bSt,E%.. f :*TTEIIF' T ED NETr KJ 13,-N WARNER, M MICHAEL WARNER, SUSAN B 2722 VIA TIVOLI # 420B CLEARWATER FL 33764 - 3958 1 CITY OF CLEARWATER .?. PLANNING DEPARTMENT 99?4TEflE?POST OFFICE Box 4748 CLEARWATER, FLORIDA 337558-4748 0 4 ? 139 ITS u VELLUCCI, JENNIFER M Z1?Ub 2746 VIA TIVOLI # 135B AUG CLEARWATER FL 33764 - 3912 E.Pl OEVEC TY 0 APOW VELL746 337641601 1705 39 06/21/06 F=ORWARD TIME EXP RTN TO SEND VELLUCCI'JENNIFER 7050 SUNSET OR S APT 510 SOUTH PASADENA FL 33707-6402 RETURN TO SENDER - --??•;?'?'=•b"t???'• ? •• ?ra??ari??f}iaa?a?rfajrr?rr?ra??arr?a?trl?ra?raaal?? CITY OF CLEARWATER PLANNING DEPARTMENT POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 CIE- i REPETTO, ALLISON W 5800 SEMINOLE BLVD SEMINOLE FL 33772 - 7394 X0.306 ; { t1, ..POt T"f.. ?rr??r.rrj?r?rrr?r?t?rlrr?rr?:rlarr!?rtr:l?rrt!!1!r?l!!?!?rf!+1 ryl ••??'A7ERF;?? • CITY OF CLEARWATER PLANNING DEPARTMENT POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RETURN 7'Q FIRST SEND NCXCLASS F ``.tSORT F_3 AIL. 01 er 3 V-P,4'OrFIT RATES , tlND IN INTERNATIpNAL A:Nor P l TTED ?vroa P0308 71?I 31 F U ,a, POSTAQS T !?. L1 15 J AUG 2 $ 2006 nP+ I Y F.F NlSLEEARVICESAWATEA DEPT JONES, PHILIP SYCAMORE FARM NORTH RODE CONGLE ON CHESHIRE CW 122NS 00003 - CITY OF CLEARWATER a PLANNING DEPARTMENT 99?ATEPF? POST ONCE Box 4748 CLEARWATER, FLORIDA 33758--.47748 t ITO$ 1 ? KANE, PATRICK PANE, MELISSA M 2725 VIA CIPRIANI # 714A CLEARWATER FL 33764.3964 w b .? a,s. Pos KANE725 937641601 1805 39 08/2i/06 FORWARD TIME EXP RTN TO SEND KANE 308 NOTTINGHAM PL CHALFONT PA 18914-2453 RETURN TO SENDER ,,, y,,,, i! i!3 f t ! ! f f f! !! i! !ff ! ff f! 1flt n MC CUE, LEONARD A MC CUE, BARBARA B 1330 NORTH SHORE DR NE ST PETERSBURG FL 33701 - 1426 CONNER FAMILY PTNSHP 5379 HUNTERS LAKE RD #2 SPRING HILL FL 34606 - 4565 WEEKS, JOHN M INC 1488 LACONIA DR E CLEARWATER FL 33764 - 2786 NEW AGE MINISTRIES INC 18514 US HIGHWAY 19 N STE B CLEARWATER FL 33764 - 2764 DANIELS ENTERPRISES CORP 18514 US HIGHWAY 19 N STE D- 2 CLEARWATER FL 33764 - 2764 WILCOX, JACKIE A 1463 LACONIA DR N CLEARWATER FL 33764 - WEEKS, JOHN M INC 1488 LACONIA DR E CLEARWATER FL 33764 - 2786 REILLY, BERTA J NIZIOLEK, APRIL M 1480 LACONIA DR E CLEARWATER FL 33764 - 2786 BARRETT FAMILY PTNSHP I 300 S DUNCAN AVE STE 300 CLEARWATER FL 33755 - 6413 MC CUE, LEONARD A MC CUE, BARBARA B 1330 NORTH SHORE DR NE ST PETERSBURG FL 33701 - 1426 E C FINANCE INC 18514 US HIGHWAY 19 N STE A CLEARWATER FL 33764 - 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3937 GRAHAM, BARRY J GOLINSKI, RICHARD WILLIS, LINDA GRIFFIN 12590 VITTORIA WAY 2749 VIA CIPRIANI # 1034A 17675 DEER ISLE CIR FT MYERS FL 33912 - 0609 CLEARWATER FL 33764 - 3937 WINTER GARDEN FL 34787 - 9420 JAYMES, ANDREW S JAYMES, SANDRA D 5562 SULLY LAKE DR CENTERVILLE VA 20120 - 2917 SHORT, AL D SHORT, DEBRA L 11660 TALL PINES DR CHARDON OH 44024 - 8729 KELLNER, MARILYN M 10 BIRDIE DR MONTEBELLO NY 10901 - 3940 BRENNAN, KENNETH P BRENNAN, PATRICIA A 2757 VIA CIPRIANI # 1120A CLEARWATER FL 33764 - 3940 ZIRBEL, MAUREEN M 2757 VIA CIPRIANI UNIT 1121B CLEARWATER FL 33764 - 3940 STREET, TERRANCE W PAVETTO-STREET, NORMA PO BOX 142 EPHRAIM WI 54211 - 0142 EIHL, CRAIG T STEC, CARRIE A 1829 W SUPERIOR CHICAGO IL 60622 - 5530 HUGHES, KELSEY R 2757 VIA CIPRIANI # 1132A CLEARWATER FL 33764 - 3941 SGROI, JOSEPH J SGROI, MICHELE 853 SKYE LN PALM HARBOR FL 34683 - 1452 DENNIS, HELEN M LIVING TRUST DENNIS, HELEN M THE 2765 VIA CIPRIANI # 1210A CLEARWATER FL 33764 - 3943 KLEINPETER, EDWARD KLEINPETER, DENISE M 6 CARINGTON DR E EAST NORTHP NY 11731 - 3005 MARLOW, JOHN E MARLOW, PAULETTE 2727 VIA CIPRIANI # 1114A CLEARWATER FL 33764 - 3909 NGUYEN, NHU N 7 WEDGES FIELD WESTON CT 06883 - 1335 SCHEINMAN, JONATHAN E SCHEINMAN, ALLISON 2757 VIA CIPRIANI # 1120B CLEARWATER FL 33764 - 3940 GRAHAM, BARRY J 12590 VITTORIA WAY FT MYERS FL 33912 - 0609 THOMPSON, ROBERT C JR THOMPSON, DONNA J 11759 SHALESTONE CT FRANKFORT IL 60423 - 8855 BELLAGIO DEVELOPMENT LLC 307 S 21 STAVE HOLLYWOOD FL 33020 - 5011 FORD, CHRISTINE D 2757 VIA CIPRIANI # 1132B CLEARWATER FL 33764 - 3941 HARRILL, STEVEN K 2757 VIA CIPRIANI # 1135A CLEARWATER FL 33764 - 3941 FRANCIOSA, FRED FRANCIOSA, BEVERLY 2765 VIA CIPRIANI # 1210B CLEARWATER FL 33764 - 3946 HILLIS, MARYANNE 2757 VIA CIPRIANI # 1110A CLEARWATER FL 33764 - 3939 COLEMAN, CRISTAL R 138 RED WING RD TAVERNIER FL 33070 - 2237 LUCNIK, JOSEPH W LUCNIK, KATHERYN A 1742 BIESTERFIELD RD ELK GROVE VILLAGE IL 60007 - 2772 JACOBSON, CHARLES E 2757 VIA CIPRIANI # 1121A CLEARWATER FL 33764 - 3940 FITZGERALD, PATRICK FITZGERALD, CAROLYN 2890 BOSTON CT YORKTOWN HEIGHTS NY 10598 -2301 AUCUTT, TONI M 2757 VIA CIPRIANI # 1130A CLEARWATER FL 33764 - 3941 PERELMUTER, BENJAMIN I 2757 VIA CIPRIANI # 1131B CLEARWATER FL 33764 - 3941 TURNBULL, ROBERT W 2757 VIA CIPRIANI # 1134A CLEARWATER FL 33764 - 3941 KUDLA, VINCE KUDLA, TRACIE 11409 MINARET DR TAMPA FL 33626 - 2673 MARCHI, DAVID MARCHI, NADINE 2765 VIA CIPRIANI # 1214A CLEARWATER FL 33764 - 3943 SEWAR, JACK F SEWAR, SHIRLEY A 2765 VIA CIPRIANI # 1214B CLEARWATER FL 33764 - 3943 JONES, PHILIP SYCAMORE FARM NORTH RODE CONGLE ON CHESHIRE CW 122NS 00003 - OLIVERA, MICHAEL 97501 OVERSEAS HWY # 902 KEY LARGO FL 33037 - 4047 GARCIA-OTERO, MARIA 2401 ALHAMBRA DR CORAL GABLES FL 33134 - 2110 BELLAGIO DEVELOPMENT LLC 307 S 21 ST AVE HOLLYWOOD FL 33020 - 5011 COFFENBERG, GEORGE M AREGE-COFFENBERG, MICHELLE 301 CRIMSON CIR OAKHURST NJ 07755 - 1658 ARIGO, ROBERT J 2765 VIA CIPRIANI # 1235A CLEARWATER FL 33764 - 3945 PLATAU, GERARD PLATAU, CAROLINE 2773 VIA CIPRIANI # 1310B CLEARWATER FL 33764 - 3947 PAULSON, BARBARA J 2773 VIA CIPRIANI # 1315A CLEARWATER FL 33764 - 3947 DIAZ, ARNALDO R DIAZ, LORA L 2765 VIA CIPRIANI # 1215A CLEARWATER FL 33764 - 3943 NORTHCUTT, LORI A 2765 VIA CIPRIANI # 1220A CLEARWATER FL 33764 - 3944 BIBA, DEREK J BIBA, TAMARA R 40W278 BARON LN HUNTLEY IL 60142 - 8011 STEWART, GAVIN STEWART, AUDREY R 2765 VIA CIPRIANI # 1230A CLEARWATER FL 33764 - 3945 KACZOROWSKI, EVA KACZOROWSKI, EUGENE 2765 VIA CIPRIANI # 1231 B CLEARWATER FL 33764 - 3945 BLOB, LAWRENCE 2765 VIA CIPRIANI # 1234A CLEARWATER FL 33764 - 3945 RUNION, JONATHAN KUDELKO, JENNIFER 2765 VIA CIPRIANI # 1235B CLEARWATER FL 33764 - 3945 SCHWENN, THOMAS SCHWENN, LINDA 2773 VIA CIPRIANI #1314A CLEARWATER FL 33764 - 3947 MC GINLEY, JOHN J MC GINLEY, DIANNA M 27 MOCKINGBIRD HACKETTS TOWN NJ 07840 - 0 FREEMAN LAND TRUST 16116 VANDERBILT DR ODESSA FL 33556 - 3327 GAUQUIER, KAREN GAUQUIER, DIMITRI 2765 VIA CAPRIANI # 1220B CLEARWATER FL 33764 - 3944 FALZETTI, FRANK 2765 VIA CIPRIANI # 1222A CLEARWATER FL 33764 - 3944 PHAM, PHILLIP 27001 US HIGHWAY 19 N # 2038 CLEARWATER FL 33761 - 3410 VITZ, TRACY 2765 VIA CIPRIANI # 1232A CLEARWATER FL 33764 - 3945 BEKKER, ROBERT J BEKKER, CARRIE F 5327 WILLOW CT APT 407 AGOURA HILLS CA 91301 - 6460 SENSOLI, CAROL A ALLEN, MARGUERITE SENSOLI 1438 DUFF LN MILFORD MI 48381 - 2612 FANA, MIGUEL 2773 VIA CIPRIANI # 1314B CLEARWATER FL 33764 - 3947 JAHNS, DOUGLAS B HOWELL, COLLEEN 2773 VIA CIPRIANI # 1316A CLEARWATER FL 33764 - 3947 MEYERKOV, LEO LOWER, MARY E SEQUENZIA, CARMELO 2773 VIA CIPRIANI # 1320A 2773 VIA CIPRIANI # 1320B 130 COLONIAL PKWY APT 2F CLEARWATER FL 33764 - 3948 CLEARWATER FL 33764 - 3948 YONKERS NY 10710 - 3824 EAGLIN, TERRY EAGLIN, RITA 7022 BAYOU WEST AVE. PINELLAS PARK FL 33782 - 4552 MAMALAKIS, JOHN S MAMALAKIS, THERESA K 7850 W 96TH ST BLOOMINGTON MN 55438 - 2913 PICINIC, JOHN PICINIC, NERINA 2773 VIA CIPRIANI # 1331B CLEARWATER FL 33764 - 3949 BATES, VICTOR A YAN, YUK YEE 2773 VIA CIPRIANI # 1334A CLEARWATER FL 33764 - 3950 SANTANA, JOSE R JR 225 W MARTIN L KING JR DR TARPON SPRINGS FL 34689 - 2666 GRAND BELLAGIO BAYWATCH LTD 1101 N LAKE DESTINY DR # 400 MAITLAND FL 32751 - 7119 Clearwater Neighborhood Coalition Pres. Sondra Kerr PO Box 8204 Clearwater, F133758 REPETTO, ALLISON W 5800 SEMINOLE BLVD SEMINOLE FL 33772 - 7394 0 RAMBHALA, BHASITYAKARLU RAMBHALA, LALITHA 2773 VIA CIPRIANI # 1322A CLEARWATER FL 33764 - 3948 JOHNSON, JARET JOHNSON, MARY 2773 VIA CIPRIANI # 1330B CLEARWATER FL 33764 - 3949 ADURTY, NARESH 246 ARBOR WOODS CIR OLDSMAR FL 34677 - 4655 FELCH, JAMES W JR SRYGLEY, ANDREA 2773 VIA CIPRIANI # 1334B CLEARWATER FL 33764 - 3950 ST JOE CO ATTN: ST JOE PORTFOLIO 3455 PEACHTREE RD NE STE 400 ATLANTA GA 30326 - 3236 Bay Aristocrat Village 18675 US HWY 19 N Clearwater, F133764 is LAZZARA, NICHOLAS D LAZZARA, LISA A 2773 VIA CIPRIANI # 1322B CLEARWATER FL 33764 - 3948 BELLAGIO DEVELOPMENT LLC 307 S 21ST AVE HOLLYWOOD FL 33020 - 5011 STONE, DANIEL D 2773 VIA CIPRIANI # 1332B CLEARWATER FL 33764 - 3950 DELLA SERRA, NICHOLAS DELLA SERRA, KARA ANN 2773 VIA CIPRIANI # 1335A CLEARWATER FL 33764 - 3950 18419 US Hwy 19 FLS2006-08050 WW F - iF3C - C ITY OF C LEARWATE R PIANNING DEPARTMENT r?''??•RPos'i- On:icF Box 4748, CLEARWATFH, Fl.omDA 33758-4748 Y/ yt• 4,•S?'? MUNICIPAL. SERVICES BUILDING, 100 SOurii MYRTLE AVENUE, CLFARWATER, FLORIDA 33756 ' Ti.' I PHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGF PLANNING DFVFI.OPMF.N1' RI:VIFW November 6, 2006 Mr. Robert E. Gregg 630 Chestnut Street Clearwater, FL 33756 RE: Development Order for Case No. FLS2006-08050 18419 US Highway 19 North Dear Mr. Gregg: 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 to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District with a reduction to the front (west) setback from 25 feet to 15 feet (to pavement), a reduction to the side (north) setback from 10 feet to 8.5 feet (to pavement), reductions to the side (south) setback from 10 feet to 5.8 feet (to pavement) and from 10 feet to five feet (to dumpster enclosure) and an increase to building height from 25 feet to 29 feet, under the provisions of Sections 2-703.I and P. The DRC recommended approval of the application with the following bases and conditions: Findings of Fact: 1. That the 0.803 acres is located on the east side of US Highway 19 N approximately 400 feet north of Belleair Road; 2. That the current use of the property is a defunct automobile service station that has been vacant for many years; 3. That on July 19, 2005, the Community Development Board (CDB) approved Case No. FLD2005-02017 for the redevelopment of this parcel with a one-story, 7,217 square-foot commercial building for retail sales establishments. Since no building permit to construct the improvements for this parcel was submitted within the Code provided one-year time frame, the approval of FLD2005-02017 expired; 4. That the proposed use of this parcel under this Flexible Standard Development application is to permit an office (bank) and restaurant of a total of 5,850 square feet GFA in the Commercial (C) District; 5. That the parcel surrounding this parcel was previously developed as a shopping center (now vacant); 6. That there is cross access with drive aisles on north and east sides with the former shopping center parcel; 7. That a setback reduction to pavement for the cross access along the rear (east) area of the property was granted under Case No. FLD2005-02017 and the Code supports cross access in Section 3-103; 8. That the existing northern driveway will be removed with this proposal and the existing southern driveway will be retained for legal access to US Highway 19 North, as approved as a deviation approved by the CDB on FLD2005-02017; 9. That setback reductions are requested as part of this proposal along the front (west) to 15 feet (to pavement), side (north) 8.5 feet (to pavement), to the side (south) to 5.8 feet (to pavement) and to five feet (to dumpster enclosure), which are consistent with surrounding development setback approvals; FRANK 1111MAND, iN7AVOic J()iin DmI\'', ("(WiNCiL,\II:.\tBEIII I I(Wi I IAN III.]O,N, COI NC IL\iIt>IIiI:R 13iLi. JcrosoN, Cot Nc:n.>mI used Cm;LF:N A. 1'rrersr•.N, Cul xc:u.>nt>n;r.R "EOIiAL IiN1PLOYAIRMI ANI) AFFIKNLATIVi: ArLR>v EM11.0YF:R" November 6, 2006 Gregg - Page 2 10. That the proposal complies with landscape buffer requirements; 11. That a City of St. Petersburg easement exists along the front of the property that may restrict the reconstruction/construction of the parking lot, landscaping and signage within the easement and approval by the City of St. Petersburg is necessary prior to the issuance of any permits; 12. That the existing freestanding sign in the southwest corner of the property is required to be brought into full compliance with Code requirements for height, sign area, setbacks, etc.; 13. That the increase in building height adds to the presence of the building along US Highway 19 North and is only for the entrance towers for each unit; and 14. That the proposal is consistent and compatible with surrounding commercial development. Conclusions of Law: 1. The proposal complies with Office criteria under the provisions of Section 2-703.I; 2. The proposal complies with Restaurant criteria under the provisions of Section 2-703.P; 3. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 4. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the DRC; 2. That, prior to the issuance of any permits, a letter of approval from the City of St. Petersburg be submitted providing for the reconstruction of the parking lot, landscaping and freestanding sign within their easement; 3. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 4. That, prior to the issuance of the first Certificate of Occupancy, the existing freestanding sign at the southwest corner of the site be brought into full compliance with Code provisions, including height, sign area, setbacks, etc. (may not be able to be refaced). The maximum height of the freestanding sign shall be six feet, unless part of an approved Comprehensive Sign Program; 5. That, prior to the issuance of the first Certificate of Occupancy, all electrical and utility equipment on the rear of the building be painted cornsilk to match the building; 6. That, prior to the issuance of any permit, the applicant make payment in lieu for retention pond storage deficiency; 7. That, prior to the issuance of the first Certificate of Occupancy, the applicant comply with the current Transportation Impact Fee Ordinance and fee schedule; 8. That the owner incur the cost of Solid Waste removal (owner will bill tenants); 9. That, in the event recycling of cardboard or paper is mandated by either tenant, two four-yard dumpsters be provided within the enclosure (one for solid waste and the other for recycling). I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above three conditions. The approval is based on and must adhere to the site plan and application dated received November 1, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (November 6, 2007). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. November 6, 2006 Gregg - Page 3 The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on November 13, 2006. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727-562-4504. You can access zoning for parcels within the City through our website: www.ipyclearwater.com. Sincerely, Micha elk, CP Planning Director S: IPlanning DepartmentlC D BTlex Standard (FLS) Ilnactive or Finished Cases)US Hwy 19N 18419 - 18419 Commons (C) - Approved)US Hwy 19 18419 FLS2006-08050 Development Order.doc Aui. *Tmoung, 727.796:8774 727.791.6942 fax ..: 630 Chestnut Street Clearwater, Florida 33759 f--,_ BUILDING FINISHES • GOLD BUFF r ' l ' BEAR PREMIUM PLUS # 310D-4P J BUILDING BASE COLOR CORN SILK P •2• • -BEAR PREMIUM PLUS # 320A-3" PARAPET COLOR P.3: MOONLIGHT WHITE BEAR PREMIUM PLUS # 350E-1 TRIM COLOR P.4• WILDERNESS BEAR PREMIUM PLUS # 390F-7 -EFTS FRAMING & CANOPY • LIGHT COPPER P.S. BEAR PREMIUM PLUS # 310D-6A -EFIS TRIM • EVERGREEN M • -ULTRA SEAM INCORPORATED METAL ROOFING, FLASHING & CAPPING S 1 ' DRYSTACK LEDGESTONE - CARMEL CULTURED STONE + --STONE FEATURES ~ L~ X006 - oho l I L m ~ 0400 _,~,..~,.T.,,.~.,,,~ - ~ ~ ~ e . GULF T A Y f ° i~i ~ a r ^n^~+,.~r.~!~_ AAA ~ ~ SITE DATA TABLE to ~ ~ ~ ~ . sic, 20, rwP 2s s, ANA ~E 9 S„ HNC 16 E, ' r, 141 111 ~ ~ y - h ~ ~4 C~ 1$ ~ 5. E%IS11NG PROPOSED REQUIRED n.,~ ~a_, f .i .y. ~ 4Y~!'v~si~e's,~ n~ ZONING: C C C LAND USE (CG): COMMERCIAL OFFICE/RESTAURANT CG t . ~ ~ = L wb i~Y> . ~ V ~ a . F4' 'r'7.. S ~1, k~. O LOT AREA: - 34,997 SF (0.80 AC) 34,997 SF (0.80 Ac) 10,000 Sf. (MIN} EX, FIRE k?D ~i~~ ` ~ '~y t i ~m Ytr.; a s ~ ~ w EXIS.T~IVG LOT WIDTH: 200' 200' 100' (MIN) ' • I ~ ~ ~ s ~ LOT DEPTH: 175' .175' 100' (MIN) BUILDING FOOTPRINT 1,979 5f 5,850 Sf. - - - - z - - ~ - - _ - (F.A.R.) 5.6 ~ 18.7 X - - - - :V~3 : - ~tA 1__ Cj f ~ ,p}~o- ~ d' e~r~~: ~a k~ ~T ~ ~ ~j { € r ~ G'ROSS FLOC AREA (Sf.); 4,507 Sf. - - - - BANK (F.A.R.) - - - - ~1 J . _y ~ ; ~ ~ ~a i r ~ ~ ~ ~ 12.8 ~ Y ~ ' , ' ; ' i ~ ~ ~ ~ ~ :a 1 ~ s . ' t 1~10SS AREA (Sf.) 1,343 Sf. RESTAURANT (F.A.R.) 3.8 % - - - - r. i ~ k, r ~1= , E ~ , r y" +a ' ~ I~t (FRONT) 15' (TO PAVEMENT) 25' ~ 4' t n ~r it p~; i ttt~ 1 _.Pf ~"ht,,' ~~y,Y4~ ~ ~;fjl.nx'. Y..l i It Y~ ~,1~. .M1 'S),y4. k SETBACKS (ft,) (NORTH, SIDE) 8.5' (TO PAVEMENT) 10' - ~ , ~ ~ ~,1, ~ NURSERY AD ~".fil` t;,_~ ~ ~ DLD OLD 1T (TO BUILDING) (SOUTH SIDE) 5' (TO DUMPSTER) 10' ~ 1 wiw.d je ~ ~ -P;~,~ Mh. .4 h r } Y ~ ~ r . ~ , TAMPA 5.78' (TO PAVEMENT) ~ ~ ~ ~ BELLEA/R AD - -a~;.~ ,w, BAY ~ ~ ~~~r~~~ BAY (REAR) 0' (TO PAVEMENT} 20' BUILDING HEIGHT (ft.) 29'-0' 25' (MAX) PAVED V.U.A. (sf.) 29,342 Sf. 19,128.Sf. - - - - SIDEWALK AREA (sf.) 0 1,388 Sf. - - - - 3 y IMPERVIOUS AREA (RATIO) (sf.) 31,287 Sf (89.43 27,721 Sf. (79.2X) 95X (MAX) ~~-a~ ~ p, y , "fit- PERVIOUS AREA (sf.) 3,710 Sf (10.6X) 6,714 Sf. (19.2X) - - - - tf~ ~ - ~ ~ ~ ~ e F i ok '9Pok ~ • a INTERIOR LANDSCAPING AREA(X ~ PAVED V.U.A.) * 2,088 Sf. (10.8X) 10 X (MIN) Styr. R. ~ M P„y ~~;p iy PARKING SPACES PER SECTION 3-1405 0 30 INC. 2 H/C 28 REQIRED c r.. ~ BANK T~IJ.ER sraaclNC o 12 vEHICLES _ _ _ _ ~~E i~LA9~ APi=~O~~D CASE ~u~S~o - ~ WEEKDAY WEEKEND CASE T I PE MIN SQUARE MINIMUM ~S ~ ~ b TYPE OF USE PARKING , FfG ' RE(1'D N~91]' I NighCe~: Day Day Evening ~Ev nirig: Day Day 'Evening kEVenm DRC DATE READ Midrnght~rMidnight 9a.m.- gam Gpm 1{ 6pm ~ 9a.m.- gam • sp.m IGpm. CD~ DATE r • ~ 6 a m l 6 n m ~ 4 p.m. 4pm ~Xldnfghtl(midni~ht 4 p.m. 4pm midnightj~midnyyl SIGN pTD 5°l0- ~O~o ' 100% 50% 100[q~~10D~,,; 10% 50°h 5%0 100, r1 I ~ ~ DATE ~ Office (bank) 4 4507 18 028 0 90 ~ 18,03 , ~@y 1.80 0 90 N.T.S. " _ ' SCALE 1 200 0 ' Restaurant 15 1343 .20145 , ~ i 10 W 20 70 07 2015, btals 585D 38 28 12 ~ L...21 ~~tgtgllJJJI NOT VALI ESS SIGN 8 SEAI.® BY:::' tl1•tC..~s;,C,~; ~ cP I ~ ~ . a~ ~1~~J GBtALD P, GOWSH ~ ' ROROA PROFESSONAL BVC~ Na 21~`A0~ ' i A3°~ 0!" ~ry ] Pl p,, ,rr ~~r` . Pl ~~1((+~~+~vf11 Vr•~ ~q 4~e~. dJ V~ y91/11~~ ~v tip. ~ IJO /~J111iIII~tr,`,\• Pre are d b • a3RIGINAL RECENED NOV 012006 SHEET NO SHEET DES RIP C TION 0 ISH CRYNO ClOEARER C-I OVE C R SHEET (X, s ocIATEs, Inc. C-2 E XIST(N SITE ~ G DEMOLITION PLA N L1.,~ CIVIL ENGINEERING & LAND PLANNING EB 2659 C-3 PROPO E S D SITE PLAN C-9 PAVIN G GRADING ~ DRA(NA E PL G AN 272 Old East Lake Rd. C-5 LANDSCAPE PLA N ~ 33756 Tarpon Springs, FL 34688 C-~ ~ • PROJECT DETAILS Ph (727) 938.2839, Fax (727) 934.0994 DATE: 10/02/2006, REV.: 10/31/2006(*) SHEET: C-1 OF 6 JOB N0. 06-009 0 • SEC 2a , TWP 29 S., RNG. 16 E. _ ALUMINUM LIGHT POLE -ELECTRIC BOX SITE LEGE(~; LEGAL DESCRIPTION: -FIRE HYDRANT CONC. LIGHT POLE _ -GRATE INLET ! 1NAT PART OF GOVERNMENT LOT 4 LOCATED IN SECTION 2Q TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNT?; FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM A EXISTING GROIN H.EV = tX63~~ POINT ON 1HE EAST RIGHT-OF-WAY LINE OF U.S HIGHWAY 19, SAID POINT BEING LOCATED -MONITORING WELL SOUTH 89' 19' 48" EAST ALONG THE SOUTH LINE OF SAID SECTION 20,100.01 FEET,• THFJVCE RUN NORTH Ot' 26'21"EAST, 350 FEET ALONG THE EAST RIGHT-OF-WAY LINE OF 0 20 40 60 EX FIRE HYDRAM' _ U.S HWY 19 FOR A POINT OF BEGINNING (P.0.8. ~ 2); THENCE CONTINUE NORTH Of' 26' 21"EAST -SANITARY MANHOLE ALONG SAID EAST RIGHT-OF-WAY LINE 200.0 FEET,• THENCE SOUTH 89' 19' 48" EAST 175 FEET,• ~ 1~ THENCE SOUTH O1 X6'21 ° WEST 200.0 FEET; THENCE NOR1H 89' 91' 48" WEST 175 FEET -WATER VAL vE PRQPO`~ RNAL _ ~ TO 1HE POINT OF $EGINNINC GRAPHIC SCAi.E: i" = 20' -WOOD LIGHT POLE SI~FACE DRAINAGE FLOW = .-.rv.,N.p SCRIVENERS ERROR.• 1'~ THE LAST' CACL OF THE A80VE LEGAL OESCR/PITON READS, NORTH 89'9!'49" WEST f75 FEET. IT WATER METER (1") _ 1t ~lr~t----- SHOULII READ, NORTH 89' 19' 48" WEST 175 FEET. y ~ TOP- 5.67 , » ( ) -10 PALM TREE INVERT- 6 ~ ~ , (1.67) S 0 ~ y 9 6~ 6~ 1~ CONTAINING 34,996.8 SQ. FT. {0.803 ACRES) MORE OR LESS y~ { ~ y• 5• 5• a 6 ELM TREE ) 3 c ~ ~ ~ ~ 1 ~ < < < y.y G 5 5~l GQ~i _ 6• , I ~ NOTE.• ELEVA11aNS SHOWN HEREON ARE !N PARENTHESIS AND ~ - 30»RCP ti/ ~.1~ ~ ARE BASED ON 1988 NAVD. 5.93) (-rs / STOP-(5.34') J 6~ g0 ~ 6, 6 ~---------------U~~ 1'~ s s .SQ, . INVERT-(1.49') NOTE 3 GRASS ~ J ~ ~ 6• y~ y~ INVERT-(1.34') IXISIING ~lE INFORMAl10N OBTAINED FROM FIELD SURVEY y 6 A ASPHAL T COMPLETED BY: FLORIDA BENCHMARK, Inr~, LB 6947 ~ ~ ° ~ y2 9 ~ S ~ S 01 23 50 W ~ 52~ RtF NO.: D4 2812, DATED 1Aj19/2l)04, REU. 02/o7/2oa~ 9 6• .19994 (MJ GRASS ~ 6- { ~ 5.01° 26' J { N 2 "VV. 200.007L1 , ~ ~ 1 ~g ~ 1 y g1 A•1 2 00 1. ~l 6• , 6 FN/D ~ - 0 g1 ) ) ~ ~ - _ 92 p~ ~ # 3889 - h• 6. J FN/D , CLEARING AND GRUBBING NOTES: 25 DRIVEWAY EASEMENT PER 4 ~ 3889 y O.R. BOOK 3856, PAGES 824-828 y' 5~~ ASPHALT PERPETUAL 25' 1NGRESS/E•GRESS EASEMENT Et4S11NG BI~KFlAW ~ 5' 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL 8E PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S EX. INLET S-2 PER P lER 2 UNE O.R. 800K 3939, PAGES 685 ASPHALT t t 2 METER TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS IT SHALL 8E THE FN D TOP-(6.31 , CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO !NV ~ ERT- 3..41) Sy , ~ ILLEGIBLE 6• 0.5 CONCRETE CURB TYPICAL S ~ TREE5 SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE •~6' 1~ ~ -~-1--- OWNER. ~ 60.4' OZ ~ t ~ 2~ 6• Z~ ~ 6 g~ ~ 3 ~ 11 y 2 ~ 6• N~ 2 6 ~ 5 ~2~ 2. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER {HAY BALES OR SILTATION CURTAIN) TO ~ PREVENT SILTATlON.OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. ? • 6 ASP ' ~ ONE STORY ~ HALT r 2~ 4. ~ CONCRETE 4 n 10 ~ a CBS '4 3. THE CONTRACTOR SHAtI CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. ~ 6• II CARWASH o . 29 { t~ CONCRETE 2 1 DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH 01HER APPROVED LANDSCAPE MATERIAL 1' it (6.74) , . 6 2) IMMEDIATELY FOLLOWING CONSTRUCTION. 6• ~ , CONCRE 6 ~ > 60 TE 6 S .4 { ~ A~ ~q') 4. THE TOP 4" TD 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE II S) ~ ~ ~ ASPHALT 0 5• ! 5• DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. l ~ ~ ~ 32 6y ~ ~ o (6• t6. II ~ ~ 6 , 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ~ ~ 10 ! i 3 CONCRETE ~ ~ ~ ~ 12 APPLICABLE REGULATIONS ONLY "GRADING BY NAND" 1S PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. ~ ~ 1 ~ , w w u ~ t~ --~vl~e 4 ~v : o ~ ~ ~ p o , 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES 6 .5 11 0- ~ y~ 1 • 7 • ~ J EX. INLET S-1 i\ ~ y.S t { M~ ~ ~,II 3 To- ~ N ° • o ~ ~ P (5.52) ~ S.S~~ 7. (T IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. ~ ° rn ~J INI/ERT-(3.42) Q ~ ~3 ~ ~ Uj ro 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SI77= AND WILL 8E RESPONSIBLE onlE STORY 2 FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE ~l rn CONC. X. INLET .S-3 rk CBS ~ INCORPORATED WITH THE NEW FACILITIES SHOULD AND'ISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR .CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO . TOP- ~ 5 5 C ~ 32 3' ~ ASPHALT N SIG ~ (5.5 ~ OMMERCIAL 6. 1 2 ~ a~ , 1N1/ERT-(4.31) BUILDING CANOPY ~ 6 ~ ~ 3~ ' S 93 ~ DEMOLITION. ; ~ 9 y• ASPHA # 18419 ~ g5 LT Z ~ 6. ~ (7.02) , 9. DUR/1VG CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL 8E PROTECTED BY ti p ~ { ~ 19.9' _ ~ 61 SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL 8E MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS 3 n r , _ _ . - 1~ ~ - ¢ 70. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENII=D PRIOR TO THE START OF CONSTRUCTION csW 3 10 2 6• oo,~ AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE 6• B S 10 1 1 ~ / 1. 1. 1 • 6 6 11 1'~ . DEMaLITION NOTES; 1 ~ ~ 50 EASEM NT ~ 1 E PER { ;c 1 • ~ ~ O.R. BOOK 3856, PAGES 824-828 ~,i ~ ~ 36 UNDERGROUND CONCRETE WATER MAIN ~ ~ , ~ ?j INSTALL SILT-SCREEN ! )AROUND PERIMETER OF PROPERTY. SEE DETAIL BELOW, o q ~ g ~ 3 1) 61 z sTREEr ugir 13 6~g~ ° ExlsT. ~ ~ ( ) RASS 3 • 9 , ~ ~ RAS a LOCATE EXISTING WATER AND SANITARY SEWER SERVICE LINES AND CAP AT PROPERTY LINE, VERIFY THAT ALL UTILITIES (ELECTRIC, GAS, Etc.) HAVE BEEN DISCONNECTED, DEMOLISH 8~ REMOVE s 93 ~ GRASS 1 • 1 - EX. BUILDINGS AND CANOPY. F!R 1/2 > > ~ , o~ ~ 6 ~ 1 l~ FIR, 1 2 ~ 6• 6 69~~ a REMOVE EXISTING ASPHALT, BASE, CONCRETE CURBS 8~ SLABS; EX. DRIVEWAYS AT E, R/W OF US, 19, REMOVE EX, STORM INLETS 3 AND STORM PIPE BETWEEN S-3 8~ S-2. ~ 5 CSW 1,0 ~ 1 1• 1• EX, STORM INLETS S-18~ S-2 SHALL BE REPLACED AS NOTED ON .SHEET C-4. 3 N,01° 26'21°E 200,13'(Ml N.OI° 26'21 200.007U 3 NEW INLET S-2 SHALL BE RELOCATED AS SHOWN ON SHEET C-4, S 16 ~ , EXISTING TREES TO REMAIN SHALL BE BARRICADED PER DETAIL ON SHEET C-6, 1• 5 1) ~ ~ 1~ 5 q2 S~ ' < ~ 3 p ~ ~Ot9~tl11JOtll ~ ~ 1• 1 1,3 EP ~ ~ REMOVE TREES AS DENOTED; o'e ~ •r v •I, VAI,II U • SS Sit, : 1'~1.f~11,U I3'~. GL;ItALll ~ G(~ULISH M ~ NORTH BOUND LANES A~ Y ~ . IZQRIUA PROFESSION~I;'1~`~I~ No. 2 344° ; ~(y ~A0911~~~~~~ ~ , '~~~'~ON C°~~~ ~ ~ ~ 91 1 > > ~ 8• g S 62 y ~ ' , S• 9 5> > > S ~ 1 ~ 8• S. a•~ DWner/Developers RECEI4ED 18419 US. H~hY 19 N. .9 9 2~„ 9~J, d, ~J J J • 90 • ~6' • 8 ~ NOTE: PLACE SILT SCREEN AROUND 'EEN AROUND PERIMETER OP CLEARWATER RETAIL PARTNEl3 LLC IVp~ 012006 CLEARWATER, FLORIDA ~ ~ • ~8' SITE BEFORE STARTINCf ANY C 2' CONCRETE CURB ~ ~ARTING ANr cONBTUCTrON. 630 CHESTNUT STREET U . c>:ar>:trrnt: cRrTT~IA CLEARWA TER, FLORIDA 33756 PLANNING DEPARTMENT C U LI S H CRYOF CIEARWATER 1 S. H I G GRAt3 T~SII.E STRBVGTN q0 1E5 HW qY 79 ~ TRAPEZOIDAL. TEAR 35 i8S / ~ Ph; 727, 723,3771 # 1~ L3{~5T taa Psl / GRASS MEDIAN ~ ~ tqq i ~SOCIATES INC. ~ , VU. BY DA1'1; RE~~ISIUN DE5(,RIPTIUN gVIL ENGINEERING & LAND PLANNING EB 2659 tI00D 2'X4" POSTS ~ OTE TO CO~TRACTDR: c ac I.) ALL ABOVE GROUND AND BELOW GROUND UTILITI#=S MUST 272 Old East Lake Rd. Tarpon Springs, FL 34688 M9d 4' OP DIRT y' BE LOCATED BEFORE STARTING ANY WORK ON SITE. Aeove sOTTO~ W + Ph (727) 938.2839, Fax (727) 934.0994 CALL SUNSHINE AT (I-800-432-4110) POR UTILITY LOCATIONS of su.T sCR~t A MINIMUM OP 48 HOURS BEFORE STARTING ANY WORK. P~~SS~MB~D 51~T S 2.) ER0510N CONTROL MEA5URE5 MUST REMAIN .D 51~T SCREEN EXISTING SITE & ~rre T\Lil fl~T TITT/~~1T TIT A l°T IN I At; I I H1~UUGHUU I GUN511~UG I IUN. 1)MV1UL111U1N rIJAIN SCALE 1" = 20' DATE- 10/02/2006 SHEEN C-2 OF 6 JOB NO.06-009. SEC 20 , TWP 29 S., RNG. 16 E. ATE LEGB~c CONC. OR METAL LIGHT POLE _ -R- I3Al ~ ~ - ~asTlrlo G ELEV = ~X6 Ex FIRE HYC~4ANT FDOT ILEX 304 = 0 20 40 60 TRUdCAT® DOBIE PROPOS® FINAL H.EV. GRAPHIC SCALE 1" = 20' DIAGONAL PARKING st>~=ACE D~INAC~E R.ow = LEGAL DESCRfPT10N: EX. ASPHAL T GRASS THAT PART OF GOVERNMENT LOT 4 LOCATED IN SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS• fROM A PO1NT ON THE EAST RIGHT-O! =WAY UNE OF U.S HIGHWAY 19, SAID POINT BEING LOCATED SOUTH 89' 19' 48" EAST ALONG THE SOUTH UNE OF SAID SECAON 20,100.01 FEET,• SOl° 23' S0"W, 199,94(M 1 THENCE RUN NORTH 01' 28'21" EAST, 350 FEET ALONG INE EAST RIGHT-DF-WAY UNE OF EXISTING PAVEMENT TO REMAIN & S Oi° 2 • GRASS 6 2i"W, 200,00lL} OVERLAYED W/1 PC-1 ASPHALT U.S HWY 19 FOR A POINT OF BEGINNING (P.0.8. # 2); THENCE CONTINUE NOR1N Ol' 26' 21"EAST ALONG SAID EAST RIGHT-OF-WAY LINE 200.0 FEET; THENCE SOUTH 89' 19' 48" EAST i75 FEET,• THENCE SOUTH 0176'21" WEST 200.0 FEET THENCE NORTH 89' 91' 48" WEST 175 FEET TO THE POINT OF BEGINNING. SCRIVENERS ERROR: THE LAST CALL OF THE ABOVE LEGAL DESCRIPT)ON READS, NORTH 89'91'48" WEST 175 FEET. IT SHOULD READ, NORTH 89'19'48" WEST 175 FEEL * ~ >n n c Bq~c flw CONTAdNING 34,99fi.8 SO. FT. (0.803 ACRES} MORE OR LESS ~ ~ 2 urn STOP SIGN I~ ~ I IA t t 2 METER N T N I ~ ~ a~ S TE TR ~ NGLE DO O E TER ~ ~ iLA (107 SF 15 x 15 a NOIF' ON REVERSE SIDE EXISTING 8 C R 3' r -R 2_ S.S. LATERAL . / PER CITY ATLAS ~ .r ~ * NEW INLET S-2 INTERIOR LANDSCAPED AREA 729 SF { ) ~ , ~ I NEW INLET S-2 EX. ASPHALT R 3 ~ ; IEw INLET S-2 iNTER1oR LANDSCAPED AREA fA7SANG Sl)ElNfORMA110N OBTAINED fROM FIELD SURVEY I COMPLETED BY fIORlDA BENCH,~ARK, In~,1B 8947 ;o C RB ~ ) SITE TRIANGLE ~ o ~ I ~ " ~ ;ice FILE NO: 04-2862, DATED f0/t9/2004, REV o2/0~/2~05 15 x 15 f ` R 1 5.0 EX. ASPHALT • b . ~ 4 r ~ ~P': CANOPY N • ~ ; ~ ~ ' NOTE• ~ * 3 IIIIII ~ ILA 84 SF m ~ 8' X 20' ( ~ RELOCATED 5.8 m PUMP STA. v~~' s'' EX. ELEVAT)ONS SHOWN HEREON ARE IN PARENTHESIS AND ARE BASED ON 1988 NAVD. ' R 2.5' a 17.8 / I i EX. PUMP R 2.5 ~ ~ _ ==a • 0S-1 INSTALL STA.TO BED a V J ~ / GREASE TRAP RELOCA ° h= ~ ~ jL~~i ~ h~_-J~ ~ ~ ~i o ~ ~ ~ ~ ~ I• BANK . BANK SUBWAY • ~ o ~ Z a 4,507 SQ. ~ J m 4,507 SQ. FT. , ~ ti : 3 s.1' EX. INLET S-1 O F='==a • ~ BANK ~ ' ' ti o ~ 3 - a 4,507 SQ. Fl: SUBWAY io 0 d' ' ? R2' OO ' s ~ n E%1STING z REFER TO ARCHITECT PLANS 1,3Q-3 SQ. FT: ~ ~ R2 R2 1. ~ FOR BLDG. DltuiENSIONS p. ~ f8' ~ ~ rn N BANK DRN~ TNRiI CURB )RNA TNRi1 V~HICI.~ STACtt(NG t12 V~~ItC~S) n a ~ u.i Z R EL= 9.00 NGVD Q 6.3' ° ° ° w SCALE: i" = 20' 8.8' ~ ~ OD w ALL MECHANI N `t ~ ~ 4 to Q CAL EQUIPMENT r N~ CO Z ~ YVILL BE ROOF MOUNTED ~ * Z ~ ~ ~ ~ N E j ~ 1 ~ ~ ~ M.H. SIG °D 00 . ui ~ \ ~ ILA {292 sF} : e w . - " v ~ ~ • ~ ILA (i23 SF ~ ILA 185 ~ ° ? R 2.5' - XISTI 4 ) { ~ SF) ra' ST R~~G '0 ~ ' ILA 136, SF) ~ r ~ l*) •2 ~ w o_ TYPE CUR _ - o B ~ TYPE CUR ~ • ~ ; ~ C=am - - - - $ " ' _ 5D EASEMENT PER _ -rn _ p r~ SITE TRIANGLE - - - - - _ -4' DRIVE ~ ~ O.R. BOOK 3$56, PAGES 824-82$ a - _ , ~ 36 UNDERGROUND CON R 15 x 15 ~ _ _ o ~ C ~ .WATER MAIN 6.8' ~ ~ g r c~ r .i R R4' ~ r r r / r r 9' R 4.5' a •r r r 9 o r EXISTING N ~ N _ tl• R 2' r , W CURB / 0 7 6 co ~ ~v~ r TREES G _ ~ ~ - - r PROPOSED BUILDING ~ EX. ASPHALT B•5 J , r. - " , ~ EX. ASPHALT iL FLOOR ELEV, ' ~ _ sus 3 N OJ~ (n LANDSCAPED AREA ~ , ~ co ~ - EXISiiNG SIGN TO MEET CURRENT CODE REQUIREMENTS: ' 24' DRNE ° 9.0 NAVD 1988 ~ DSCAPED AREA ~ INCLUDING HEIGHT, SIGN AREA, SETBACKS, ETC. ~ Vl~tT. CURS I L i O O ® ® ~ ~ _ - ilil~l I-I~II_I II Hff1 STOPS , ~ 41HEEL STOPS ~1 , pS(**} i I ~ TYPE CI1R6 _ EX. ASPHALT I ~u~ ii TYPE `P CURB L T0~ i ;~-IYP. PARKrT~ SPACE 18.0' PARKING ,~~~illll „ETYp, PARKING SPA TYP. PARKING SPACE 18.0' 5' CSW RIGHT TURN ONLY ,e 1ANDSCAPE AREA >:a ~*)S. PARKING AREA CROSS-SECTION SITE IAN VARIES 5-C HIDE TR GLE R 35 TE SCALE: i" = 10' N.OI° 26` 21 E. R 25' 20' x 20' 200.13(M} ° , a N,01 26 21 200.OOfL} * NEW ENTRANCE DRIVE Ep PER FDOT PERMIT TRt~ ~ TRIES z PROPOSED ti BUILDING I I s 3 e i~8 v} s~ slate. sus ~ sus FLOOR ELEV, ;CO ul' ~ ~ 24'GDRNE T Sn! ~ 9,0 GAVD i988 ~ ' ~ NORTH BOUND LANES i O Q ~ # ' T VALID L:~SS ~IGI\ ~ i~ ~ , ~ > : 110, ~ , . ~11~11~11II i~II H j III"'III II WREEL STOPSt;~*~ ~ 'TYPE "F" CllR6 ~;c PLIWTfie il, H~ ~ 6 6 i n ~ ~L~i'II ~ TYPE "F' CIIP.B ~ ~ i i GERdLD1' Gy LSII G~ ~ TYP PARKING SPACE 18.0'-x; ~ ~ y ~ ~ ~ { ; LANDSCAPE ARFA ~pE AREA W. PARKING AREA CROSS-SECTION FI.OIUllA1'ROFESSI01\'t1~N.~C~,v ~~iis~Ia' , 15' 1fIDE 1fID1: SCALE: T' = 10' 'r~F ~~i., o Q'11. ~ ; 2' CONCRETE CURB r~!(liltif U. S. HI GH W A Y 1 9 Owner/Develo er: ®RIGINAL 18419 IJS. HAY 19 N. RECENED CLEARWATER RETAIL PARTNER LLC NOU 0].2006 CLEARWATER, FLORIDA 200' RIGHT-OF-WAY 630 CHESTNUT STREET CLEARWA TER, FLORIDA 33756 PLANNING DEPARTMENT ` OU LI SH NOTE TO CONTRACTOR: Phi 727'233771 cm~oPC~EARwaTER 1~ IJ ALL ABOVE GROUND AND BELOW GROUND UTILITIES MUST ND TE.• ASSOCIATES, INC. $E LOCATED BEFORE STARTING ANY WORK ON SITE. N0. BY llr17'E RI•;VISI01\ lll•;SCRIY'TION GVIL GINEERING & LAND PLANNING 26 CALL SUNSHINE AT (I-800-432-4110) FOR UTILITY LOCATIONS ALL ON-SI TE UTILITIES SHALL BE PLACED UNDERGROUND A MINIMUM OF 48 HOURS BEFORE STARTING ANY WORK. INCLUDING OUTDOOR LIGHTING LINES 1 GPG 10/02/200 REVISED PER CLW DRC MEETING OF 8/31/2006. 272 Old East Lake Rd. Tarpon Springs, FL 34688 2J INSTALL SILT SCREEN AROUND PERIMETER OF r*} Ph (727} 938.2839, Fox (727) 934.0994 CONSTRUCTION SITE BEFORE STARTING ANY WORK. SEE SILT SCREEN ( )DETAIL ' AND LOCATION ON SHEET C-2. 2 GPG 10/31/20D6 ADDED WHEEL STOPS & RELOCATED He PARKING SPACES PROPOSED PER WAYNE WELLS MEMO 10/30/2006. SITE PLAN 3.) EROSION CONTROL MEASURES MUST REMAIN . INTACT THROUGHOUT CONSTRUCTION. SCALE 1"= 20' DATE: 10/02/2006 SHEET G3 OF 6 OB NO. 06-009 - r SEC 20 , TWP 29 S., RNG. 16 E. SITE LEGB~; I NOTE.• ELEVATIONS SHOWN HEREON ARE IN PARENTHESIS AND ARE BASED ON 1988 NAVD. CONC. OR I~TAL LIGHT POLE _ --R-, ~ EXISTII+~ GROUI~ ELEV = 1X63A~ • 11 5• 6'~ ' INl/ERT- 1.67' S 0} , , ( ) 5• g 1~ EX ARE HYDRANT = ~ 0 20 I 40 60 ~ 5• 0 6~ 6~ 1~ 5~ ~ 6 9 9 6 I I I ~ PDOT ILEX 304 = 1 ~ TOP- 5.6 ~ ~ ~ ~ / _ _ - _ _ - - _ 6 (1.67)DIAGONAL PARKING / / - ~GQ /4 ~ ~i~Q T~AT®Don~ ~~o LEGAL DESCR1P710N.• GRAI'H!C SCALE: i" = 20' ~ ; ¢ raP- (5.34) PROPOSr~ Pte- 8-~• - ~ .THAT PART OF GOVERNMENT LOT 4 LOCATED IN SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 5.93' ~k ____297_30 RCP 04.11 /tk 1NI/ ( ) s / FI ERT (1.49) EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARACULARLY DESCRIBED AS FOLLOWS: FROM A ~iFACE DRAINAGE ROW POINT ON THE EAST RIGHT-OF-WAY UNE OF U.S HIGHWAY 19, SAID POINT BEING LOCATED 8~J EX. ASPHALT 6 " Tk ~ 6.3 GRASS , .J J so~ 5l ) II J J 5 ~5 SOUTH 89' 19' 48" EAST ALONG THE SOUTH LINE OF SAJD SECTION 20,100.01 FEET,• ]HENCE RUN NORTH Ol' 26'21" EAST, 350 FEET ALONG THE EAST RIGHT-OF-WAY LINE OF 6' I l a U SOl° 23' S0'W, i99,94~M) ~ IN!/L4T- 1.34' U.S HWY T9 FOR A POINT OF 8EG1NNiNG (P.O.B. ~ 2); ]HENCE CONTINUE NORTH 01' 26' 21"EAST g~ 8 III ( ) 6.g 6• EXISTING PAVEMENT TO REMAIN & ° - GRASS ALONG SAiD EAST RIGHT-OF-WAY UNE 200.0 FEET,• THENCE SOUTI! 89' 19' 98" EAST 175 fFET,• THENCE SOUTH OT76'21" WEST 200.0 FEET,• THENCE NORTH 89' 91' 48" WEST T75 FEET ~ v A _ f 1. S,Oi 26 21 W, 200.OOIL) ~ 0 ERL YED W/1 PC 1 ASPHALT N ~ TO THE POINT OF BEGINNING. ~ ~ 9 } -0 55 1 ~ 2 li og k ~ 3 SCRIVENERS ERROR.• INE LAST CALL OF THE ABOVE LEGAL DESCRIPTION READS, NORTH 89' 9f'48" WEST 175 FEET. iT l~ ~ g 2~ \ .g o 5 6. SHOULD READ, NORTH 89' 19' 48" WEST 175 FEET. \ CONTAINING 34,996.8 SQ. FT. (0.803 ACRES) MORE OR LESS NOTI< u EX1S11NG SIlE INfORMA110N OBTAINED FRO,b! FJEID SURVEY STOP SIGN I ( I 1 t METER COMPf_EIED BY: RORIDA BENCHMARK, fns, LB 6947 DO NOT ENTER 0 ' x 1 ' EXISTING 8°C ~ ON REVERSE SIDE ~ S.~ FILE NO.: 04-2812, DATE© 10/19/2004, RED 02/07/2005 • ~6' 16 ~ PER qTY A J 0• \ ~ 1 6. . ~ nas NDTE' EX. ASPHALT ~ h' ~ 1 I _ EX. ELEVATIONS SHOWN HEREON ARE IN PARENTHESIS AND ARE BASED ON 1988 NAVD. ~ ~ / DUMPSIER~*~ ' ~ ;O 6• .TYPE r ~ I TE TRIANGLE OZ ~ ~ ~ CURB ~L ~ / SEE ~ c-6 r h ~ ~ 0 ~ 61 ~ t ~ GRADING AND DRAINAGE N07ES: g 15 x 15 ~ .h• h 0 ,k ~ 6. EX. ASPHALT STOP SIGN ~6) CANOPY , * DO NOT ENTER 9 3s' X 20' o 111111 e., ~o B Ik RELOCATED 1. AIL SNMPS, ROOTS AND DELTERIOUS MATERIAL, (l.E; MUCK, PEAT, BURIED DEBRIS), SHALL BE REMOVED FROM ON REVERSE SIDE ~ .y = 6• m PUMP STA. THE PROPOSED BUILDING AREA, PAVEMENT AREA AND EXCAVATIONS USED FOR THE 1NSTALLADOM OF ANY PIPING. ' w _ ~ ~ 0.02 ~ E MP " ~ ~ EXCAVATED AREAS ARE TO BE BACKFIILED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS ALL DELETERIOUS MATERIAL SHALL BE STOCKPILED AND REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. g ALI~ ~ / NEW INLET S-2 * NST * ~ 6• ~ v J ~ 6 STA.TO BE 6 ~ / Z ~ SEE SHEET C-6 GREASE °w O , . > 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PR07ECDNG EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE . ~ 3 ,1 RELOCA a h p N S J 11 , ~6• + TOP® 8.5, TH ®7.8 m + a ~ D 0 BRALYN(;, SHEETING OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES a •t ~ ~ INV. ~ 3.50 NW, o ~ ~ 6` p 6.6 ~ INV. 3.40 E. ~ 6• o ARE BEING PLACED. DEWATIRiNG SHALL BE USED AS REQUIRED. ALL STORM SEWER PIPE SHALL BE REINFORCEb CONCRETE CLASS 1V (AS1M C-76) UNLESS OTHERWISE NOTED. °D a OS-t SEE ~ a 1 ~ \ 1 EX. INLET S-1 v~ a ~ 9 ~ \ 3 6. 4. ALL STORM STRUCNRES SHALL BE GROUTED 70 1HE INVERT ELEVADON OF THE STORM PIPE. STORM PIPE SHALL ~ 10 v A SHEET C-6 BANK 6 ~ w ~ 6• REPLACE PER ~ o o ~ ,k a DETAIL SHEET C 6 BE SAW-CUT EVEN WJTH THE STRUCTURE WALL GROUT AROUND PIPES FOR A WATER DGHT AND SMOOTH FINISH. z 0 4,507 SQ, FT t SUBWAY ~ ~ o0 6 9'~ EXISnNG > a S REFER * ~ ~ ~ TOPC~ 6.00, 6 . 5 z 6 TO ARCHITECT PLANS 134 ~ ~ 5. ALL DRAINAGE STRUCNRE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE ~ • ~ . 2 x o ~ 3 SQ. FT. i` THR4AT ®5.5 CURB a N ~ FOR BLDG. DIMENSIONS FDOT INDEX 304 0~ ~ 6 ~ N TRAFFIC RATED FOR H 20 LOADINGS rn ~ ~ Z a INV.C~ 3.42 ~ - u.l ~ ~ FLOQR EL.= 9.00 NGVD SIDEWALK CRt2 ,g0 ' p ° ° 6 THE CONTRACTOR 1S TD SOD THE RETENDON/DETT:NDON POND WiTH SAND GROWN BAHIA GRASS IMMEDIATELY Q ~ ~ 0 3 W x fi L FDOT INO 1~~~ N CD - D; a EX 304*~ ~ 0 i - Z FOLLOWING CONSTRUCDON OF THE POND. C9 ~ ~ ~ SPILLWAY 8 SIDEWALK WITH ~ 1.5 m Z 7. MATERIALS AND CONSTRUCDON METHODS FOR STREETS AND STORM DRAINAGE CONSIRUCDON SHALL BE 1N ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND/OR LATEST FDOT DESIGN STANDARDS ~ SEE SHEET C- gS GRASS STRIP CRt3 ~ ° ° o rn rn M.H. 6 ~ ~ r,1 SIG ao 8,9 8,9 rt , 8. ALL ELUPDCAL REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS AND SIDEWALKS SHALL BE WRAPP® K77H MIRAA 14DN FILTEN FABRIC OR EQUAL FABRIC TO SE A MlN. OF 30" IN WIDTH AND CENTERED ON PIPE'S JOiNT. S ~ 0 7 S/W ~ OZ ~ ~ oo W 1 ~ 9. THE CONTRACTOR SHALL CLEAN ALL EXISTING STORM DRAINAGE PiPE AND STRUCNRES OF ALL DEBRIS, TO INSURE A FREE FLOWJNG DRAINAGE SY571=iN AND SHALL BE INSPECTED 8Y THE ENGINEER BEFORE THE PROJECT IS ACCEPTED. 5~ ? h l 1 - a ~ 0~ ~s a TYPE CURB O w V 6~ . MEET AN 9 J ~ - 9h •9 TYPE CU~?,~ . - - ~ , D MATCH _ X ~ : ~ r7 C=am ~ 1. S - _ - - _ _ _ _ _ _ _ .~_-=r- _ a 50 EASEMENT PER PAVING NOTES: EXISTING - ~ _ - - ~ , SITE TRIANGLE _ _ 6 a ~ p~ O.R. BOOK 385t% PAGES 824-828 1. PAVEMENT FOR THE PROJECT SHALL CONSIST DF 7-T/2" ASPHALT, TYPE PC-3, OVER 8" CRUSHED CONCRETE BASE 15' x 15' ~ - - - 9s ~ ~ 6 ~ 36" COMPACTED TO 989 DENSITY, AASHTO T-180, 8"-SUBGRADE STABILIZED 70 LBR-40. a g 0• b 6. b ~ -----~-,,q~_______~ _ UNDERGROUND CONCR~ .WATER MAIN 6~ A~ g) ~a Q~ ~ 1 z ~ . 2 ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD 7 1 h 6 ~ + SPECIFICATIONS 971-12. PARKING STALL STRIPING TO 8E 4" 1470E PAINTED WHITE, UNLESS STATED OTHERWSE. < < ~ ' r ~ 1 5 ~ ~ ~ 6 to 6~ ~ ~ i- i 3: STANDARD INDEXES REFER 1O THE LATEST EDiDON OF FDOT 2006 "ROADWAY AND TRAFFIC DESIGN STANDARDS". w 2~ ~ ~ ~ 1• CURB ~ / •SS ~i ~ PAVING, GRADING & DRAINAGE TESTING AND INSPEC110N REQUIREMENTS: ~ J TYPE- F-eURB- ~ _ 1 0 TY'PE 'CURB ~ 3 - O T' 1. THE CONTRACTOR SHALL MAINTAIN THE STI7RM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF 1HE PROJECT. ~ EX. ASPHALT ~ , . •~y• / • • ~ _ - ' EX. ASPHALT 2 1HE CONTRACTOR IS RESPONSIBLE FOR COORDINATING TTiE APPLICABLE TESTING WI1N THE SOILS ENGINEER. 1FSTS 9 3 ~ LANDSCAPED AREA / \ - `S ~ 9 ~ LANDSCAPED AREA / , WILL BE REQUIRED PURSUANT WITH 7NE 1ESDNG REQUIREMENTS FOUND IN THE ENGINEERING CONSiRUCDON DRAWINGS ~l 5~ _ - 6 ~ 6 6~ - S UPON COMPLEDON OF THE WORK, 7NE SOILS ENGINEER MUST SUBMIT CERDFTCA DONS TO THE OWNER'S ENGINEER, STATING ]HAT ALL REQUIREMENTS NAVE BEEN MET. - ~ qg 2~ 0 - 5. • N ~c ~ ~ ~ RIGHT TURN ONLY ' BUILDING SLAB ELEV. 9.0 ~ 5 CSW 1 1~ 00 SITE TRIANG R 35' ° 20' 0' ~ ~ , N,OI 26 2i"E 200.i3(M) R 2 N,01° 26' 21"E, 200,00'(L) , EXIS' EXIST. CURB a~ , 16 tk~ + NEW ENTRANCE ELE ,I 5 DRIVE , ELEV. 6.85 ~~~UIVII~~Vii/IVJ~ DHWL ELEV. ~ 6.35 FREEBOARD A EP 5 PER FDOT P ~ ' ERMIT g8 0 t~ 1 • 3 ELEV. 6.35 I~O~~~~~VIUfUiy;ViUli~ eorroN 80Ti0M OF DETENTION AREA ~UI~~~UI~VyUi~~NViVIVIVi111ViVttllViUi~iViViUI~{il1VIVIUIVI G=am ELE ELEV. 5.35 ral~~~. G=am ~,ypf6tlpp;~~~ r G=am NORTH BOUND LANES T VALID i:. ~ 5 SIGA~FD`tC y BY: , 322 SQ. FT. ORIGINAL. POND BASE SURFACE AREA: ~ l0 210,E , y a 511 SQ. FT. NEW POND BASE SURFACE AREA: 3 ~ A GERALD P. GU~LI C~ , ~ ' , ~ " g~ 7 ~ ) C~ S• g.g 62 5) > 8• g ' FLOKIllAYKUFFSSI01\ALEV~;}I~,k;K ~0~1~1~4~~ ~ ~ w" a. ~ ~ 'l , S g.~ tkT ~t9~ A DETENTION POND SECTION A •..9 ~y y , , ; ' 2 CONCRETE CURB ~ 92 9 8 NTS rOf ~L ~~Ppt AB96 ~4e\.y 4 ~f. 6~ '81' > U. ~ ~ S. ~ H/ GH W AY 79 nl. Owner/Developer; ORIGINAL 18419 US. HWY 1~ N. CLEARWATER RETAIL PARTNER LLC RECENEp CLEARWATER, FLORIDA 200' RIGHT-OF WAY PROJECT'S COEFFICIENT OF RUNOFF COM 630 CHESTNUT STREET ~pU 012006 INOFF COMPUTATION CLEARWA TER, FLORIDA 33756 OU LI SH NOTE TO CONTRACTOR: SITE S SURFACE DRAT NAGE EXISTING EXISTING F Ph. 727, 723 3771 PLANNING DEPARTMENT iTLIVG PROPOSED PROPOSED cm of cLEARwATEIr ~ I.) ALL ABOVE GROUND AND BELOW GROUND UTILITIES MUST COEFF.(C) AREA SF (C) X A 1 ND TE. x A aREA(sF) (c) X A ASSOCIATES, INC. BE LOCATED BEFORE STARTING ANY WORK ON 51TE. ASPHALT PAVEMENT 0.95 24 341 23124 1 CALL SUNSHINE AT f1-800-432-4110) FOR UTILITY LOCATIONS ALL ON--SITE UTILITIES SHALL BE PLACED UN 3,124 17,565 16,687 N0. BY I)t~'fE Rh:VISION llESCKiIrI'ION CiVfL ENGINEERING & LAN P NN{NG EB 26 9 DERGRDUND BUILDING/CANOPY 0.95 3,838 3,fi46 A MINIMUM OF 48 HOURS BEFORE STARTING ANY WORK. i,fi46 6,610 6,280 INCLUDING OUTDOOR LIGHTING LINES CONCRETE 0.95 3,108 2,653 ?,953 3,958 3,760 1 GPG 10%2/2006 REVISED PER CLW DRC MEETING OF 8/31/2006. 272 Old East Lake Rd. Tarpon Springs, FL 34688 2J INSTALL SILT SCREEN AROUND PERIMETER OF GRASS 8, LANDSCAPING 0.20 3,710 742 CONSTRUCTION 51TE BEFORE STARTING ANY WORK. DETENTION AREA 1.00 0 0 742 6,353 1,271 Ph (727} 938.2839, Fax (727) 934.0994 SEE SILT SCREEN ( )DETAIL } 511 511 AND LOCATION ON SHEET C-2. TOTAL 34,997 30,465 ),465 34,997 28,509 2 GPG 10/31/2006. RELOCATED He PARKING SPACES PER WAYNE WELLS MEMO PAVINGi, GRADING 3.) EROSION CONTROL MEASURES MUST REMAIN _ 30.465 _ DATED 10/30/2006 EXISTING (C)- -0.87 PF - . INTACT THROUGHOUT CONSTRUCTION. 34,997 PROPOSED (C)= 34,997 -°'81 & GRADING PLAN SCALE 1"= 20' DATE: 10/02/2006 SHEET G4 OF 6 JOB NO. 06-009 i I FF I NT NOTE TO CONTizACTOR: LANDSCAPE BU ER REQU REME S 4 SEC.: 20, TWP.: 29 S , RNG.: 16 E. REQUIRED PROPOSED i.) ALL A>30VE GROUND AND S;=LOW GROUND UTILITIES MUST " NORTH: 17'-0" BE LOCATED BEFORE STARTING ANY WORK ON SITE. NORTH:5 0 0 20 40 60 ? EAST: 5'-0" EAST: 6'-O" CALL SUNSHINE AT (I-800-432-4710) POR UTILITY LOCATIONS A MINIMUM OF 48 HOURS BEFORE STARTING ANY fUORK. SOUTH: S'-0~ SOUTH: S'-O" NOTE: WEST: 15'-0" WEST: 15'-O" 2.) INSTALL SILT SCREEN AROUND PERIMETER OF GRAPHIC SCALE: 1" = 20' CONSTRUCTION SITE BEFORE STARTINGs ANY WORK, ALL HEDGE MATERIAL l}JHICH IS U1ITHIN THE 1 SEE 51LT SCREEN I )DETAIL S}TE LINE TRIANGLE ADJACENT TO U.S. 19 N. SHALL BE MAINTAINED BELOIU THE MAXIMUM AND LOCATION ON SHEET C-2. HEfGHT OF 30 INCHES, MEASURED I=RON NOTE: TOTAL INTERIOR LANDSCAPING AREA= ILA = 2,078 S . Ft. 3.) EROSION CONTROL MEASURES MUST R1=MAIN THE ORIV}NG SURFACE 01= THE DR}VEWAY. ~ INTACT THROU ROUT ON TR T G c s uc IoN. ~ ~ P~ NG~92!>,~KU EOW JO QV PS JO QV PS JO QV PS JO QV PS JO QV PS JO QV LM RI ~ ~ 2 way ME>Ert 11 1 5 10 1 5 10 1 5 10 1 5 10 1 5 6 1 12 5 SITE TRIANGLE Irrigation Requiren ~n Requirements: SHRUBS AND HEDGES: ~ 15 x 15 1. Shallow wells, open wells, open surface water bodies, or reclaimed water must be used as a source of 1) SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER GROWN 24 INCHES IN HEIGHT, MEASURED STOP SIGN ~ irrigation water. The di water. The distribution system for irrigation must not be connected to county or ABOVE ADJACENT PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND/OR SCREENED, AND I ~ munici al water source P water sources, Uunless it can be demonstratedU that these sources are not ava7able. SPACED 18 TO 36 INCHES ON CENTER, AS NOTED ON THE LANDSCAPE PLAN. JO LM I ~ SITE TRIANGLE fLA = 107 SF~ I 19 2. Irri ation s e 15 x15 =729S 11 I g ystmsrr on systems must utilize low volume design such as low trajectory heads or soaker _ , ~ hoses to provide direct provide direct application and !aw evaporation. Systems that overspray areas that do 2) PLANTS SHALL BE 36 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 36 not require irrigation, ; STOP SIGN VIII ~ ~ QV re irrigation, such as paved areas will not be acceptable. High irrigation need areas INCHES, EXCEPT FOR VISIBILITY AT INTERSEC110NS AND WHERE PEDESTRIAN ACCESS IS PROVIDED. C~ must not overspray I ~ - ~ 1 t overspray low need areas. 3) HEDGES AS REQUIRED !N BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO JO - PS ~ 3. High water demand pater demand landscape areas such as turf must be served by a separate irrigation zone FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT g IC RI IC 1 3 than to . w water need a water need areas, such as planter beds, or mulched areas with trees. In no case, shall WHERE STREET VISIBILITY IS REQUIRED BY CODE. 25 FEET ALONG THE ABUTTING RIGHT-OF-WAY 1 3 1 an lanted ve etation EXISITNG pS JO Y P 9 :ed vegetation area be mare than 50' from a water supply hose bibb. LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE PALM TREES 5 9 A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. 4 A utomatlc imgation latic irrigation systems must be operated by an irrigation controller capable of VS differentiating between sting between the schedules of high and low water demand areas. Controllers must GROUND COVERS ! ~ have multi le c cle stc ? QV P Y tiple cycle start capacity and a flexible calendar program able to be set to comply with BANK SUSWAY ~:k local or water manage) 1343 . FT. 1 4,507 SQ. FT. SQ water management district imposed restrictions. 1) GROUND COVERS SHALL BE INSTALLED !N A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. ~ • ' . 5. Autom tic PS r , . a Imgation latic irrigation systems must be equipped with a rain sensor device or switch which will 2) STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE REQUIRED the irrigation cycle of the sprinkler system, when adequate rainfall has occurred. LANDSCAPE AREA. 1 g ' • ~ ovemde the ,rngation - , , . RI 6. The Irrigation Contra Tigation Contractor shall install a new automatic irrigation system to provde 10D~ coverage R! RI IC ~ 4 5 QV of all landscape arE LM ~ I landscape areas. This system shall contain but not limited to the following: ORGANIC M iI GH • • • • ~ ~ 1 a. Under round i 10 ~ ~ LA = 292 SF g P I lnderground piping shall be PVC schedule 40 or better. 1) A 3 INCH LAYER OF ORGANIC MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, y ILA = 123 SF ILA = 185 SF = 136 SF b. Controller shall ~Ontroller shall be a Seven (7) day programmable time clock to activate zones. SHRUBS, AND GROUND COVER PLANTINGS. STOP SIGN ~ ~ 17 ~ ° ° 28 c. Electric Low Vd. _ WR :lectric Low Voltage Valves shall be connected to the Controller with 14 gauge OF Copper Wire. 2) EACH TREE AND SHRUB SHALL HAVE A RING OF ORGANIC MULCH 24 INCHES BEYOND ITS ~ d. Valve boxes shy 1 Valve boxes shat( be either Fiberglass or P(ast(c. TRUNK (N ALL DIRECTIONS. n. VS o WR JO WR PS P5 WR JO WR JQ WR PS S WR RI LM ~ 35 QV 3) CYPRESS MULCH SHALL NOT BE USED. SITE TRIANGLE 1 16 1 1 1 1 9 1 9 1 i 1 1 5 12 15'x15' 1 LM RI ~ IC 5 Ic I A = 20 L M 2 LM ~ 2 IC ILA = 124 S ~ RI ~ 28 _ 15 2 ILA - 137 SF --ti 9 ~ Ps NOTES: NOTE: IC PS R LM WR PS WR PS LM WR PS ILA = 87 SF w RI 0 3 1. ALL PLANT MATERIAL TO BE FLORIDA No.t OR BETTER. ' STAKE T'0 FlRST BRANCHES ~ 1 6 20 3 6 3 3.21 3 3 5 ~ AS NECESSARY FOR 2. ALL PLANT MATERIAL TO BE MULCHED WITH SHREDDED FlRM SUPPORT 2" DIA. TREATED TIMBER STAKES ~ ~ z RI o ~ y y ~ ORGANIC MULCH. MIN. 3-INCHES THICK. • 1NRE SHALL NOT TOUCH DRIVEN FlRMLY A MINIMUM OF ~ 'dl 8 y ~ ~ y y ~ y ~ LM 3. WHEN PLANTING, HOLE TO BE HALF AGAIN AS LARGE AS CAN OR RUB ADJACENT t8`INTO THE SUBGRADE ~ ~ y ~ ~ ~ ~ y y ~ wy~y d0 39 1RUNKS ~ BRANCHES PRIOR TO BACKFlWNG OR BALI, WITH PLANTING SOIL AND PEAT MOSS ADDED TO HOLE. 0 ~0 4. ALL TREES TO BE STAKED AND GUYED WITH PROTECTED 2 STRAND 3mm GALV. tMRE TWISTED AND ENCASED 3" MULCH SAUCER WIRE AT TRUNKS (SEE DETAIL). IN RUBBER HOSE 6-9" 5. SHRUBS AROUND THE PARKING AREAS SHALL CONSIST OF 3" MULCH FROM TOP OF STAKE PREDOMINANTLY INDIAN HAWTHORN. FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE 19 ~ ~i 3" CONi1N000S RIM ~ BR~CN~ES AIN STRUCTURAL ~ 6. LANDSCAPING PLAN SHOWN IS TO CONFORM TO CITY OF VS PS PS VS PS STOP SIGN SITE TRIANGLE 20' x 20' ' CLEARWATER'S MINIMUM REQUIREMENTS. _ PS PS PS RIGHT TURN ONLY 3 25 3 3 3 27 3 i 7. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR =1111 VIII=1111 I~III~~II= 3 FINISH PROPOSED PLANTED MATERIAL WITH REGARDS T0: pH, III-~ II11=1111- . GRADI_ SPECIFlID PLANTING MIX _ r; SOIL. TEXNRE, SOIL SiRUCNRE; E11r. WATER & TAMP TO - E~S~NG ~ I~III= REMOVE AIR POCKETS ~ 111=1111-111 L=""' i .I I i- ~ EXISTING SUBSOIL 'r •'A+• / PREPARED TOPSOIL ' - 2 X BALL DIA. a a a SHRUB PLAN B PLANTING DETAIL MULTI-TRUNK TREE STAKING a U. S. HIGHWAY ~ ~ c~ 9 CIGAR CUT PALM BUD AND FRONDS PALM FROND BOOTS TO REMAIN INTACT ~ a a a 4 ~ (3) 2• x 4" WOOD CLEAT (3) 2` X 4" WOOD BRACE {Wtre to tree) U z 3"-4" SOIL SAUCER 1~~'!50' ~ 3" tdULCH IAYER PROPOSED PLANTING LIST ~ T 3'AI.ID L .5S SIG`I~I1$,~ Sj:~I~J~'Ya, (3) 7' X 4" X 30" w00D STAKE , ; QUANITY KEY BOTANICAL NAME COMMON NAME. SPECIFICATION ~ , ~~~f ° EXISTING SOIL GF.1LALll ),GOt!1.ISH W TREES _ ~e III-I I..:. III-_ g ~ ~ M 10 QV Quercus Virginians Live Oak 2 1/2" CAL., 10' HT.x 5' SPR. ' _ I I I_Ti r•1.o1tIllA Pltor~sstorr, N~tAPPING WHEN I I I ( I ~ ~ ~~GL~I~I~ ' 1340 " " 10' HT.x 5' SPR. 2•Xaxs' 9 1C Ilex Cassine Dahoon Holly 2 1 2 CAL., REQUIRED -)I = - PREPARED BACKFlLL (See Note ~ 7) ~ r _ d ~ ma ry .~U sra?a: PALMS -I (I- I I=III SET R001BALL ON UNDISTURBED SOIL. `~o • + , ' ~ 1-III=I I =III MIN. 3s" ROOTBALL DIAMETER. 18.419 U S . H V~~~' •19 N . p WR Washin tonic Rabusta Washin ton Palm 14' C.T. STRAIGHT TRUNK BOOTED MATCHED 2 9 9 EXISTING SOIL SHRUBS sauces a•MULCH RECENED CLEARWATER, FLORIDA 95 PS Pennisetum Setaceum F ~ ountam Grass 3 GAL., 18 H.T., 18 O.C. TYPICAL PALM TREE PLANTING FNISH GRADE No~ O 1 Zoos 56 RI Ra hrole is Indica 'Nana' Indian Hawthorn 3 GAL. 24" HT.x 18" SPR. " P p , 30 O.C. „ -III ~I I I MANNING DEPARTMENT O U L I S H 102 VS Viburnum suspensum Sandankwa Viburnum 3 GAL., 24 HT.x 18 SPR., 36 O.C. ~ IIII-11= ~ DTI=IIII=1111 CRYOFCLEARWAr~R $ I-IIII-IIII-IIII-1 GROUND COVER =11j~-IIII-IIII-IIII= =1iu=ill=lill;,'ll°- SOCIATES,INC. =IIII=IIII=I » n n 153 ~ JO Jasminum officinaie Confederate Jasmine 2 GAL. 12 H.T. X 12 SPR 24 0. I- = ~ ~I~I=1111_ ~I~_ '=1111=' NO. BY DATE REVISION DESCRIPTION C. IIII „ III-~ ,i~l= - _ `~i~ I~:;.' ~1~I=III GVIL ENGINEERING & LAND PLANNING EB 2659 gill= - =h~~- =BII~ EIasTINC suBSOIL 207 ~ LM Liriope muscari Giant Green Liriope 2 GAL., 12 H.T. X 12 SPR, 24 O.C. X111= INIII~III~IIN II=~II~~II~I_II=III=1111 =I~, 1 GPG 10/02/06 CHANGED LANDSCAPE PLAN TO MET DRC MEETING OF 8/31/06 272 Old East Lake Rd. Tarpon S nn s, FL 34688 I I-11 IIII=IIII-III 1=III 1- 600 SF BG BAHIA SOD sat ~I111= II-III~~~~~-~~~~-~ 1111=1111=1111=1111=1111 ~ P 9 II-~I'~!'~~'~~~'-1111 TIT-1~) PREPARED BACKFILL r*~ Ph (727) 938.2839, fax (727) 934.0994 - IIII-IIII-IIII-IIII: 11=IIII~III=IIII==„I IIII,=III~!III Illllllllll~llllllllll l~llllllllllli Illllllllil 1111,=III~IIII-"" 2 GPG 10/31/06 CHANGED PLAN TO COMPLY WITH WAYNE WELLS PROPOSED TREES FROhI 2"-3 t~ TEES FROM 2"-3 t/2" DtA. MEMO OF 10/3p/O6 TREE PLANTI~ PLANTING DETAIL LANDSCAPE PLAN SCALE 1" = 20' DATE: 10/02/2006 SHEET C-5 OF 6 JOB NO.: 06-009 . iv 1'- p" „ 3/4" ~ OPEN HOLES 1 Nofe: 1'1 OPEN HOLES Exterior Surface of the Dumpster ` ~ 4" WIDE TRAFFIC BLUE 4 WIDE TRAFFC WHITE G CONCRETE CURB 2-~4 -18"LG. -18"LG. iw thl a g'Gold Buff color h painted I STRIPE INSIDE (TYP) STRIPE OUTSIDE (TYP.) gPa ~ WTERNATiQ4AL SYMBOL P y .r A 5" 4 OF ACCESS taEE NOTE ~ y ~ A ACCESSIBLE SIGNS W w' 1:4 SLOPE . Tie beam with • 4- , • 1" 1-,~5 rebar continuous a0 BLUE BACKGROISID ~ 12 ' ° .$i..~.1CitET I IIHiTE BORDEIL y 5 30~~ ~~~i. 12' P/?M7G SY ~ - 061HtfD ? !.y 'Y VHITE BACKGROUND y.` ; e - . d i swing gate (typ.} , . r~>tlr BLACK LETTdtS k BORON mY O y ~ I W W W y W, .:j;:-, ' W RNER GRAVEL 6 0" I clearance min. 6- I ~ I I --{•y-~ i I co rus ~ b W W ~ 3"f~Y=(R". L(I~ROCK NOT ACCEPT'ABtE. 2 I VHITE BACKGROUND F 2 FS J1~A A• V~ y y W ' 6 die. Steel bo lards I i BLACK LETTERS ~ BIDER a O y y a n 3-#3 I' i o conc. Filled (typ~ I' I 1-#5 at 4' center " '~2-.-5-{ I ~ ~n ~ ~ I s top pin METAL POST UrST'M A-499 GRADE LO a po° ; '012 W ~ In ST'EEi. urrH ASTM A-t23 FHISH I TRAFFlC WHITE W ciao go° ~g~ NOTES< + STROKE 9' QC ° POST TO BE GAI.VANI~U ALL BOLTS, NITS (TYPICAL) I I ~ tD r- I I ~ I o a Gr de i VASHEAS AND SCREUS MUST BE STAMLE.55 STEEL. o CROSS CROSS-SECTION 48„ i i i ~ a i j 14" _ n FOR FOOTBtG SHALL BE PORTLAND ; ~ ~ NOTE INSTALL SAND GROWN BAH(A SOD ON 1- 4/ TOP & 2 NAVE A MNWWM COMPRE55NE BOTTOM ! 5117E SLOPES OF DETENTION AREA. B TTOM CEMENT AND 60_0' « 12' Maxi i` clearance min. ~ ~ 8"~ 6" STR141GTH OF 3000 px 6 ~ ¢3 TIES 12 O.C. „ a . ~ff PRE-CAST CANCRETP WHl A~C,RETP islFIEE1._STOP pp • ! 3000 ps.i. concrete scab with fiber 3 5lGN5 ~IUI BE FABRICATED BY USUIG REFLECTA'G ,_0. 4 ~ 6•X6"-10/10 COATING >N THE SYMBOL MESSAGE AND BORDtst ~ I i " mesh reinfoncin~ -monolithic, min 6" I I ! 8 x 16 concrete foot'ng thickness, 6x6 / 10x10 W.W.F. APPLIED TO SHEET ALUMPIUM BACKG~ (0.80) UL THICK. W.W.F. h n I I ! I swing gate (typ.) w/ 2- #5 rebar (typ.~ ° - 9 MESSAGE LEfTERWG SHALL BE IIPPBt CASE 1 " I " 1 « 4" (TYP.) }•I SECTION A-A 1 ~lACKI tst~ t~ r HX',H d1 ACCORDANCE umL - - 12 -o 4 I I i t Min. i ! ELEVATION MANIAC OH taIlFORr? TRAFFIC CONTROL DEVICES fV I r I t-- ~ N.T.S. S THE SYMBOL 6 COMPO6ED OF TiiO ELIH'iBfPS 29-0 COiVGRETE SPILLVAY DETAIL 4 CROSS SECTION A VHffE VHEELCLiI~t FK;l1RE NHICN SHOULD NOTE: I I ~ I ALVAY5 FACE R+Y;NTI ON A 5(dUARE BACKGRd84t7 AIi pavement markings to be thermopi°stlc. 3000 P~ M•S 0 PLAN ~ rop pin hole N'TLTiNATKXLAL BI11E 1M COLS ~ x ~ (FED. sTD. s~.sg COLOR >!>51eoz N.T.S. ~tYp) t~TY Of CIEARWATER, FLORIDA * PUBLIC WORKS ADMINISTRA110N ACCESSIBLE PARKfNG!l~1ARiCiNG DETAILS DOUBLE ACCESSIBLE STALL DETAIL ENGI EERING DALE 2 8/78/04 Rev, notes B.YD. ~ - (FTP zo-o't) NTS Nrs i 4/9/02 Rev. Notes RG °~p~ BY DUMPSTER ENCLOSURE 8/01 SINGLE 7r7DOOtNO. REV. OAIE DESCRIPI{ON App. OE51(xtm BY t ~ ~ i.G I ~ « ccxaG PAD 3G x49"x4 PRECAST MI.ET 34 x44"xL PRECAST U~I.ET 4" THCK x T-a° scz 111 28"x31" GL GRATE W! 2b"r3G" CJ. GRATE ~oy~ ~ NOTES: CONCRETE MASONRY WALL CONSTRUCnoN {ISF No. G206 OR EQNAL LISP No. L208 OR EQUAL ~ nV uNINI~ovEO r~o1H vna ~sHEO w/6"xb" w.w,F. N,F, 4", tS 8 8 BRASS PLUG Materials, construction and quantity control of masonry shall be fn accordance H-20 LOADING / H-20 LOADING ,wEns -3" aw w/mE of PIPE G(UDE flN~ GRADE . ~ soo olslur~m aREAs ADE 1.) WALLS with Uniform Building Code (`118C), Chapter 24. General conditions and = • a. New construction: maximum 6'-0' high and constructed construction requirements shall be applied as specified In UBC, Section 2404 (f), TOP OF GRATE TOP F GRATE 1 II II l) - - ~4W44! s 11Ui. .IIIIIIII - L.oo 11111111. .141111111 ? III I-I ' ~ - II l) - • ~ • - III I I III of concrete block (8"x8"x16"j. Materials used should be during grouted masonry work. ~I~~ • I ~III~III~ consistent with those used in the construction of and . 111 .111.. • .III. 1, 141 • ~ . , - EX. i2 RCP, I~II~~I III it ~~I~~~II it ~I~II~ III~~II III architectural style of the principal building. (Section 3-802 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, ~~I ~I ~II~I~II~I~F Materials) Grade 60. Vertical reinforcement shall be placed in the center of the = i---L" CONC. WALLS WIDTH =20 -.I '••':rl ' :ice i ~n ~ ~ ~~l~~I-I-ti~~ THROAT ~ i • ~ scy ei2" O.C,EW. : • : ~ : iii i ~ <y N PPE ~E AND MATB~At aL=l++~ p~ll~~ll~ll~ masonry cell, and she!! ba held in position at the topand bottom. - - o. ~ I THROAT trN.= 7.80 ' " ~ ~ ~ WIDTH ~.0 .:.-r. ~ a•.: .~-e',:-•' ~i~ ~ 3. \ r <k' PBtPLIW • b.) Existing: maximum fi'-0' high replacement materials can 2. If a slab dowel does not Ifne-u with a vertical core, it shall not be slo ed be made of the same materials as long as they are made of more than one horizontal in six ve~ticals 1:6 . p • ~ i :...i~ i i ~ i ~ ~ / COMlION m z s • THROAT INV. . ~ ~ : G approved opaque material. ( ) • ~ _ _ ~ L" CONC. WAILS SEE NOTE 3 • ~ A: ,.y=.~..~` _ , , ,p. • . ~,:.1 #4 oft" O.C.EW. ~ , ~ ~ 2.) FOOTINGS 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 1fi' o.c.. ~ g .lrr• tom. ~ y n ~ ~ g 0. STOPPHi AS RECD 8'x16 concrete w/2- ~5 continuous rebar imbedded. BY THE PPE t+11M91FACTURHt 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight T 1=X. i2 RCP K_.- ` ~ - o I , ~ BASE G" • • ` i2" ADS N-i2 - ~ BASE d ~ ~ ~ ' N 1 ' ~ Z N ON_Y AT l~+D CF APE Rllr! 3•) CONCRETE SLAB conforming to ASIM C-90, with a minimum compressive strength of 1,900 Monolithic, min. fi" thickness w/imbedded 6"xti"/ 10x10 welded PSI. ~ , ~ a4 eft" O.C.E.W. N cola~aaN ny 12" O.CEW. ~ 43 LF O.Gx ~ ~ FlLL a o - wire fabric (W.W.F.}, 3000 P.S.I. with fiber mesh reinforcing. 5. Mortar shall be type M or S, In accordance with ASTM C-270. Place ail / ~ z '~l' INV. - 3.4 ~ ~ ' ( W W 4. CONCRETE FlLLED CELLS masonry in tanning bond with 3/8" mortar joints. Provide complete coverage ~ HIV. = 3.5 uNnlstu>~sEn . ~ s ~ TYPICAL CLEAN- 1NV. .~2 (~,oa ) face shell mortar bedding, horizontal and vertical. With 1-~5 vertical rebar tied to footer steel at each comer and (SEE NOTE 4) < ~ . ~ , Mg every 4' O.C. 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8 to 10" slump, and a minimum compressive strength of 2,500 PSlat t*~ l NOTES: 5.) GATES 28 ays. GR14TE INLET 51 GI~?TE INLET 5-2 „ „ .232 1. PIPE BEDDING: SELECT COMMON FlLL COMPACTED TO 98~ OF THE Constructed of min. 1-1/2" diameter galvanized tubular steel 7• Minimum 3" x 3" clean-out holes (sow-cut) are required at the bottom course w/privacy-type slats Inserted in galvanized steel mesh fabric, of all cells to verify grout placement. Clean-outs shall be sealed after FDOT 'TYPE "C", INDEX( N0. 232 PDOT TYPE C , INDEX NO MA)7MUM DENSITY AS PER AASHTO T 180. g000 PSl Cn4'fRETE Q~AST 5iAlICT1RES QN.YI Nrs 9000 Psi. CO!ICP~7E ~R~ST STi~+'Cli!?iii OI3Y) NTS 2 TRENCH BACKFlLL• CANNON FlLL COMPACTED TO 95% OF THE hinge-mounted on min. 3" diameter galvanized steel post. masonry inspection-provided in accordance w(th ACI 531-4.fi, and before (Gates and past constructed and installed per applicable buAdirtg grouting. MAXIMUM DENSITY AS PER AASHTO T-180. code by licensed fence contractor. 8. Prior to grouting, the grout space shall be clean, with no mortar projections _ 3. {r): 8" MAX. FOR PiPE DIAMETER IESS THAN 24", AND 16" MAX. fi.) DROP PIN greater the ,mortar dro~pings or other foreign material. Ail cells shall be in FOR PIPE DIAMETER 24" AND LARGER. 4. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 1/2° die. 18 long meta! tad gate latch. Provide 3/4" die. hole vertical alignment, and shat sollidly be filed with coarse grout as specified. 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. 9. During placing, grout shall be consolidated with flexible cable vibrator. First sleeve, 6" long, or equal. grout pour shall be stopped a minimum of 1 - 1/2" below the top of the * PIPE BEDDING AND TRENCHING DETAIL middle band beam masonry. 7.) SOIL _ NT5 SoS bearing copacity to be at least 2,500 P.S.F. 8.) BOLLARD CITY OF CLEARWATER, FLORIDA 3'-fi" hlgh, e" diameter steel pipe bollard filled with concrete, PUBLIC WDRKS ADMINISTRATION painted traffic yellow, imbedded 3-0" deep in 18" concrete ENGINEERING 3G"xy9"rl" PRECAST INLET foundation. /See Detail atAmt ev DAIE l 2 8/18/04 Rev. Notes B.V.D. EA. 601 / W! 28"r3G" CJ. GRATE 1 4/0/02 ftev. Notes RG BY DUMPSTER ENCLOSURE ~IXtNO, USF Na G208 OR fQVJU. ~txtm By NOTES REV. DAiS DES~1P1fON App, T.G. 3 OF 3 H-20 LOADNG 70P a G.B CONNECT ADS TO PROPOSED GRATE INLET 5-2 ~ SEE SHEET G4 THROAT G.35 y, WEIR 2.0' VIDE • HARDWOODS PINE • o ~ S R ~I , G CONC. WAILS , : , . I a4 a iz" O.C.EW. ~ r' ; = I WV. = 3S , W o i;~.- 4-'...,r,~- : ~ • ; i ; 43 l..E i2" ADS N-12 L;.: ' PIPE a O:Lx o ij~ INV. - 3.8 c~ PLACE 3'r3'r4" REINF. G" BASE WITH ~ TR~S CONC. SLAB 8V FRONT ~4 a t2 O.C.EW. I I e 3 3" CLEAR FBREGLASS N~f'7 SKIMMIR OF WER. (TOP 5. S7 TO BE ATTACHED iN FRONT I i OF WEIR WITH FOI1R - 3! " r 3" LONG S.S. BOLTS. I OIITEALL STRI1CTtiRE OS 1 a Dw ~ TOP aF SKIMMBt a rtis I ~ PDOT TYPE ,jc°, INDEX NC. 232 sOrroM e co I I ~ 9aoo Psl cavat~re ~usr sTanx~laes o~.n i 0-' I Nrs I I I i t I vi I I I I I I I I A 'x2"x2" I I 9 i i B X11 I i ...sr~~rssir~ I i ~ N A C. 'i 5 S RUBS 35 ~ t TV I1~•LTSS SIGVI;D & STt'• o t n ~ ' ~r e I I D. P' x 4" e4'~1~i: c~'. bra I ~I I w ry7 An W I I I , D (iI;ItALI) P. G()I? 'I ~,~"r~~ •YV ~ r 3000 P.U.I ,a a ~trG~' n a I C WOOD BARRIER I I 3000 P.''~ I I C I CONCRE' I I I I CONCRE E 1•tio>siu~Plt~rl~ssioiv~.lvcri~I~Lriziv~.2la~o • a ya~j •p~` 5" 1• • ,~",p/~~ ~~4 1-1 "TYPE PC-3 I I I WOODI BARRIER I 5" 1• ~2 I X2/3 DRiPLiNE~ 3000 P.S.I 6 ASPHALTIC CONCRETE I I I I 1•UU. DRIPLiNE ( CONCRETE 2• R I - t:,e EX. ASPHALT ' '~C~1/~R.. ' ~ 1=ULL DRiPLINE~ _ _ ~ _ _ _ -..-a ~ ~ - - - - - - - - - - - ~ Owner/Developer; ORIGINAL 18 419 US. HWY ~ 1 ~ ..:I~--'~' 111~1111=IIl~i'•-:-. i = ~ =1111=1111=III~IIII-IIII-IIII~iIII-1111=1111=1~I1=111 > . JII~I~ IiL~. 3 R 3/4 R Tree Barricade Specifications: 1111-1111-IIINIii-"I,_I~II_IIII_I~II_,III_IIII-1111=111 ~ : _ =1111-III ~ : ~ al:celvED IIIC=III-1~~ ` _ ~ PAN R=1~II=1~II=1T . ~ • -1III~III-III=1111 - - - III Il~illl:.._..: . 8 CRUSHED _ _ N,. o-, III-IT ~ CLEARWATER RE~"AIL PARTNER LLC CLEARWATER FLORIDA ~ 111=u11-lu1~~~-; - - • o' o o°o°o°o°o° i.) Mmunum radius to be projected: IIiI-1111-1111-111=1~II=11~I=IIII=IIII=11(1=1111-1111=111 ` I ~II~~, II~IIIV;. • • . _ a - . o a o 0 0 0 0 <---CONCRETE BASE =IIII=III ~ ° ° ° ° ° 630 CHESTNUT STREET NnV 012006 I " • • ~ o 0 0 0 0 0 o a. Hardwoods - 2/3 of the dripline and/Or m the root prune fines. =IIII~IIi-1III-IIII-IIII-IIII-IIII-1111111-IIII-IIII L ~ IIII~lnhli~ • ~ o°o°o°o°o°o°o°• COMPACTED TO ~ - I I- I -IIINIII-III- III-11 i-III ,,I ~II~~I~III.;--. - 0 0 0 0 0 0 ~ b. Pine - dri line or 6 whichever is reater. I I III _ _ 1=I IIi=IIII = °°°°oa°°°„~°~ CLEARWATER, FLORIDA 33756 =1111=III °o°o°o°o°o°o°• OUL~SH III~IIII-IIII.• r °o°o°o°o°o°o°~ 98~ DENSITY p g IIII=1111=1111=IIII-IIII=111=1111=IIII - I'. =111~111~1111'~. , o 0 0 0 0 0 0 _ _ _ _ _ - _ _ N III=IIII r'IANNING DEPARTMENT 1 ~ o°°°o°o° ° ° AASHTO T-180 2.) Method of Erect>.on (SEE DIAGRAM; ~ ~ =IIII=IIII=IIII=1111=111=III-III=11 - • a. Minimum hei ht of u ri hts• 4 and no less than 2 x 2 lumber. IIiI=IIII-IIII-IIII-IiII-IIII-IIII-IiIi-, _ =IIII=111-~•~.~ ~ =IIII=IIII=111 Ph; 727723,3771 clivoFCLF.ARWA~R ~ ~SOC~ATES ANC. III=IIII- _ -tlliNlll=IIIII=IIII I_ _ _ 1. ~ P g , . 11=1111=1111=1111=11 n $ • • • • ~ b. Uprights should be spaced at no mare than 4 - 5 mtervals. _ ~ I-111 (-111 I-IIII ~ III III -IIII-II n _ IIII-IIII=III~III-II~IIII-IIII-IIII ~ 2'-0„' c. Horizontal members shall be i s 4 11111=IIII=IIII=IIII=IIII=III I~I=IIII=IIII ? - IIII=IIII~III=1111=1111=111 11~I- 111=1III~1~1-~II -1I~I=111=11~~111~111!_~ N0. BY DATI; REVISION DI'.SCRIPTION CIVIL ENGINEERING & LAND PLANNING EB 2859 . =11,~Ii,-1n,-7,n,,lll=~, m ,Ill~urnr~l11~1rr-tnr-1,~ $ STABILIZED =IIII=IIII=IIII=IIII=IIII=IIII= IIII-1111=111~II -IIII=111~t"i=i =111 ~III~IiI~III~II II~IIF•~lir-hi=1(i~lli~lll=111~1ir-• ~If~IIrII~I~1~1~~L~~- - - III~II~II~II~II~II~III~I• SUBGRADE LBR 40 3. Barriers are to be erected around trees to remain before any 'III=IIII=IIII=IIII= IliI=IIiI=1111=1u~ - - = 11~111~11 ~II~III~II~II~I• - - ) , 1111~11~11~1111=III~II~IIII-I•_ - - _ - = t• _ _ - =111GII~IIII-III~IiI~IIIHII@•~II~III_IIIkII~IIIi_III~II e i ent >is 1 ced on site. =lil~llil=111f=III~Iil~lll~ll€. construction qu pm p a 1 GPG 10/02/2006 REVISED PER CLW DRC MEETING OF 8/31/2006. 272 Old East Lake Rd. Tarpon Springs, FL 34688 4.) Barriers are to remain in place until all construction is completed. r~l Ph (727) 938.2839, Fax (727) 934.0994 • G" VERTICAL CllRB ~ SOI „ ( ) ,JJ~ ~ SQ~'~ p/~, 2 GPG 10/31/2006 AODEO OUMPSTER NOTE PER WAYNE WELLS MEMO 10/30/2006. PROJECT TYPS ~ CONCRSTS CURS ~ PAV~`~Et~T DETAIL STS ~**1 ~FTATT,~ TR~F ~~RRiCAD~ pIAGR~M NTS NT5 SCALE I"= 20' DATE: 10/02/2006 SHEET C-6 OF 6 OB NO. 06-009 . SEC 20 , TWP 29 S. RNG. _16 E, ; . SITE LEGB~ ~ CONC. OR NEPAL LIGHT POLE . ` , . . . ' I ~,~..~r . . T. 6gk1 - + - ND U RGRO NDE BE PLACED U - SHALL ALL ON SITE tl TILT TIES E)OSTING GROUND ELEV = ~X - IN S. UTDOOR LIGHT/NG L E INCLUDING 0 EX RRE NYI~ANT. _ 0 20 4D 60 FDOT INDEX 304 TRUNCATE DONE 0 P~oPOS®t~w. e.~r ~ GRAPFIIC SCE:` ~ 20' IAGONAL PARKING D st~FACE ~aAtN~GE Row --wvra LEGAL DESCRIPTION: THAT PART OF GOVERNMENT LOT 4 LOCATED /N SECTION 20, TOWNSHIP 29 SOUTH, ,RANGE i6 t EAST, P/NELLAS: COUNTY, FLORIDA, 9EJIVG R~ORE P,4RTlCULARLY DESCRIBED AS FnLLOWS: -FROM .A EX. ASPHALT POINT ON ]HE EAST i?lGHT-OF-WAY UNE OF _U.S . HIGHWAY 19, SAID POINT BEING LOCATED . .SOUTH $9'.19' 48" EAST ALONG THE SOUTH UNE 4F SAID SECTION 20,100.01 FEET,• GRASS .THENCE RUN`NORTH 01'26'21" EAST, 350 FEET ALONG THE EAST.RIGHT-OF-WAY UNE OF U,.S HWY 19 FORA POINT:OF BEGINNING (f?O.B..:,~ 2); 7NENCE CONTINUE NORTH Ol' 26' 21" EAST ' ALONG SAID EAST RIGHT-OF-WAY:LINE2OO.O FEET,•. THENCE SOUTH,:89' i9' 48" fAST`175 FEET; S.O1° 23' 50'W, 199,94'(M1 : THENCE SOUTH: 01 X6'21" WEST 200,.0 f%ET; ,THENCE NORTH 89' 91' 48" WEST:175. FEET GRASS - XISTING PAVEMENT' TO REMAIN & ' S,Oi° i , E " 26 2 °W. 2oo,oa cu TO THE POINT OF 8E6dNA'ING. 4VERLAYED W/1 PG-4 ASPHALT 'SCRIVENERS ERROR: TNf CAST CALL OF THE ABOEIE LEGAL OESCRIPAON READS, NORIN.8931 "48" Wf<~T f75'f£E7.' IT _ _ _ EX. AsP~aALr SHOULD READ, NORTH 89' 19' 48' WEST 175 FEET. CONTAINING 34,996& SQ. FT (0.803 ACRES) MORE OR LESS : . EpfgS11NG B~K SOW # 1 1 2 METER 'N SITE TRIANGLE NOTE STOP SIGN ~ i ~ ~ ILA Ss sF 15' x 15' EXISTING a c NQT, ENTER ~ ~ t, ) S.S.IlA1ERAl 00 ~ PER' aTY A1U1S EXlST1N6 ATE 1NFORMAlJON OBTAINED FROM FlELU SURVEY. ON REVERSE- SIDE R 3 ; , CDMPLETID BY fLORIDA BENCHMARK, Inc.; L8 6947 . * INTERIOR LANDSCAPm AREA (605 SFy ~ , ~ ~ . ~ . NEW INLET S-2 us ~E ~a. D4=28(2 DAIID ~%s/~o~. oz/o7/>2QO~ EX ASPNA T 25 SEE C-6 ~ L .TYPE RB a ~ : ~ :o ~ NOTE; .SITE TRIANGLE o * ~ I R 1 5.0 15,x.15 ~ Tp EX. ELEVA7)ONS SHOWN HEREON ARE IN PARENTHESIS AND ARE :BASED ON. 1988 NAVD. CAN a •o;:; ILA 84 SF m RELOCATED * , OPY, ~38 X 20 ~ .8 PUMP STA, R 2.5' m w ~ I j R25 ~ J r~ 1Z.8 . / INSTALL . EX. PUMP ~ ~ .V , . l ~ STA,TO BE ~ p 0S-1 GREASE 1RAP RELOCA h . p p ! ~ °d l,[j uj / l) wt , • • SL E ASPHALT ~ ti ti - p TO MEET.roP Z ~ ~ o • • OF Ctn. • S/W EX: INLET S--1 ' NEW INLET S-2 INTERfOR LANDSCAPED AREA. . ~ ' ~ _ ~ s.t ~ ap 6 ~ 2 I o BANK 3 Rz ~ ,T. . ~ ; Z SUBWAY ~ 18 ? o C o: 40507 SQ. FT... N •iY ~ ~ ) • ~ ra aRC~rECr PLANS , 4 . FT.. ~aasnNC Z ~ a x 113' . L ~ ~ I II , , 0 CURB ~ FOR BLDG. OIMEN510NS 6.3 rn ° ° ~ - w z (*~Ft00R EG= 9.00 NAVD .t ~ ca _ , ~ ~ -_a Z V) ~ ~ ~ ALL MECHANICAL EWIPMEN7 N~ Z io . • Q ~ ~ a NfiLL BE ROOF MOUNTED . ~ ~ ~ C9 M ~ . ~ N t1 ~ N ~ ~ 'BANK SUBWAY ~ ~ , C DI ti _ .4,507 SQ. FT. SIG ~ \ ~ T S r ;,ice Q ~ = ~ ILA (292 SF) m ~ r„ v . . EXISTING ' d ILA (123 Sf) ILA 185'SF Q . v.• ~ R 2.5. ~ ~ CURB. • • . , ) II,A 136, SF) , , a ~ , r: . - - 44 ~ 0• ~ - .2 _ ~ +v ~I ~ _ - * ~ 7 TYPE CURB ~ T P SIG _ _ _ w . 0 EASEMENT. PER 0 _ TYPE CUI~ o ~ .BANK DRNE-TNRU VEtiIC1.~ STACKING tf2 VFHICl.fi.S) ` O.R B OK 3856, PAGES '824-828 scAL~ r' = za' s.e' • - - - - - - - g;; ~ v , 36" UNDER(~OUND CONCRETE WATER .MAIN SIZE TRIANGLE - 2 DRIVE _ - _ * ~ a m 15 x 15. . n ~ u . 6.8 R ~ 9' ~ g ~ R2' W EXISi1N ~ ~ ~ ' g ~ f'' r.. , ' T~ PROPOSED.. ~ CURB 7 0~ ~ _ , BUILDDING V J . z ~ ~ - ~ _ - - Ex. AsPHACr a ~ EX. ASPHALT - ~ t~. . . FLOOR 11EV. N ao~ IREMENTS: 3 ~ ro E>aS11NG SIGN TO MEET CURlENT CODE RE4U rlil sty 2'T 17RNE . ~ 'S ~ 90 NAVD 1988 L ~ LANDSCAPED. AREA ~ • LANDSCAPm AREA ~ INCLUDMIG HEIGHT, St(XJd ~R&!, SETBACKS. ETC.. G" V&T. CU1B= • ;N . -dO~S , VHtT. C~B 5' ~ I 11N~. STOPS ~ i ~ ~ ~ ~I ' I II _~UNEFD. STOPS` j I iE-TYP. PARKING SPACE iB.Q' - - - - - - - ~ . - - E11. ASPWALT' - - - PARKNG Ett. ASPWALT ~ 1~ rr 7YPF °F" Ct~i3 r , PARKNG ~I iiE-TYP. PARKS SPACE 1&d ~i_ RIGHT. TURN ONLY ~ ~ - 5 CSW 5 ; o 1.ANDSCAPi:.AREA ~*)S. PARKING AREA; CROSS-SECTION SITE TRIANGL , vARrfs s-i' vroF scAl.>~ r = la' ~ 20' x 20' N,OI° 26' 2i°E R 25, R 35 200.131M1 EX: OR/VE ~ ~ ( - ° ~ ~ ,oi 26 21'x, 2aa.0a fLl . EP tip - Lp NEW ENTRANCE DRIVE ~ i l~ z PROPOSED EP PER FDOT PERMIT, j WNlTE. PS BUILDING . ! 4t~iTE PS . rn u~ ~ s~lles ~ s~ .FLOOR ELEV, RIGHT TURN LANE ~ 2'I' DRpIE ~ 9.0 NAVD 1988.. i u . GL 7 ~ .WHITE PS , w' ~ Q Q i # VAi:~iJ1VI 'SSIGVfdi'b~,$~',AiI'I3~IiY: WHITE PS 11~f11~111 il~ll~ II NII~. STOPS ~ = : 'TYPE "F" CURB i i G' PWIi'8t ~ NORTH BOUND. LANE . ~u "F" Cl~ ~ ; G1~1iAt~1) P. ~ l r1.,t r i - ~ ;F'tYP PARK~(G SPACE t~0'~' W. PARKING ARC CRO55-SECTION ri0iuu~risor~ssioN~u.r~vcu~z•.~~~~ 2~~0 ~ ~ NORTH BOUND.LANE IANDSCAPE AREA SCALEr 1' = 10' - i NORTH BOUND LANE - G°3~d~~~© pdQ 8419 US. H 19 ~ N: ~ YELLOW PS Owner/Developer: : R E G E 11~ E n` )ELLOW PS • I - CLEARWATER RETAIL PARTNER LLC LEARWATER FLORIDA TYPE• "E" CURB ..,-`_-rnNr. 630 CHESTNUT STREE7 DEG ~:1.20QS S. H1 GH W AY 79 N YELLOW PS GRA NOTE TO C4NTR~CTO S5 MEDIAN LEFT TU N 'OR: CLEARWATER; FLORIDA ~3?56 ~ OU1L.lSH , i ~ _ _ R .LANE A ELOtU GROUN ?ELOW GROUND .UTILITIES MUST . Ph. 727, 723,3771 DEVELOPMENT # . 200 RIGHT OF -WAY la ALL A»OVE oROUNa Nn 13 i ,il . M -TYPE EE LOCATED EEFORE STARTINCs ANY WOR s SOCIATES, INC. NG ANY WORK ON SITE.:... T Y O F C L. E A R W A T E R E" CUREd LEFT; TTIRN LANE CALL 5UN5HINE AT tF800.-.43Z-4110) FOR t -4110) FOR UTILITY LOCATIONS NfJ. BY DATE REVISIUN DESG CIVIL ENGINEERING ~ LAND PLANNING EB 2659 A MINIMUM OP 48 HOURS 13EFORE STARTING ~E STARTING ANY WORK, . WHITE DASHED PS . . ~ 1 GPG 10%2/200 REVISED PER'CLW DRC MEETING OF,B/31/2006. 272:Old East Lake Rd. Tarpon Springs;. FL 34688 'DUNG P1=RII'1ETEt2 OP Ph (727} 938.2839, Fax (727) 934:0994 • ~ SOUTH BDUND LANE 2.) INSTALL SILT SCREEN AI20UN0 PI=RIi' ONSTRUCTION 51TE BI_EORE STARTING i STARTING ANY WORK. 2 GPG 10/31/2006,' ADDED WHEEL $TOPS& RELOCATED.Hc.PARKING: SPACES C SET= 51LT SCREEN )DETAIL PER WAYNE WELLS MEMO:10/30/2006. AND LOCATION flN S~IE1=T C-3. - MOVED He PARKING SPACES AND ' PROPOSED 3 GPG :11/08/2006 REMOVED WHEEL STOPS, ONTROL MEASURES MU51 3J EROSION C ~SURES MUST REMAIN ADDED BOLLARDS AT S: S/W. ~ZTE. P~: li INTACT THROUGHOUT CONSTRUCTION. (RUCTION. CED • i 4 GPG 12/21/2006 :REINSTALLED WHEEL; STOPS, .DELETED BOLLARDS;: REDU REAR LANDSCAPE. ISLAND WIDTH: FROM 6' TO 5' . SCALE 1" = 20' DATE: 10/02/2006: SHr.E'h C-3 ON'.7 OB N0: 06=009 ~~~~~r N M 0~ M O~mmm ~ ~ ~ ~'~O~ ~ ~ m ~ r ~ ~ ~ ~ . - ^ Q U'~ ? ~~d, V`uUj~p~m ~ ~ ~ ~ ~ ~ ~ ~ Y ~ 0 a J 0 a 4 Z H BUILDING HT. Q ±29'_0° M.I-~ - _ _ - - - T.O.F. M. \ Z~~_~~~ M.! P. P.4 TOP PARAPET P.3 ® w ~ ~ m 20._8.. _ _ _ TOP PARAPET' ~ ~ ~ P.3 ~ P.4 P.5 ,~r M. ~ Y . ~ v. u.. - TOP OF DECK P.3 ~ P - - 16~_8~~ ~ M. I 5. I F LU ~ \ L CLEARENCE , _ . _ , _ . cLEARENCE o ~ ~ P.2 - ' - ' - - ' 9~_6~~ ~ ? 9'-6° W N V m ~ P.3 ~ , N 2" REVEL \ O ~ P,Z S.I P.I \ / SLAB # SLAB ' N _ ao EAST ELEVATION 50UTI1 ELEVATION W ~ s SCALE: I/8" = 1'_0" SCALE: I /8" = I'-0" w ~ o ~o a w V Z ~ ~ ~ Z w ~ ~ `D °z U ~ m ~ 0 m w ~ Z 01 ~ ~ ~ ~a SIGNAGE TO BE UNDER SEPERATE M' ~ M,I ~ M ~ ~ PERMIT TO COMPLY WITH CODE P.4 P.4 REQUIREMENTS T.O.F. METAL ROOF ~ 2 V ~ ~ ~ 26'_O" - - ~ Q ~ M.I ~ P.3 ~A P.3 EFTS TRIM METAL FlAShING TOP PARAPET ~ ~ ~ P' ~ ~ ~ ~ TOP PARAPET EPIS T 0 ~ 9~_4n P. P.3 - - - ~ ~ TOP OF DECK ~ ~ _ ~ 8" TRIM - - - - 17'-9° 0 ~ ~ W ~'ea•st ~t~ate ~~at!{ TOP OF DECK M. I 8" T P. x M.I'Iu P.2 - _ P5 M. - ~ - ~ - ~ _ P.3 P. WNANG~ M IUD ~ STUCCO ~ w PAINTED METAL LOUVERED - \ r P.3 2u AWNINGS M. I - ~ ~ \ 2 REVEL S. P.2 \ S.I P. SLAB ~ cWC 0'-0" Q N NORTH ELEVATION Z °A~' a/~/zoob WEST ELEVATION (U.S. 19) SCALE; I18" = I'-0" ~ REVTSTON5: ~ 11/1/200b SCALE: I/8" = I'-O" O ®RIGINAI W RECENED N W NQ~ 0 ~ ZDO6 GENERAL NOTES w PLANNING DEPARTMENT ~ I) ALL AIR CONDITIONING UNITS ARE TO BE ROOF MOUNTED CIfY0F6LEARWATER r BUILDING FINISHES I P. I GOLD BUFF (BEAR 3 I OD-4~ ~ „ nnnA~Gll v /aGAD 27(lA_~I Q r.c k-,UNNJILI\ (VLP1I\ ~wnv~ P.3 MOONLIGHT WHITE (BEAR 350E-1) PA WILDEKNE55 (BEAR 39017-7) w P.5 LIGHT COPPER (BEAR 31 OD-G) M. I EVERGREEN (U51) w 5.1 DKY5TACK LEDGE5TONE - CARMEL (CULTERED 5TONE C5V-2007) 4 0 N