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FLD2004-09069Clearwater, Department 1 00 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ® SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ® SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ® SUBMIT APPLICATION FEE CASE #: i—LL 2:�eo Ul­r' y`I./ DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #- ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: ' NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLANS SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 10 -10 -2003) - PLEASE TYPE OR PRINT- use additional sheets as necessary A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4- 202.A) APPLICANT NAME: John Sabow, Director of Development MAILING ADDRESS: 2226 State Road 580, Clearwater, FL 33763 -1126 E -MAIL ADDRESS: john @boulderventure.net PHONE NUMBER: 727.499.2226 CELL NUMBER: FAX NUMBER: 727.499.2227 PROPERTY OWNER(S): KB Investment Holdings, Ltd. (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME(S): Aimee M. Boulet, Authorized Agent, Avid Engineering, Inc. MAILING ADDRESS: 2300 Curlew Road, Palm Harbor, FL 34683 E -MAIL ADDRESS: aboulet @avideng.com PHONE NUMBER: 727.789.9500 CELL NUMBER: 727.487.4776 FAX NUMBER: 727.784.6662 B. PROPOSED DEVELOPMENT INFORMATION: STREET ADDRESS of subject site: 2660 Gulf to Bay Blvd., Clearwater, FL 33759 LEGAL DESCRIPTION: See Survey Sheet 1 of 2 (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: 17 -29 -16 -59392 -001 -0010 PARCEL SIZE: 1.24 ACRES, 54,010 S.F. NOV Q� ° 2004 (acres, square feet) �- PROPOSED USE.AND SIZE: 10,200 sf of Commercial Retail/Restaurant PLANNING DEPARTMEN (number of dwelling units, hotel rooms or square footage of nonresidential use) CITY OF CLEARWATER DESCRIPTION OF REQUEST(S):please refer to the attached additional sheets. parking spaces, specific use, etc.) Page I of 7 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater 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: (Section 4- 202.A) ® SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3- 913.A) ® Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: I . 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. Please refer to the attached additional sheets. 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. Please refer to the attached additional sheets. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Please refer to -:the attached additional sheets. 4• The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Please refer to the attached additional sheets. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Please refer to. the- additional sheets. -- D r C!� D PLANNING DEPARTMENT ® Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PR RIfE �Tp fa pble) -Explain how each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. Please refer to the attached additional sheets. Page 2 of 7 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) Please refer to the attached additional sheets. 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. Please refer to the attached additional sheets. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. Please refer to the attached additional sheets. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. Please refer to the attached additional sheets. 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will.upgrade the immediate vicinity of the parcel proposed for development. Please refer to the attached additional sheets. 7. The design df the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Please refer to .the attached additional sheets. B. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Please refer to the attached additional sheets. 9. Adequate off - street parking in the immediate vicinity according to the shared parking formula in D cEC r1f�1dJ� E yi�[aa ble to avoid on- street parking in the immediate vicinity of parcel proposed for development. `lam} I{�!� {u� Please refer to the attached additional sheets. NOV 18 2004 PLANNING nPARKMENT 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines V.i `1"5Gf W45FRplicable). Use separate sheets as necessary. Please refer to the attached additional sheets. Page 3 of 7 - Flexible Development Application- Comprehensive Infill Redevelopment Project- City of Clearwater E. SUPPLEMENTAL SUBMITTAL mEQUIREMENTS: (Code Section 4- 202.x,/ ® 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, ® LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (i.e. 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; ® GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; F. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; Include floor plates on multi -story buildings; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights -of -way within and adjacent to the site; Location iof existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; (" Note: Per Section 3 -91 1, all utilities shall be located /relocated underground) ® All parking spaces, driveways, loading areas and vehicular use areas, including. handicapped spaces; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location Hof all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3 -201 (D)(i) and Index #701); Lind Location of all landscape material; Location of all jurisdictional lines adjacent to wetlands; Location of all onsite and offsite storm -water management facilities; 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: ORIGINAL LZNJ Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; LZNJ Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses ® FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ".E C E OV (E One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; NOV 18 2004 Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); PLANNING DEPARTMENT Streets and drives (dimensioned); Building and structural setbacks (dimensioned); CITY OF CLEARWATER Structural overhangs; Tree Inventory; prepared by a "certified arborist ", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees Page 4 of 7 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater G. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) RECEIVED LANDSCAPE PLAN: All existing and proposed structures; NOV 18 2004 Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; PLANNING DEPARTMENT Sight visibility triangles; CITY OF CLEARWATER Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on required tree survey); ® Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; ® Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes ® REDUCED LANDSCAPE PLAN to scale (8 in 1 1), in color. ® IRRIGATION PLAN (required for Level Two and Three applications) ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable H. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4- 202.A.21) ® STORMWATER PLAN. including the following requirements: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; Stormwater,l.calculations for attenuation and water quality; Signature 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 ❑ COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE -IN PERMIT APPLICATIONS, if applicable o R L BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as pa of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ® BUILDING ELEVATION DRAWINGS -all sides of all buildings including height dimensions, colors and materials ❑ REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 i/2X 1 1) (black and white and color rendering, if possible) as required J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) . ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ® All PROPOSED freestanding and attached signs; Provide details 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 ,/2X 1 1) (color), if submitting Comprehensive Sign Program application. Page 5 of 7 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater a Include gas required if proposed development w., grade the acceptable level of se anyaroao./ is a optled meom a erisbe Plan. Trip generation shall be based on the most recent edition of the Institute of Transp on Engineer's Trip General Manual. Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. _. SIGNATURE: , the undersigned, acknowledge that all representations made in this ipplication are true and accurate to the best of my knowledge and wthorize City representatives to visit and photograph the property lescribed in this application. Signature of roperty owner or representative C, C 0-4� /304./e7- Ao-%mod / !✓J�• STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and . subscribed before , e this day of f A.D. 20 to by who is <ersonally "known lass prcYduced — as identification. My commission expires: .OV Brigihe L. Safranek My Commission DD298791 OF F/ Expires March 10, 2008 RECEIVED NOV 18 2004 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL Page 6 of 7 — Flexible Development Application - Comprehensive Infill Redevelopment Project— City of Clearwater CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AG�i INAL MO �o PLANNING & DEVELOPMENT SERVICES AD MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2'A FLOOR '' PHONE (727) - 5621567 FAX (727) 5621576 /< iv vcE L ) L' (Name of all property owners) 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: (Address or General Location) 2. That this property constitutes the property for which a request for a: SET 2 9 2004 I ✓tLo �iCJ%� P1 ANNUNIr-, _ g. ._E', w ENT SERVICES CITY OF CLEARWATER 3. That the undersigned as ave) appointed and oes do) appoint as (hisllheir) agent(,) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That (1/we), the undersigned authority, hereb that fi4 a foregoing rue nd correct. P petty Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS „Before me the uned, an officer duly coma /, personelly appeared deposes and says that he/she fully understands My Commission Expires: -7/ &/08- S: application forms/development review/Affidavit to Authorize Agent �•�,y1Y PV6''� John J. ORReill Commission #DD335 .. �= Expires: Jul 06, 2008 Bonded Thru Atlantic Bonding Co., Inc. by the la s of the State of Florida, on this J 197p who a% its of the aftidavit,ihat he,/sh ignp ( I V - day of rswom ORIGINAL N, X041 A 101 A -01 KEY VMST GRILL REDEVELOPMENT NOV 18 2004 FLEXIBLE DEVELOPMENT APPLICATION (ADDITIONAL SHAPING DEPARTMENT Emy OF CLEARWATER Application Pate 1 DESCRIPTION OF REQUEST(S): Section 2- 702.TABLE — Request variance from 10' min side yard and 20' min rear yard in the following areas: (a) The parking field and dumpster along the north property line encroach into the required 20 foot setback area. The encroachment ranges from the most setback area provided of 12.50 feet to the least setback provided of 3.14 feet at the dumpster. Many of the spaces in this area are being retained from the existing development and the parking field does not encroach any further than the existing parking field. With regards to the dumpster, Bob Cantrell indicated in a site visit that this area would be the optimal location for the trash pick -up circulation. (b) Please refer to the explanation below regarding the areas of setback and landscape buffer encroachment on the side yards. .Section 3- 1202.D.1.TABLE — Request variance from required 5' min wide buffer between non - residential and non - residential in the following areas: (a) The proposed site plan provides only a 3.8 foot wide buffer along the eastern property line. Viburnum suspensum/sandankwa viburnum type landscaping is proposed in the buffer. Please note the existing development only provides a 2.03 foot wide landscape buffer. (b) Currently a 3.54 foot landscape buffer is provided in the southwest corner of the parking field. The parking space and subsequent 3.54 foot landscape buffer in this area will remain in the proposed condition. Section 3- 1404.E. - The developer requests a 25 percent reduction in the number of off - street parking spaces based upon the proposed development design to retain a number of existing trees that were rated 3 -5 by the project arborist. Also, there are existing nonexclusive easements for ingress /egress, parking, pedestrian and passenger vehicular use traffic in place with the surrounding commercial properties to eliminate the need for any on- street parking. Application Paee 2 /� D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3- 913.A) O R I G I N A L K:\PROJECTS \000 \049043\Doc \Clearwater\FLEX DEV APP CONT -doe -"I- C= 0 N 00 e--I s 0 z 1. The existing development is a 6,500 sf restaurant. The proposed development is 10,200 sf of commercial retail building including a 2,500 sf restaurant. Developments surrounding the subject property include restaurants and other commercial services. The proposed development meets the existing zoning, land use, FAR, building setback, building height, impervious surface ratio requirements for the subject property. 2. The proposed commercial retail/restaurant is consistent with the surrounding properties which include restaurants and other commercial services. The proposed development includes a sit down restaurant and specialty retail which will be a consumer attraction. The architectural finish of the proposed building will add aesthetic value to the commercial center. 3. Health: No toxic or harmful uses are proposed on the subject property. Stormwater runoff will continue to be routed to and treated in the existing stormwater pond adjacent to SR 60. A grease trap shall be installed to manage to effluent from the proposed restaurant. Safety: The proposed development will maintain the same points of access as the existing. A proposed handicap accessible sidewalk path is provided from the building entrance to the existing sidewalk on SR 60. 4. As shown in the enclosed Trip Generation Table, the existing development produces 826 daily trips and 71 peak hour trips, while the proposed development generates 659 daily trips and 48 peak hour trips. Therefore, the proposed development will minimize the existing traffic conditions. W Q5. Developments surrounding the subject property include restaurants and other commercial services. The proposed commercial retail and restaurant will blend Qseamlessly with the neighboring commercial community. U Z,,L 6. The proposed commercial development consisting of specialty retail and a sit down Z 0 restaurant will not have adverse impacts to the visual, acoustic, olfactory and hours of as. V operation of the adjacent commercial retail and restaurant property. COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA: 1. The proposed development meets the existing zoning, land use, FAR, building setback, building height, impervious surface ratio requirements for the subject property. In order to provide adequate widths for the proposed retail tenants and allow an access drive to the rear of the building; the proposed development will require the following variances: Section 2- 702.TABLE - Request variance from 10' min side yard and 20' min rear yard in the following areas: (a) The parking field and dumpster along the north property line encroach into the required 20 foot setback area. The encroachment ranges from the most setback area provided of 12.50 feet to the least setback provided of 3.14 feet at the dumpster. Many of K:\PROJECTS \000 \049043\Doc \Clearwater\FLEX DEV APP CONT -doc ORIGINAL the spaces in this area are being retained from the existing development and the parking field does not encroach any further than the existing parking field. With regards to the dumpster, Bob Cantrell indicated in a site visit that this area would be the optimal location for the trash pick -up circulation. (b) Please refer to the explanation below regarding the areas of setback and landscape buffer encroachment on the side yards. Section 3- 1202.D.LTABLE — Request variance from required 5' min wide buffer between non - residential and non - residential in the following areas: (a) The proposed site plan provides only a 3.8 foot wide buffer along the eastern property line. Viburnum suspensum/sandankwa viburnum type landscaping is proposed in the buffer. Please note the existing development only provides a 2.03 foot wide landscape buffer. (b) Currently a 3.54 foot landscape buffer is provided in the southwest corner of the parking field. The parking space and subsequent 3.54 foot landscape buffer in this area will remain in the proposed condition. Section 3- 1404.E. —The developer requests a 25 percent reduction in the number of off - street parking spaces based upon the proposed development design to retain a number of existing trees that were rated 3 -5 by the project arborist. Also, there are existing nonexclusive easements for ingress /egress, parking, pedestrian and passenger vehicular use traffic in place with the surrounding commercial properties to eliminate the need for any on- street parking. Application Pate 3 2. The subject property currently contains a vacant restaurant that is not in operation. The proposed development of the subject property consists of specialty retail tenants and a sit down restaurant tenant that will enhance the value of the site. 3. The subject property is currently zoned- Commercial with a Commercial General land use. The proposed commercial retail/restaurant meets the existing zoning and land use criteria. 4. The developments surrounding the subject property are zoned Commercial with Commercial General land uses. Therefore, the proposed commercial retail /restaurant is compatible with existing zoning and land use of adjacent properties. 5. We are not proposing to change the zoning or land use of the subject property, o 2~ Q therefore, the project site is the ideal location for the proposed commercial > a. 9X retail/restaurant development. °�° p U U z Z "' Z� ORIGINAL Lm �U K:\PROJECTS \000 \049043\Doc \Clearwater\FLEX DEV APP CONT -doc � C 6. The subject property currently contains a vacant restaurant that is not in operation. The proposed development contains specialty retail and restaurant tenants that will provide a viable development rather than the existing, dormant property. 7. The redevelopment of the subject property will provide the community with viable tenants, new architecturally finished building, fresh landscaping and overall improvement of parking field including new pavement, curbing, sidewalks, etc... The revitalized site will become an asset to the immediate community. 8. The proposed development will encroach on the 10' side yard and 20' rear yard setback; fail to provide the 5' landscape buffer along the east property line and southwest corner of the parking field; and apply the 25 percent parking reduction clause. However, the proposed site plan preserves a number of existing, large oak trees rated 3 -5 by the project arborist. The developed site proposes enhanced interior and roadside landscaping designed to benefit the environmentally friendly community. 9. The developer requests a 25 percent reduction in the number of off - street parking spaces based upon the proposed development design to retain 'a number of existing trees that were rated 3 -5 by the project arborist. Also, there are existing nonexclusive easements for ingress /egress, parking, pedestrian and passenger vehicular use traffic in place with the surrounding commercial properties to eliminate the need for any on- street parking. All internal access points to neighboring property have been maintained to continue internal traffic circulation. 10. The proposed building is a 10,200 sf commercial building with three specialty retail tenants and one sit down restaurant. The building will consist of an aesthetically pleasing architectural finish as shown in the color renderings. In W W o W �� OQ LL U o Z _zo W Q/ U ORIGINAL K:\PROJECTS \000 \049043\Doc \Clearwater\FLEX DEV APP CONT -doc Planning and Development Services O 100 South Myrtle Avenue cicaivater Telephone 7271562 4567 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: / COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revised 9/19/2001) D. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 41001) APPLICANT NAME: -job 10 s+gs� �± MAILING ADDRESS: PHONE NUMBER: �Z%. I �� Z 7ij FAX NUMBER: PROPERTYOWNER(S): (Must include ALL owners) AGENT NAME: (Contact Person) _ / i�/�Yz�i�, /� _'F_ z r/ / 4 MAILING ADDRESS: L100 pc�.�.c/ % /Gt�J� �l�G. p4 /hi /� u ✓�p /"lam �G��y GS PHONE NUMBER: 77,7 7". /. clOCJ FAX NUMBER: 4 2 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 additio"R5 rEIVE provided on this worksheet: Architectural Theme. NOV 18 2004 a. The landscaping in a Comprehensive Landscape Program shall be designed as a p I� &MTMENT theme of the principal buildings proposed or developed on the parcel proposed for CI�eEARWATER 111 t•S.:�t'�•.�si.Z�»GL7L�i'�t�= OR b. The design, character, location and /or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. �� _cm-e a,--C s e- - /V71,"D �j %a�� 742<�%T & 6e AOI Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned 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 � _ � i/ . .rte / JIM Nov I $ 104 NG pEPAWA E 1 P � N� OF CLEAR Pa,, 2 of 3 ORIGINAL J? • — 4. Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. UCtic</ . 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. s. r�� Please return checklist for review and verification. Date: _ —_l4 l"� —__ RECEIVED Nov 18 2004 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL (Signature of applicant) Karen c er ing S: application forms /development review /comprehensive landscape program application.doc Commission DD298702 i'a3,je .3 of 3 a a Expires March 23, 2006 ■ TREE BARRICADE (TYR.) EXISTING UNOERSTORY TO REMAIN. I TREE BARRICADE (TYP.) EXISTING UNOERSTORY TO REMAIN. i� n S s wir a�uw o smi LOWER BRANCHES OF TREE BARRICADE M ) EXISTING RSTDRY TO REMAIN. ORIGINAL. ee ��2 lujj A :I saws /i!ll��. • B A Y B • • Li WIn BARRICADE (T .) EXISTING UNDERSTORY TO REMAIN. RECEIVED ULC o a 2004 PLANNING DEPARTMENT CITY OF CLEARWATER TREE BARRICADE (TYP.) TREE WELL IF NEEDED. EXISTING UNDERSTORY TO REMAIN. 4W _ r4 vn II I II I TREE BARRICADE (TEED) TREE WELL IF I� NEEDED. EXISTING UNDERSTORY TO REMAIN. -- E _ \ n 11 6 � S G G O H N rr P Ir - 11 C rr 0 I n li II II II Ili —LOWER BRANCES OF EXISTING TREE TO BE 1�TRIMMED TO ALLOW DUMPSTER PICK —UP i TREE BARRICADE I- BOTANICAL /COMMON NAME SIZE (TYP.) TREE WELL IF aLL OUERCUS VIRGINMNA /LNE OAK 2.5' C.I. 10' HT. X 4' SPD. �LL 7 IL JLL UNDERSTORY TO 2 UGUSTRUM JAPONICUM /UGUSTRUM N W0 ao W W0 a ®r r cc a m x 3 GAL 10' HT. X 10- SPD. i TREE BARRICADE QTY. BOTANICAL /COMMON NAME SIZE (TYP.) TREE WELL IF 6 OUERCUS VIRGINMNA /LNE OAK 2.5' C.I. 10' HT. X 4' SPD. NEEDED. EXISTING 7 IAGERSTROEMIA INDICA/CRAPE MYRTLE B' HT. X 5' SPO. STANDARD. DK. PINK UNDERSTORY TO 2 UGUSTRUM JAPONICUM /UGUSTRUM N REMAIN.s h �I ICI m;r II II 12' C.T. HT. a ®r r Etu$T71G $TORYWATER a 48 \.MULCH �9 3 GAL 10' HT. X 10- SPD. 0 200 704 TBD VIBURNUM SUSPENSUM /SANDANKWA VIBURNUM TRACHELOSPERMUM ASIANCUM /ASbVK: JASMINE ARGENTINE RAHIA 3 GAL 24' HT. 36* O.C. 1 GAL. O 15. O.C. SOD — / J._ _ N NPEVEx1EA I � Y _ jjf "r NONENCL04 EA E4ENT FO iuGE S. xs:w.w VINO eNSSCxeex avNa�m �+ a4 — - "" - i:EW4�u EASEMCN� G U L F T O B A Y B O U L E V A R D S T A T E R 0 A D 6 0 vn'R/ TREE BARRICADE (TYP.) TREE WELL IF NEEDED. EXISTING II UNDERSTORY TO REMAIN. L ._ - - -- ---- -- - - -- I TREE BARRICADE (TIP.) TREE WELL IF NEEDED. EXISTING UNDERSTORY TO REMAIN. i l� 0' 20' 40' SCALE.® LANDSCAPE CALCULATIONS BUFFER 1 MEE PER 35' 771/35 BUFFER TREES PROVIDED INTERIOR LANDSCAPING 24.139 SF. V.U.A. 24.139 X 10% REWIRED INTERIOR OPEN SPACE INTERIOR WEN SPACE PROVIDED 1 TREE PER 150 S.F. REWIRED INTERIOR WEN SPACE INTERIOR TREES PROVIDED PLANT UST 22 TREES 15 TREES 2.414 S.F. REWIRED OPEN SPACE 3.542 S.F. 16 INTERIOR TREES 21 INTERIOR TREES SYM. QTY. BOTANICAL /COMMON NAME SIZE ® 6 OUERCUS VIRGINMNA /LNE OAK 2.5' C.I. 10' HT. X 4' SPD. ® 7 IAGERSTROEMIA INDICA/CRAPE MYRTLE B' HT. X 5' SPO. STANDARD. DK. PINK O 2 UGUSTRUM JAPONICUM /UGUSTRUM N 0 4 MULCH 12' C.T. HT. a I r Etu$T71G $TORYWATER 0 48 RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL 10' HT. X 10- SPD. 0 200 704 TBD VIBURNUM SUSPENSUM /SANDANKWA VIBURNUM TRACHELOSPERMUM ASIANCUM /ASbVK: JASMINE ARGENTINE RAHIA 3 GAL 24' HT. 36* O.C. 1 GAL. O 15. O.C. SOD — / J._ _ N NPEVEx1EA I � Y _ jjf "r A a4 — - "" - i:EW4�u EASEMCN� G U L F T O B A Y B O U L E V A R D S T A T E R 0 A D 6 0 vn'R/ l� 0' 20' 40' SCALE.® LANDSCAPE CALCULATIONS BUFFER 1 MEE PER 35' 771/35 BUFFER TREES PROVIDED INTERIOR LANDSCAPING 24.139 SF. V.U.A. 24.139 X 10% REWIRED INTERIOR OPEN SPACE INTERIOR WEN SPACE PROVIDED 1 TREE PER 150 S.F. REWIRED INTERIOR WEN SPACE INTERIOR TREES PROVIDED PLANT UST 22 TREES 15 TREES 2.414 S.F. REWIRED OPEN SPACE 3.542 S.F. 16 INTERIOR TREES 21 INTERIOR TREES SYM. QTY. BOTANICAL /COMMON NAME SIZE ® 6 OUERCUS VIRGINMNA /LNE OAK 2.5' C.I. 10' HT. X 4' SPD. ® 7 IAGERSTROEMIA INDICA/CRAPE MYRTLE B' HT. X 5' SPO. STANDARD. DK. PINK O 2 UGUSTRUM JAPONICUM /UGUSTRUM B' HT. X 5' SPD. 3 TRUNK MIN. 0 4 SABAL PALMETTO /SABAL PALM 12' C.T. HT. 0 29 ILEX VOMITORIA 'NANA' /DWARF YAUPON HOLLY 3 GAL 10' HT. X 10 SPD. 0 48 RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL 10' HT. X 10- SPD. 0 200 704 TBD VIBURNUM SUSPENSUM /SANDANKWA VIBURNUM TRACHELOSPERMUM ASIANCUM /ASbVK: JASMINE ARGENTINE RAHIA 3 GAL 24' HT. 36* O.C. 1 GAL. O 15. O.C. SOD 48 HOURS BEFORE DIGGING 'CALL SUNSHINE' 1 -800- 432 -4770 as :9 s } 3 n F q3 E 8 �a„ FQ q4 - ILN) o O O W� o W Q Q 2 0 w� 0 Z J Q J LL J J y a Z CL QQ U w a a J J w } Z W � Y 91 REV.- 11.01 . 45.17 e N fV 0 I9 EMIR � y 4- elm :1W Ri�l�. . u 0 I rrr. VINIIIIIIIII . LA W 0' 40' SCALE: I" =. 40' a - POST— DEVELOPMENT ••• DRAINAGE BASIN = ° 4279 " 43,061 S.F. ry POST— DEVELOPMENT I' % V.EWALK I IMPERVIOUS = 32,136 S.F. CURB INLET THROAT ELEV. - 43.82 POST— DEVELOPMENT PERVIOUS = GULF TO BAY B 0 U L E V 10,925 S.F. S T A T E R 0 A D 6 0 120' R/W PEDESTRIAN ANDI D te: 10/12/04 F Q a EN6 /NEEH/NG, 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 Tel: (727) 789-9500 89-95 0 /NC, www•avideng.com Proj.No.: 049 -043 Sheet: 2 of 2 Z J a� .,� J� HO ;O Ul W0 -no W0 1-0 B CC �N W it x 0 I rrr. VINIIIIIIIII . LA W 0' 40' SCALE: I" =. 40' a - POST— DEVELOPMENT ••• DRAINAGE BASIN = ° 4279 " 43,061 S.F. ry POST— DEVELOPMENT I' % V.EWALK I IMPERVIOUS = 32,136 S.F. CURB INLET THROAT ELEV. - 43.82 POST— DEVELOPMENT PERVIOUS = GULF TO BAY B 0 U L E V 10,925 S.F. S T A T E R 0 A D 6 0 120' R/W PEDESTRIAN ANDI D te: 10/12/04 ATY ;WST GRILL REHAB POST — DEVELOPMENT DRAINAGE BASIN Q a EN6 /NEEH/NG, 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 Tel: (727) 789-9500 89-95 0 /NC, www•avideng.com Proj.No.: 049 -043 Sheet: 2 of 2 Key West Grill Redevelopment I-Dec-04 Avid Project No. 049-043 Existin2 Conditions Ground Cover Ground Cover Area C CN C*A CN*A 0.74 (ac) 0.00 84 0.05 Total Pervious 0.24 0.20 84 0.05 19.88 Impervious 0.71 0.95 98 0.68 69.87 Surface Water 0.00 1.00 100 0.00 0.00 Total 1 0.95 Composite Value 0.76 94.51 0.38 47.26 C* CN *Existing development has Runoff Coefficient of 0.76; by City of Clearwater Design Criteria, the'C'value will be reduced by 1/2 in the pre-developed condition. PrODosed Ground Cover Calculation Ground Cover Area (ac) Pervious 0.25 Impervious 0.74 Surface Water 0.00 84 0.05 Total 0.99 C CN C*A CN*A 0.20 84 0.05 21.07 0.95 98 0.70 72.30 1.00 100 0.00 0.00 Composite Value 0.76 94.45 C CN I Detention Volume Calculation AQ = ACIA AC= 1= A= AQ= 25-YR, 24-HR 'I Volume= 0.38 3.6 in/hr 0.99 ac 1.35 cfs ' )TORM EVENT 4,845 cu ft F:\DOC.\814001\Drainage\Drainage Calcs-Attenuatexls Prepared 13y: AMB Key West Grill Redevelopment Avid Project No. 049 -043 Proposed Pond Stage /Storage Calculation Elev (ft NGVD) Area (sf) Incr Vol (cu -ft) Cumul Vol (cu -ft) 42.00 975 0 0 43.00 1,960 1,321 1,321 44.00 2,945 2,508 3,828 44.80 4,040 2,794 6,622 Water Quality Volume= Water Quality Stage= Area at WQ Elev= Required Pond Volume= 25 -yr DHW Elev= Freeboard Provided= 1,794 cu ft 43.13 2,209 sf 4,845 cu ft 44.22 0.58 ft (0.5 ft required) 1- Dec -04 F:\DOC \814001\Drainage\Drainage Calcs- Attenuate.xls Prepared By: AMB Key West Grill Redevelopment 1- Dec -04 Avid Project No. 049 -043 STAGE - STORAGE & STAGE - DISCHARGE OVERFLOW INVERT WIDTH = 0.38 ft HEIGHT = 1.37 ft WEIR'C' VALUE = 3.15 K:\PROJECTS\ 000 \049043\Doc\Drainage\Drainage Calcs- Attenuate.xls AVID ENGINEERING, INC. 42.00 975 42.00 0 44.80 4,040 44.80 0 0.10 DEFAULT VALUES POND -1 POND -2 TOTAL 'V' INCR. AREA AREA AREA CUM. VOL. OUTFLOW ELEV (ft-2) ELEV (ft-2) (ft-2) (ft-3) (cfs) 42.00 975 42.00 0 975 0 0.00 42.10 1,084 42.10 0 1,084 103 0.00 42.20 1;194 42.20 0 1,194 217 0.00 42.30 1,303 42.30 0 1,303 342 0.00 42.40 1,413 42.40 0 1,413 478 0.00 42.50 1,522 42.50 0 1,522 624 0.00 42.60 1,632 42.60 0 1,632 782 0.00 42.70 1,741 42.70 0 1,741 951 0.00 42.80 1,851 42.80 0 1,851 1,130 0.00 42.90 1,960 42.90 0 1,960 1,321 0.00 43.00 2,070 43.00 0 2,070 1,522 0.00 43.10 2,179 43.10 0 2,179 1,735 0.00 43.13 2,209 43.20 0 2,209 1,794 0.00 WATER 43.20 2,289 43.20 0 2,289 1,958 0.02 QUALITY 43.30 2,398 43.30 0 2,398 2,192 0.09 43.40 2,508 43.40 0 2,508 2,438 0.17 43.50 2,617 43.50 0 2,617 2,694 0.27 43.60 2,726 43.60 0 2,726 2,961 0.39 43.70 2,836 43.70 0 2,836 3,239 0.52 43.80 2,945 43.80 0 2,945 3,528 0.66 43.90 3,055 43.90 0 3,055 3,828 0.81 44.00 3,164 44.00 0 3,164 4,139 0.97 44.10 3,274 44.10 0 3,274 4,461 1.15. 44.20 3,383 44.20 0 3,383 4,794 1.33 44.22 3,400 44.30 0 3,400 4,845 1.35 25 YEAR 44.30 3,493 44.40 0 3,493 5,138 1.52 STORM 44.40 3,602 44.50 0 3,602 5,493 1.71 44.50 3,712 44.60 0 3,712 5,858 1.92 44.60 3,821 44.70 0 3,821 6,235 2.22 44.70 3,931 44.80 0 3,931 6,622 2.36 44.80 4,040 44.90 0 4,040 7,021 2.49 K:\PROJECTS\ 000 \049043\Doc\Drainage\Drainage Calcs- Attenuate.xls AVID ENGINEERING, INC. Key West Grill Redevelopment Avid Project No. 049 -043 UNDERDRAIN STAGE - DISCHARGE & TIME UNDERDRAIN TOTAL LENGTH = 20 ft. DIAMETER = 6 in. LOWEST INVERT = 41.00 HIGHEST INVERT = 41:04 MANNING'S'n' = 0.015 DRAINAGE AREA = 0.99 acres 1,794 ftA3 NUMBER OF PIPE RUNS = 1 PIPE SLOPE = 0.20 % AVERAGE INVERT = 41.02 PIPE CAPACITY = 783. ftA3/hr PERMIABILITY (K) = 5.40 ft/hr 43,061 ftA2 WATER QUALITY VOLUME = 1,794 ftA3 1- Dec -04 TOTAL VOLUME (ftA3) = 1,794 TOTAL TIME (hrs) = 19.74 NOTE: 4.00 INDICATES USER IMPUT 4.00 INDICATES CALCULATED VALUE LIST OF ATTACHMENTS Attachment Description A Stormwater Tabulations B SWFWMD Permit Exemption Inquiry Attachment A Stormwater Tabulations Hydraflow Plan View D -3 2 D -.2 1 Outfall Project file: Storm Drain.stm No. Lines: 2 10 -12 -2004 Hydraflow Storm Sewers 2003 Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn Line (ft) (ac) (ac) (C) (min) (min) (in /hr) (cfs) (cfs) (ft/s) (in) ( %) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 50.0 0.40 0.88 0.95 0.38 0.84 10.0 11.2 7.2 5.98 2.89 4.88 15 0.20 43.10 43.00 44.73 44.30 46.35 44.25 D2 -D1 2 1 200.0 0.48 0.48 0.95 0.46 0.46 10.0 10.0 7.5 3.41 2.89 2.78 15 0.20 43.50 43.10 45.54 44.99 47.00 46.35 D3 -D2 Project File: Storm Drain.stm Number of lines: 2 Run Date: 10 -12 -2004 NOTES: Intensity = 14.3539 + - 3.1014(X) + - 0.0100(X) ^2 + 0.0253(X) ^3 -- X = Ln(Tc)(min); Return period= 10 Yrs. Hydraflow Storm Sewers 2003 Attachment B SWFWMD Permit Exemption Inquiry September 29, 2004 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789 -9500 Fax (727) 784 -6662 www.avideng.com LC- 0000361 Authorization #6139 Mr. Richard Alt Southwest Florida Water Management District 7601 Highway 301 North Tampa, FL 33637 Re: Permit Inquiry Key West Grill Redevelopment Clearwater, FL (Pinellas County) Avid Project No. 049 -043 Dear Mr. Alt: Confirming our conversation, the following items have been enclosed for your review for Permit determination; 1. Five (5) sets the Site Plan, Paving, Grading, & Drainage Plans, and Survey; 2. One (1) copy of the Permit Inquiry Checklist; 3. One (1) copy of Project Location Map; 4. One (1) copy of the Aerial Photograph. The proposed development does not increase the impervious surface or vehicular use area from the existing site conditions. Please contact me if you have any questions or require any additional information. Sincerely, Avid Engineering, Inc. r Aimee M. Boulet, E.I. Design Engineer Cc: City of Clearwater K:\PROJECTS\ 000\ 049043\ Doc \SWFWMD\R.A_092904_L - Exempt.doc PERMIT INQUIRY CHECKLIST Land Owner(s) Contact Person's Name: John Sabow, Director of Development Company Name: KB Investment Holdings, Ltd. Address: 2226 State Road 580, Clearwater, FL 33763 -1126 Phone #: 727.499.2226 Project Name:Key West Grill Redevelopment County: Pinellas Please label the following items in square feet: Existing Conditions: Building, Sidewalk, etc.: 5,687 so. ft. 24,308 Vehicular Use: 26,188 sg. ft. Grass, Open Area: 16,514 sq. ft. sa. ft. Total Lot Area: 54,010 sq. ft. Agent (If Different from Land Owner) Contact Person's Name: i Aimee M. Boulet, Authori2ed Agent Company Name: AVID Engineering, Inc. Address: 2300 Curlew Road, Palm Harbor, FL 34683 Phone #: (727) 789 -9500 Sec/Twp/Rge:17 /29S/16E Proposed Conditions: Building, Sidewalk, etc.: 10,200 sg. ft. Vehicular Use: 24,308 s4. ft. Grass, Open Area.: 16,590 sa. ft. Total Lot Area: 54,010 sg. ft. Submit a brief narrative describing the proposed construction activities. Submit an recent aerial photograph with the project area (proposed construction area) and total land area (total land area of ownership) delineated. Submit detailed construction drawings to clearly illustrate the proposed construction activities. Are there any wetlands in or adjacent to the project area? If so, please contact Alberto Martinez, Environmental Scientist Manager, at (813) 985 -7481, extension 2007, to discuss your project. Other useful documentation to expedite your permit inquiry review includes the Natural Resources Conservation Service (NRCS) soil survey and the Flood Insurance Rate Map (FEMA) with the project boundary delineated on each. Please mail to: Richard M. Alt, P.E. Southwest Florida Water Management District 7601 Highway 301 North Tampa, FL 33637 -6759 D-5870 cud= arantoi hereby grants to Grattan a perpetaaI non - 92islutivn eatassrit for the purpose A9 ingresa and 3grao and far parking for pedestrian add passenger.vabicular traffic over q atp'aaross the parking areas and drivesye lo9atgd•oc trig rtal f property adjacent to the Property (hereinafter targeted to. as . tFa "E6sweent Ares") and'loria particularly described an.folIOwa- A poitibn of the Northwest 1%4 of 'section 17'Thunship 29-South. Range 16 East, Piael_�s County. Ploridt. bein¢ more partiaulpglY described as follows, To ,find tun Trac Point of Beginning - QQWeaa*'at `1110 " Center of. isid section 17. Towtehlp 29 South, Range 16. Rost. .4160 bsing.tno gout BE interteatiOn of the•aantarlifte of QulfLtb -Hay Boulevard (State Road 60) and wamptou.Bomd ( County Road 144), an a Point of reference, thence along tiro Bast/wa8t aenterline.and Section. South 99 degrees 46 mimatip of second 'Neat. a distaff" at L.sf2.75 fast, there* leaving "aid oenfetlin0' and running North 00 degrase 12 minutes 99'seconds West, a•diatanpo of 60.00 fees to a point on the northerly right -Of-way line of Cult -to -Bap Boulevard Is 120 -foot right -of- wayj; theme worth 01 deacon 04 micatea 04 seconds Bast. a dfatance of 199:54 goat, thence worth 09 degreee 46 minutas•01 stiOOmd Sast, a distatee of 102.04 feat to the T -n* Point of ftnming,.•thence Borth 00 degrees 13 Minutes S9 seconds' west. dtanes'of 90.00 teat; thence worth e9 degree* 46 Minstea 01 esC*nbp East, .8 distance at 76.00 fast, thence South 00 degrea4 13 Misatet S9 0290004 Star, a distance of lo.0o feet, thence worth e9 d4tceims 46 winutas 01 second East. a distance of AS•.doi thence South Go d*gcsma 13 minutes 99 seconds East, a• at-distaucs'af 80.00 teat; thence 800311 09 doposo 46 mibutes that; a distance of 300.00 teat to the Point of l B�giminq,•taid tract Oantainil{q 0.2 sakes, Mora ae leas. acdOlding to that Survey entitled "J. J. NOgge Architectural SdzM,A Prepared by Gorge P. Young. Lna., dated July 17. 1904. reviead August 21. 1984. The rights granted berein shall be for the benefit of Oraot*s, its successors and aeeigna. customers. Invitees, i4'ee04ees, agents. amployeag and 9onaeesionaires. By .ndosptanc* Of Chia Deed. Grant** hereby agrees to keep end maintain, or cases to be kept and Maintained, the Cagament Area in a•sato and clean condition and in goad repair at acamte*4s sals.aost and mtpsase. Grantor hereby agrees mat to *coot 0r permit the *rection•Ot any abstraction upon the Renewee Ares wbich•will in SAY way interface with the rights granted to Grantee herein. Grantor rosecvsa the right to construct. at Grantor -s espensa, a aucb•ant an the southern boundary line at the Coagulant Area and a driveway to ocnvict vitb the proposed drivaWay to be located thereon. In coccgccUp with such •construction. Grantor may :wove a masaMnm of three (2) packing $Pecos located in the Resonant A; 5679 ud32' MMXDIT B-I, ;FINED RE NOV 18 2004 PLANNING DEPARTMENT Prepared by CITE( OF CLEARWATER John W. Johnson. President Century Title and Abstract, Inc. 325 Belcher Road North KARLEEN F. DE BLAKER, CLERK OF COURT Clearwater, Florida 33765 PINELLAS COUNTY FLORIDA llNST# 2004206MI 08/9812004 at 03:36 PM REC BK:13680 PG: 464 -465 File Number: 42,466 OFF ype:DEED RECORDING: $10.60 6` " - -" ORIGINAL General Warranty Deed Made this May 17, 2004 A.D. By Robley Investments, LC, a Florida Limited Liability Company, hereinafter called the grantor, to KB Investment Holdings, Ltd., a Florida Limited Partnership, whose post office address is: c/o Boulder Venture South, LLC, 2226 State Road 580, Clearwater, ILL 33763 -1126 ' hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the hers, lcgmi reptescrntanves and assigns of mdividuals, and the suecessom and assigns of corporations) WitnesSeth, that the grantor, for and in consideration of the sum ofTen Dollars, (S 10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confums unto the grantee, . all that certain land situate in Pinellas County, Florida, viz: PARCEL 1: Lot 1, Block 1, J.J. Muggs Subdivision, as per plat thereof recorded in Plat Book 91, page 40, Public Records of Pinellas County, Florida. TOGETHER WITH a perpetual nonexclusive easement for ingress and egress and for parking for pedestrian and passenger vehicular mimic over and across the parking areas and driveways located on the following described parcel: A portion of the Northwest 1/4 of Section 17, Township 29 South, Range 16 East, Pinellas County, Florida, being more particularly described as follows: Commence at the center of said Section 17, Township 29 South, Range 16 East, also being the point of intersection of the centerline of Gulf to Bay Boulevard (State Road 60) and Hampton Road (County Road 144) as point of reference; thence along the East/West centerline of said Section S 89 deg. 46'01 " W, 1,882.78 feet thence leaving said centerline N 00 deg. 13' 59" W, 60.00 feet to a point on the Northerly right of way line of Gulf to Bay Boulevard (a -120 foot right of way); thence N 01 deg. 04'04" E. 199.84 feet; thence N 89 deg. 46'01" E, 102.04 feet to the Point of Beginning; thence N 00 deg. 1315911 W, 90.00 fee:; thence N 89 deg. 46 01" E, 75.00 feet; thence S 00 deg. 13'59" E, 10.00 feet thence N 89 deg. 46'01" E, 25.00 feet; thence S 00 deg. 13'59" E, 80.00 feet; thence S 89 deg. 46' 01" West, 100.00 feet to the Point of Beginning. TOGETHER WITH all other easement rights contained in Warranty Deed by and between MDC Associates 81-A, Ltd., a Georgia limited partnership, which has as its sole general partner Metro Development Corporation, a Georgia Corporation, and Steak and Ale of Florida, Inc., dated 10/25184, recorded in O.R. Book 5870, page 1322, Public Records of Pinellas County, Florida. TOGETHER WITH all easement rights contained in Access Easement by and between Steak and Ale of Florida, lac.., a Nevada corporation and MRL #C -III, Ltd., a Texas limited partnership, dated 6/30 /89, recorded in O.R. Book 7036, page 46, Public Records ofPineIlas County, Florida, as modified by instrument dated 12/24/97 and recorded in O.R. Book 10377, page 554, Public Records of Pinellas County, Florida. Parcel ID Number 1 -1 -29- 1659392 -001 -0010 SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. t Prepared by: John W. Johnson, President Century Title and Abstract, Inc. 325 Belcher Road North Clearwater, Florida 33765 File Number. 42,466 In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and el' a in our presence: �y Robley Investai C, a Florida Limited Liability Company wim rmt ohn W. Johnson ley: Robert F. f oa , Manager 1344 Dartford Drive ._./41A _ .,— 4— n ! I P n Aft . . L Tarpon Springs, FL 34688 Witness Pnnted Name Martha S. Weaver State of Florida County of Pinellas The foregoing instrument was acknowledged before me this 17th day of May, 2004, by Robert F. Amerson , Manager on behalf of Robley Investments, LC, a Florida Limited Liability Company, who islare personally known to me or who has produced driver's licenses as identification. Pr t Nam t� p mmission Expires: P" OV 27,2p I. Di1260926.- . - - ° -o: FLD20O4 -09069 2660 GULF TO BAY BLVD Date Received: 09/29/2004 KEY WEST GRILL REDEVELOPMENT ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 291A PLANNER OF RECORD: MHR CLWCoverSheet Key West Grill Redevelopment City of Clearwater Table of Contents ProjectNarrative ....................................................................... ............................... I Conclusion.................................................................................. ..............................2 LocationMap ............................................................................. ..............................3 Pre - Developed Drainage Basin Map ......................................... ..............................4 Post - Developed Drainage Basin Map ........................................ ..............................5 Ground Cover Calculations ....................................................... ..............................6 Detention Calculations .............................................................. ..............................6 Proposed Stage /Storage Calculations ........................................ ..............................7 Stage - Storage and Stage- Discharge .......................:................... ..............................8 Underdrain Stage - Discharge & Time Calculation ..................... ..............................9 ATTACHMENTS Attachment A — Stormwater Tabulations Attachment B — SWFWMD Permit Exemption Inquiry DEC 12004 PROJECT NARATIVE: The project site is located at 2226 Gulf to Bay Boulevard across the street. from the Clearwater Mall (see location map). Pre - Development Conditions: The 1.24 -acre property is currently developed as a 5,687 sf Key West Grill restaurant with associated parking and infrastructure. 0.95 acres of the existing development is collected by the storm sewer system and routed the existing stormwater pond located in the front of the property (See Pre - Development Drainage Basin Map). The remainder of the existing site drains to neighboring property. Post - Development Conditions: The proposed development consists of a 10,200 sf commercial retail building with associated parking and infrastructure. The proposed design will collect and route 0.99 acres of stormwater runoff to the existing stormwater pond located in the front of the property (See Post - Development Drainage Basin Map). The remainder of the site will continue to drain to neighboring property. Detention Volume and Allowable Discharge Rate The 25 -yr, 24 -hr detention volume was established by calculating the DELTA Q. By City of Clearwater Design Criteria, the runoff coefficient will be reduced by 1/2 in the pre- developed condition. The DELTA Q was determined using a 1 -hour time of concentration, resulting 4,845 cubic feet of required storage. This calculation also established the allowable discharge rate to be 0.99 cfs. Water Quality The proposed water quality treatment system is a 6 -inch pvc underdrain treating the first half -inch of runoff over the post developed basin area. The water quality volume stages to elevation 43.13, therefore the existing weir will be modified to begin at this elevation. Water Quantity The Rational Method was utilized to size the weir to satisfy the allowable discharge rate while providing the required detention volume. As a result, the 25 -year design high water (DHW) for the post developed condition is elevation 44.22, providing 6.96 inches of freeboard in the stormwater pond. Pond Improvements: In order to ensure the stormwater pond will function effectively, the construction plans propose to improve the existing pond in the following manner: e . Modify weir invert to elevation 43.13 • Enlarge existing weir to be 0.38 feet wide 1 • Clean the pond bottom and embankment free of debri and brush • Regrade and restore the pond bottom to elevation 42.00 • Clean the outfall control structure and weir free of debri and brush • Install a 4' x 7' concrete pad at the face of the control structure to eliminate the growth of grass and weeds that block weir flow • Install an aluminum skimmer to eliminate the collection of -materials in the control structure that block weir flow CONCLUSION: The existing stormwater pond, along with the proposed improvements will provide adequate storage for 25 -year, 24 -hour storm event while meeting the allowable discharge rate. The pond will also have a water quality treatment system that recovers in less than 24 hours. 2 lll�I O MAP Amm TABLE 1 DAILY TRIP GENERATION ESTIMATES (Kev West Grill Redevelo ment ITE Trip Generation Manual, 7th Edition difference 3,700 -167 E = ITE Equation R = ITE Average Rate TABLE 3 PM PEAK HOUR TRIP GENERATION FSTIMATFS (Kev West Grill Redeveloomentl -84 -84 -60 -30 -30 ITE Daily Daily Daily Pass -By Pass -By Pass -By Net-N ew[ Net-Ne Net -New DESCRIPTION ITE Land -Use Land -Use Independent Size 2 -Way Trips Trips In Trips Out Daily 2- WayTrips Trips In Trips Out 2- WayTrips I Trips I w Trips Out Category (Code) Variable (vpd) (vpd) (-pd) Pass -by Rate (vpd) (vpd) (vpd) (vpd) (vpd) (vpd) EXISTING. DEVEtOPMENT :::::::::: i:: » »:::.`i:::::: i:: ii: >i: >i: i:'. >::'.. ' '.. . ': ' .................... ............. ........... ......................�35 ........ ......... Key West Grill High- Turnover (Sit -Down) 932 square feet 6,500 826 413 413 50% 413 207 207 413 207 207 Restaurant ITE/R FUTURE' REDfVELOPIVIENT' ........................................................................ ::::::::::':::::::::::::' ::':':::::::::::::::::::::::::: ........................ ::::::::::::: .......... :::::::::......:'::•:::' ............. .................... ::' ::::'::::•::::::::::::::::::::: ......... ........... ::::::............. ................... Chipotle Chipotle High - Tumover (Sit -Down) 932 square feet 2,500 318 159 159 50% 159 79 79 159 79 79 Restaurant Restaurant ITE/R Local Retail Local Retail Specialty Retail 814 square feet 7,700 341 171 171 43% 147 73 73 195 97 97 Center Center ITE/R Redevelopment Redevelopment I I 1 1 10,200 65=1 330 1 33301 I 1 1 26 1 353 j 177 177 ITE Trip Generation Manual, 7th Edition difference 3,700 -167 E = ITE Equation R = ITE Average Rate TABLE 3 PM PEAK HOUR TRIP GENERATION FSTIMATFS (Kev West Grill Redeveloomentl -84 -84 -60 -30 -30 ITE Trip Generation Manual, 7th Edition difference 3700 -23 E = ITE Equation R = ITE Average Rate -15 -8 -10 -7 -3 AVID Engineering, Inc. Trip Generation k: \projects \000\049043 \traffic \Trip Generation 8 Distribution(Key West Grill).zls 8/25/2004 5:56 PM ITE PM PK -HR PM PK -HR PM PK -HR Pass -By Pass -By Pass -By Net -New Net -New Net -New DESCRIPTION ITE Land -Use Land -Use Independent Size 2 -Way Trips Trips Trips PM PK -HR 2- WayTrips Trips Trips 2- WayTrips Trips Trips I Category (Code) Variable (vph) In (vph) Out (vph) Pass -b Rate (vph In (vph) Out (vph) (vph) In (vph) Out (vph) EXISTING -DEVELOPMENT::: i:::::•:::::: <! i::: is i:: >: is >::::: i:::•::•::<•::::::: >i >i >i >i::::: ': ' .................... ............. ........... ......................�35 ........ ......... Key West Grill High-Turnover (Sit -Down) 932 square feet 6,500 71 43 28 50% 35 22 14 22 14 Restaurant ITE/R FUTURE:REDEVELOPME NT:::::: < is »::::: >:' >::::::::': >.:':':':' >:' ':':. '. ' '' ' ':. ' ' ' ' ....................... .......... ............. .................... ......... ........... ................... Chipotle High - Turnover (Sit -Down) 932 square feet 2,500 27 17 11 50% 14 8 5 14 8 5 Restaurant ITE /R Local Retail Specialty Retail 814 square feet 1 7,700 21 12 9 43% 9 5 4 12 7 5 Center ITE/R Redevelopment I I I 10,200 48 28 20 i I I 1 26 15 11 ITE Trip Generation Manual, 7th Edition difference 3700 -23 E = ITE Equation R = ITE Average Rate -15 -8 -10 -7 -3 AVID Engineering, Inc. Trip Generation k: \projects \000\049043 \traffic \Trip Generation 8 Distribution(Key West Grill).zls 8/25/2004 5:56 PM 4S ,8i 49 q.19 I 1411 II i I ,age +4e.m 4an e.9eW mess a 0 I e.ss � 4s. 4039 I +N40 + 49.1 +mass � 4n m N w 0 zz 41.4 4611 nm �4e3! +4nu a4s 7em CLEV. = 48.04 = 45.17 I 4n4s 4019 � s.. pp� 95 d 4h n 0 a O Z w 7 45.14 '45,0 + 563 +"is +M31 +s.xl L � +"' LR NONE%CLUSI r'i PEDESTRIAN AN 493{ METAL 40.9>� "�' �411 _ Y1'. X SHED GRATE INLET ELEV. 47.14 IE 41Jt a.n ,1.10 41st +u.s +,3.1 589'46'01 "W 1 Date: 10/12/04 ArEy ;Wgr g9RILL REHAB 2300 Curlew Road, Suite 100 1 Palm Harbor, Florida 34683 Proj.No.: 049 -04 PRE - DEVELOPMENT Tel:(727) 789 -9500 Sheet: 1 of 2 DRAINAGE BASIN Fax: ( .avi eng.co 62 �C�/�'j����� /�� ��� www.awdeng.com 47' Ae as su ,ass 4,339 am J n 00 47.12 14-4- sm Mn 7.m 11.65 47.4nm e.: 634 ash O.1] 41- m9s n.a 4au wa a.n O N 46m N 4745 41.e> 473x 4 >d9 4751 4680 1663 4 413 47.l7 �.m 41.85 630 11 Ism a.n n.xs 46.99 4g 411 44l4 male 46.4 4465 0' 40' nss n31 n.n ^m 46x3 w.n 44 SCALE: 111 = 40' 8 4631 421E = 41.62 4v la, 4s.ls EXSW S1 ~R rs. 1. 4nlo .1 9 41.1 'i' 4. 4191 PRE - DEVELOPMENT WIER ELEVATION = 42.19 4s.1 - DRAINAGE BASIN = IF' = 41.01 S89.4s81 °W155.00' p um 41,364 S.F. si9 u35 K .:e 1410 PRE - DEVELOPMENT 435 u9s �7 i' K V SIDEWALK IMPERVIOUS = CURB INLET 31,057 S.F. • THRDAT ELEV. 4 .82 'E' (N)=38.32 G U L F T O B A Y B O U L E V A R D PRE- DEVELOPMENT STATE ROAD 60 PERVIOUS = 10,307 S.F. 1210. R/w Date: 10/12/04 ArEy ;Wgr g9RILL REHAB 2300 Curlew Road, Suite 100 1 Palm Harbor, Florida 34683 Proj.No.: 049 -04 PRE - DEVELOPMENT Tel:(727) 789 -9500 Sheet: 1 of 2 DRAINAGE BASIN Fax: ( .avi eng.co 62 �C�/�'j����� /�� ��� www.awdeng.com G E P I C ENVIRONMENTAL PLANNING INFORMATION k COUNSELING INC. 9Gp 9GG ��L F �s • � TREE PRESERVATION SPECIFICATIONS -- - -- - Author: Joseph Samnik, Consulting Arborist I: T g g,. n � , , Environmental Planning, & Courts Mc�_, � KEY WEST GRILL GULF TO BAY BOULEVARD $[P 2004 CLEARWATER, FLORIDA August 24, 2004. E PLANNING & DEVELOPMENT ! SERVICES CITY OF CLEARWATER SCOPE OF WORK: 24 trees on subject property designated for- pr- eser�ta #ion: A additional 10 trees are on neighboring property but will be barricaded. Refer to accompanying tree survey for tree tag numbers. OBJECTIVE: Eliminate failure potential of limbs and branches. Provide clearance for construction of new building as well as pedestrian and vehicular traffic. Provide protection for all site trees during demolition and construction activities. Provide preservation specifications for future viability of all site trees. All work shall be performed in compliance with the following standards: ANSI -A300, ANSI -Z133, and appropriate Federal, State of Florida, Pinellas County, and City of Clearwater regulations and to the specifications contained herein. SPECIFICATIONS: Barricades: For all trees to be preserved, barricades shall be erected at the limits of each tree canopy using orange construction fencing. These tree barricades shall be built using 2' x 2' x 4' high wooden posts at 6' on center. No encroachment or trespass within tree barricades shall be permitted. Encroachment or trespass includes, but is not limited to foot traffic, vehicles, construction material, debris, excavated material, run -off of noxious materials in solution, or grade change. Mulch: Apply to all trees. Recycled tree debris is acceptable. Pine bark is acceptable. Shredded cypress or similar is not acceptable. Kill all grass and /or weeds under trees before application. Apply mulch three inches in depth from within one foot of the tree trunk to the limits of the barricade. Crown Cleaning: All trees: Remove diseased and broken branches. Remove dead branches 2" in diameter or greater. Reduce limbs /branches with weak attachments by up to 30% of length. ' ORIGINAL 1015 Michigan Avenue ■ Palm Harbor, Florida 34683 ■ (727) 786 -8128 ■ FAX (727) 789 -1697 ■ E-MAILjoe.sarniak@verizon.net nb;a 3��'o clf E6t1i11�t . p1.SU::;:r2 S.. tU C!9!lJGjGL U 7LGCJ;{3l' I- '*z .InCC'1 UJ�21c1?L bJCfJ6d /� '!P P..asK v4scl1UJr up P, �. ,^,1t1w; +- Jos;utua:, vJ't'L$G? )p C }reov?r, -q zuq j]1.okGu p suc -tr^ be wQAC qr, j!,�7EJK +7 jIJB ItEJ,t.32 :J� fl.!`: t3fT{.��C:s.iv' potiOko ois bv'_-Jf!OU' WbbiA wn!CP 4� L" ,UC;XZ' :,1 gs'j;p t(oul : 1)"JJlo OUG touj 04 fpr, fLefy p,qi.sqqsq 6tsc.OGS cat tatEU►lzc ,a L'Cf sc:st,4clplw ;c `4t! SZP GUq�OL r.'esgz rtjoe. rtGe? ygrcic#J: ys,bin !a sEi fL6G? scAcl.,cJ jLGG q8f3L;2 tttw`psLK i8 m-Nsb;sple o! moona ujvjE;v.jj? It, ?C`lrlyi(JU' OL at.cl(15.: UaL.BA llLtl�;o EOf ;E�Ztc' n✓;J::Ir' c.JlL:fliL Lk`iGi' C 2' f LMJ-Oi* 1oJ.JpllJ PUS, pmLC61:jra 21:$tl w1- i.%GUA! ;4'6q v; Q; fLI6U.U:YI' UCjn0G'e Orrj !2 U�Jf pratµ natua �, 5 -. x �►, llilit! F ".r: i E J �oafe cif e F:L' C3U,• j:' AO GUCLUSCI!JUJGUI OL 4t.G3W2 ?. Gf3Cl.r lr. e ^sUObA •"1aiv3 oi_,)u-&: COLJ?jErlrftOL1 tliLlO05 1IJIiCrG 0_9C i.,'giJ.!l:Jgca 2jJ9j;. ^ii "►SLLICSgt:Z: hat. slj jL8 >S? <O pa bLC•?r,.L %Gq, P'3LI!C9(jG'c: ^c;:31! -If' 6: ;C.;'G0 `-, `N6 l!4!J!4= ray ' AbFCtIlCS�ic�+t'ts EQU;�'IUGU }�ki1F'aIEJ" . LGgGLS!' :ale; - of L.lottq!l' l furlfs- COnfil ` 3vcL, C.,gA of ;1GamsiGt LeUnppou? suq #t rpG su cowbltsuca /4 fN nfiCn, +turf afsc,��nkc {2 W�l 'd�'300' 'VI I- t 'suq E FLabys;c �'ilfi�2GV1 �jtOCt 2iifrC�:'.."'� -'f IGL!$ EilL f f �S(1(.51 r .?(.Jjll�11 O� GI� $tf8 jLGlc*i.' '�li P,I�((;?i;E r?}i'.it i. y ;. Bi.{Oili.iyC,) btO,IGCf!OIJ JOL `ill ails � tjrujojj!ou suq gates icpoo 9CftA!rle2' bLO:AIq , COIRI nonou O; tJGM pntlq!0 Pa 'Fl, 6sgGP4kisU su(j rGPiCA`jsL fLSt tC bLOAtgG A ' f36t'3EC.t #3t I uLtllus;s;C3tjttl4, tJC!'3EJI'si a1 vLUV? lua p'� 'c GR" bLOA;gs cicstssc jO1 - accouJI3soxiu7 fLG9 anuf GA tu: fLc_G p.id 9Lf(aif OUSt Jo f L4382 9u. Oki orlapp4ERJG bwb,: i fA pi't# mill P9 PfiLLt-^S"Gq t6%C -L jo 2CObE O . Pd1OVK —* Sit JLOP,�' ou ?npiaci bLC!&,Ll , g0'U►: Key West Grill August 24, 2004 Author: Joseph R. Samnik Certified Arborist, #SO -0408 Certified - Bureau of Entomology, #7774 Page 2 Raising: • Tree # 347 — prune 1 approximately 8" diameter limb and 2 approximately 8" diameter branches on south side of canopy to 27' vertical clearance Root pruning: Root pruning shall only be performed using equipment approved prior to commencement of work. Prune to a depth of 18" — 24 °. Back fill with site dirt from trench. • Tree # 330 — root prune to south at back of new curb Curb and Asphalt/Concrete Removal: All curbs which will be removed must be removed by hand using no heavy equipment. Tree # 349— curb to be removed by hand and island widened. Area shall be cleared of lime rock and other construction debris and re -filled with compost. Top with mulch as outlined in these specifications. NOTE: When re- surfacing of parking lot and concrete flume occurs, no heavy equipment-may be used and care must be taken not to tear any roots that may be growing between the asphalt or concrete and lime rock. These roots must be cut cleanly. Chemical Application: To all trees, apply as a foliage spray solution, at highest labeled rates, the following compatible products: • F-45 (Equivalent: Manzate; Mancozeb) • Copper • Sequestrene Iron • Adjuvent Apply Cleary's and Subdue fungicides as a soil drench at the highest labeled rates to entire canopy area limits. Apply solution amount at non - irrigated levels. For all trees, inject Paclobutrazol into the root system at a 2' radius from the trunk at the following rates: Elm - greater than 10" diameter =125 ml per 1" diameter measured at .54" from grade Elm — less than 10" diameter= 100 ml per 1" diameter measured at 54" from grade Camphor = 150 ml per 1" diameter measured at 54" from grade Oak tree species = 125 ml per 1" diameter measured at 54" from grade _9 D ECEHE . SEP 2 9 2004 1 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER ORIGINAL a , Key west Grip August 24, 2004 Author: Joseph R. Samnik Certified Arbodist, #SO -0408 Certified - Bureau of Entomology, #7774 Page 3 I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. My responsibility to Boulder Venture, AVID Engineering, the City of Clearwater, and Public Trust ends with this report. I have no responsibility to inspect or ensure any or all of the recommendations made in this report are executed, planned, or implemented. This report does not fall under the category of Privileged Information or Confidential Work Product. To simplify information in this report, it is sometimes necessary to use trade names of products. No endorsement is intended, nor is criticism implied of similar products which are not mentioned. Read all pesticide labels carefully before using. Remember, the label is the law. The pesticides recommended in this report must be applied by a State Certified Pesticide Operator licensed in lawns and ornamentals (L &O) holding a current identification card pursuant to Chapters 482 and 1055D of the Florida Statutes and the Department of Agriculture and Consumer Services. Please advise if I may be of further assistance to you in this matter. - END SPECIFICATIONS - LFSCP ? 9 2004 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER ORIGINAL BOULDER VENTURE SOUTH LLC ' KEY WEST GRILL TREE ASSESSMENT Prepared by. Joseph R. Samnik EPIC, Inc. August 24, 2004 TREE ASSESSMENT CHART - GULF TO BAY (KEY WEST GRILL SITE) TAG NUMBER COMMON NAME SIZE I DIAMETER CONDITION RATING 326 CAMPHOR 23" DIA 4 327 LIVE OAK 19" DIA 4 328 LIVE OAK 23" DIA 4 329 LIVE OAK MIS 19,15 DIA 4 330 LIVE OAK 25" DIA 4 331 LIVE OAK 21" DIA 3 332 CHERRY LAUREL 6" DIA 2 333 LAUREL OAK 22" DIA 4 334 LAUREL OAK 28" DIA 3 335 LIVE OAK 30" DIA 4 336 WATER OAK 21" DIA 3 337 CAMPHOR 13" DIA 3 338 LAUREL OAK 34" DIA 1 339 LIVE OAK 16" DIA 3 340 LIVE OAK 18" DIA 3 341 LAUREL OAK 26" DIA 4 342 WATER OAK 11" DIA 1 343 CAMPHOR 28" DIA 3 344 ELM SPP. 9" DIA 2 345 WATER OAK 16" DIA 4 346 CAMPHOR 14" DIA 2 347 LIVE OAK MIS 25,13 DIA 4 348 ELM SPP. 7" DIA 1 349 LAUREL OAK 19" DIA 4 350 LAUREL OAK 17" DIA 3 351 LAUREL OAK 20" DIA 3 352 LAUREL OAK 16" DIA 3 353 WATER OAK 22" DIA 3 354 LAUREL OAK 17" DIA 3 355 LIVE OAK 16" DIA 3 356 LIVE OAK 24" DIA 4 357 WATER OAK MIS 14,24 DIA 1 358 WATER OAK 13" DIA 2 359 CAMPHOR 21" DIA 1 360 LIVE OAK 19" DIA 3 361 WATER OAK 7" DIA 2 362 CAMPHOR 9" DIA 2 363 LIVE OAK MIS 12,14 DIA 3 364 CAMPHOR 14" DIA 2 365 LIVE OAK 11" DIA 3 366 ELM SPP. 19" DIA 2 367 CAMPHOR MIS 8,9 DIA 2 368 LIVE OAK 13" DIA 2 369 LIVE OAK 24" DIA 3 370 LIVE OAK 10" DIA 2 371 LIVE OAK MIS 5,13 DIA 3 372 LIVE OAK 32" DIA 4 373 LAUREL OAK 15" DIA 1 374 LAUREL OAK 16" DIA 4 375 WATER OAK MIS 9,9,8,6 DIA 2 376 LIVE OAK 26" DIA 4 377 LAUREL OAK 14" DIA 2 378 CABBAGE PALM 7" DIA 3 k� LONG RANGE PLANNING DEVELOPMENT REVIEW Aimee M. Boulet, E.I. Avid Engineering, Inc. 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 337.58 -4748 MUNICIPAL SERVICES BUILDING, ZOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4576 December 17, 2004 RE: Development Order — Case FLD2004- 09069— 2660 Gulf to Bay Boulevard Dear Ms. Boulet: This letter constitutes a Development Order pursuant to Section 4- 206D.6 of the Community Development Code. On December 14, 2004, the Community Development Board reviewed your Flexible Development application to permit retail sales and services and restaurants with a reduction to the side (east) setback from 10 feet to three feet (to back of curb), a reduction to the side (west) setback from 10 feet to 3.54 feet (to back of curb), a reduction to the rear (north) setback from 20 feet to three feet (to dumpster enclosure), a reduction to the required parking from 77 to 58 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704.0 and a reduction to the landscape buffer along the east from five feet to three feet, a reduction to the landscape buffer along the west from five feet to 3.54 feet and a reduction to the landscape buffer along the north from five feet to three feet, as a Comprehensive Landscape Program, under the provisions of Section 1202.G. for the site at 2660 Gulf to Bay Boulevard. Based on the application and the Staff recommendation, the Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2- 704.C. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The proposal is compatible with the surrounding area and will - enhance redevelopment efforts. BRIAN,]. AUNGST, MAYOR - COMMISSIONER HOYT HAMILTON, VICE MAYOR - COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER BILL JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER �a December 17, 2004 Aimee Boulet — Page Two Conditions of Approval: 1. That the site plan be revised, prior to building permit issuance, to correct the proposed building height (required and proposed) stated within the site data table; 2. That a revised landscape plan be submitted, acceptable to Planning staff, prior to any building permit issuance; 3. That all Fire Department concerns be addressed prior to building permit issuance; 4. That an approved SWFWMD permit or letter of exemption be provided prior to building permit issuance; 5. That prior to building permit issuance, provide a copy of the approved FDOT right -of way permit for all work to be performed within the Gulf to Bay Boulevard right -of -way; 6. That the existing freestanding sign at 2660 Gulf to Bay Boulevard be removed prior to building permit issuance; 7. That a Traffic Impact fee to be assessed and paid prior to issuance of Certificate of Occupancy, by the applicant; 8. That all proposed on -site utilities, including electric, phone and cable television, be located underground; and 9. That all signage meet Code, or be proposed through a Comprehensive Sign Program application. Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (by December 14, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. 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. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.B by the applicant or by any person granted party status within 14 days of the date of the Community Development Board meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 28, 2004. December 17, 2004 Aimee Boulet — Page Three If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner III, at 727 -562 -4836. You can access zoning information for parcels within the City through our website: www.clearwater - fl.com. Sincerely, l � Cynthia H. Tarapam, AICP Planning Director S.IPlanning DepartmentlC D BIFLEX (FLD) Ilnactive or Finished ApplicationslGulf to Bay. 2660 Key West Grill (C) 12.14.04 CDB - Approved (Gulf to Bay 2660 . Development Order December 17, 2004. doc 4 ii FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: //h'-y e Dcc fe J�' FAX: �?dpS/ — &/Z&/ 2 Phone: FROM: /vli //4 Phone: c/ch 7- DATE: SUBJECT: 27 4 (/a a � ,may ,glue MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) SEPdLM N13 REPORT Dec. 20 2004 03:33PM YOUR LOGO CityOfClearwater -Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97846662 Dec.20 03:31PM 01'45 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING ' +' OR ' -'. FOR FAX ADUANTAGE ASSISTANCE, PLEASE CALL 1 -800- HELP -FAX (435- 7329). Page 1 of 1 Reynolds, Mike From: ABoulet @avideng.com Sent: Thursday, December 16, 2004 8:38 AM To: Reynolds, Mike Cc: 049043 @avideng.com Subject: 2660 Gulf -to -Bay - Key West Grill Redevelopment Mike, Are we free to submit construction plans, or do we need to wait for additional paperwork form you or the CDB? If so, when may we expect the letter? I also have a few questions regarding the construction plan submittal: • Should building plans & civil -site plans be submitted together? • How many sets and where are they submitted? • Is there an application or fee? • Is there a schedule or deadline of when it has to be submitted (like DRC ?) Thanks for all your assistance with this project. Aimee Aimee Boulet, E.I. Design. Engineer AVID Engineering, Inc. 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Office (727) 789 -9500 Cell (727) 487 -4776 Fax (727) 784 -6662 http: / /www.avideng.com aboulet _ avideng.com. 12/19/2004 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2 °d Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: f4 l ✓k ,e.e 6 o It ke FAX: �2 cr — '6/ Z Phone: FROM: At 4- /191., il�n //j Phone: '6 2 - tIR 3 DATE: j'� j 6 o SUBJECT: a"2 '% b � - p�4 6 � �2 'c 6 a 7-' -/6 13 11(y MESSAGE: IAI v NUMBER OF PAGES(INCLUDING THIS PAGE) f '1 Dec. 10 2004 04:54PM YOUR LOGO CityOfClearwater -Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97846662 Dec.10 04:51PM 02'44 SND 07 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING ' +' OR ' -'. U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT - 100 S. MYRTLE AVE., 2 "a Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 FAX:_?��� Phone: � DATE: �Z., G S� SUBJECT: ee ?,::2 0 y D 176 6 2 c �'6 o 67,// A 10 e t � r Ply,/ NUMBER OF PAGES(INCLUDING THIS PAGE) M,Z;El--]D I N� � REPORT Dec. 06 2004 02:16PM YOUR LOGO City0fCleaarwater —Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97846662 Dec.06 02:13PM 02'41 SND 07 OK TO TURN OFF REPORT, PRESS 'MENU' t#04. THEN SELECT OFF 1Y USING ' +' OR '—'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1- 800 — HELP —FAX (435- 7329). 2300 Curlew Road, Suite 100 AFAMM Palm Harbor, Florida 34683 727 - 789 -9500 Fax 727 - 784 -6662 ENGINEERING www.avideng.com Our company name stands for itself... LETTER OF TRANSMITTAL TO: Mike Reynolds DESCRIPTION: City of Clearwater 15 Public Works Administration 100 S. Myrtle Ave Clearwater, FL 33756 727.562.4836 FROM: Aimee Boulet, E.I. SUBJECT: Key West Grill Redevelopment 2660 Gulf -to -Bay Blvd AEI JOB No: 049 - 043.200 DATE: 12.2.04 rRECEIVIED DEC 0 3 2004 PLANNING DEPARTMENT CITY OF CLEARWATER MEANS OF DELIVERY: ❑Mail ❑Fed -Ex ®Priority Fed -Ex ❑Courier ❑Pick -Up The following items have been enclosed: ITEM COPIES DESCRIPTION: A 15 Full Size Building Elevation Color Rendering REMARKS: Per our discussion, please find the enclosed color rendering of the building elevations for the above - referenced project. Please note the building height has been lowered to 24' -8 ". The Site Data Table on the Civil Plans will be revised at the time of Construction Plan review. Thank you. If any of the listed items have not been enclosed with this transmittal, please contact us at your earliest convenience. ENGINEERING Our company name stands for itself... LETTER OF TRANSMITTAL TO: Mike Reynolds City of Clearwater Public Works Administration 100 S. Myrtle Ave Clearwater, FL 33756 727.562.4836 FROM: SUBJECT: AEI JOB No: DATE: Aimee Boulet, E.I. Key West Grill Redevelopment 2660 Gulf -to -Bay Blvd 049- 043.200 12.2.04 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 727 - 789 -9500 Fax 727 - 784 -6662 www.avideng.com DEC 0 3 2004 PLANNING DEPARTMENT CITY OF CLEARWATER MEANS OF DELIVERY: ❑Mail ❑Fed -Ex ®Priority Fed -Ex ❑Courier ❑Pick -Up The following items have been enclosed: ITEM COPIES DESCRIPTION: A 15 8.9'x11" Landscape Color Rendering REMARKS: Per our discussion, please find the enclosed color rendering of the site landscaping for the above - referenced project. Thank you for notifying me of the omission. If any of the listed items have not been enclosed with this transmittal, please contact us at your earliest convenience. ENGIMEER/NG 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 727 - 789 -9500 Fax 727 - 784 -6662 www.avideng.com Our company name stands for itself... LETTER OF TRANSMITTAL TO: Mike Reynolds City of Clearwater , r Public Works Administration U r' 100 S. Myrtle Ave U Clearwater, FL 33756 , 727.562.4836 vELOPI 7SVf FROM: Aimee Boulet, E.I. -- PLANNIN F,CLEAR AWER SUBJECT: Key West Grill Redevelopment _3 �_ Li v 2660 Gulf-to-Bay Blvd T I } AEI JOB No: 049 - 043.200 DEC ; DATE: 12.1.04 PLANNING & DEVELOPMENT SERVICES CITY Or CLEARWATER MEANS OF DELIVERY: ❑Mail ❑Fed -Ex ®Priority Fed -Ex ❑Courier ❑Pick -Up The following items have been enclosed: ITEM COPIES DESCRIPTION: A 3 Revised Stormwater Reports REMARKS: Brian Barker from the stormwater division requested some modifications to the Stormwater Report. Mr. Barker has already reviewed a fax version of the revised Report and found it to be acceptable. Two of the Reports are for your use. Please deliver one of the Reports to Brian Barker for his records. Thank you. If any of the listed items have not been enclosed with this transmittal, please contact us at your earliest convenience. t ENG /NEER/NG November 18, 2004 Mike Reynolds City of Clearwater 100 S Myrtle Ave Clearwater, FL 34616 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789 -9500 Fax (727) 784 -6662 www.avideng.com LC- 0000361 Authorization #6139 RE: Key West Grill Redevelopment Case number: FLD2004 -09069 2660 Gulf to Bay Blvd. Avid Job Number: 049 -043 Dear Mr. Reynolds: RECEIVED NOV 18 2004 PLANNING DEPARTMENT CITY OF CLEARWATER The following are a list of comments sent to our office on November 5, 2004. For your convenience we have listed your comments in bold and our responses in italics. General Engineering comments 1. Check and correct utility companies listed on cover drawings. Please refer to the cover sheet for the correct utility contact information. 2. Need to show direction of traffic flow /parking 'layout for the parking lot to the north in order to determine how this drive aisle affects the traffic pattern. Please refer to the Sheet 2 Site Plan for the traffic arrows. All surrounding parking drive aisle have 2 -way circulation. 3. Need to provide a sidewalk from the parking lot lying north of the building and the store fronts /restaurant. Please refer to Sheet 2 Site Plan for the pedestrian pathway providing access from the rear parking area to the front of the building. 4. Need to provide a recorded copy of the cross parking/cross access agreement(s). Please find the attached copy of the Non - exclusive Easement for the purpose of ingress and egress for parking for pedestrian and passenger vehicular traffic [O.R. Book 5870, Pages 1325 - 13271. 5. -Need. to .provide a separate tap for the proposed F.H.A. (cannot be on a restricted line). The line extension will be limited in length before a loop connection will be required. Please refer to Sheet 4 Utility Plan for the revised fire hydrant location. The fire hydrant will tee offprior to the DDCV Assembly.^ t., �E z K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504 L RAI.doc- 6. The proposed water meter set for the proposed restaurant must have a double check back -flow preventer device installed. This device will be installed by the City. All applicable fees to be paid for by the applicant. Please refer to the revised Sheet 4 Utility Plan. A double check back, flow prevention device is provided for all private fire and water mains. 7. The F.H.A., when installed, the head must face the drive aisle that.serves as an access for the fire truck(s). If location is acceptable, fire hydrant will face S.R. 60 (Gulf -to -Bay Blvd.). 8. The sanitary sewer main is to be a minimum of 8" in diameter with manholes installed at each change in direction. The 6 -inch sanitary sewer building service ties into the existing 8 -inch main located under the pavement of S.R. 60 (Gulf -to Bay Blvd.). An existing 6 -inch stub -out is provided at the tie -in manhole. 9. The proposed sanitary sewer "wyes" are to be a minimum of 6" in diameter per City standards. The sanitary sewer services are 6- inches in diameter as shown on Sheet 4 Utility Plan. 10. Need to show the grease trap location and size for the proposed restaurant use. Please refer to the revised Sheet 4 Utility Plan. A 1,500 gallon grease trap shall be provided for the proposed restaurant. 11. Need to show the existing 4" gas main along Gulf -to -Bay Boulevard. (GL not shown in the legend). Please refer to Sheet 4 Utility Plan for the location of the 4 -inch gas line along S.R. 60 (Gulf -to Bay Blvd.). 12. Prior to building permit, need to submit an approved right -of -way permit from the FDOT for all work to be performed in Gulf -to -Bay Boulevard right -of -way. It is our understanding that an FDOT permit is not required for a 90 degree tap to the watermain. A formal Permit Determination has been submitted to FDOT. We will provide a copy of the exemption when received. RECEIVED Environmental comments 1. See stormwater conditions. NOV 18 2004 Fire comments PLANNING DEPARTMENT CITY OF CLEARWATER 1. Fire Hydrant Assembly cannot be on a restricted line. Shown on plan on a line after the DDCV Assembly. Fire hydrant must be on a direct tap into main and FDC must be within 40 feet of the hydrant. ORIGINAL AJIZ K:\ PROJECTS\ 000\ 049043\ Doc \Clearwater \CR_110504_L_RAI.doc EERING Please refer to revised Sheet 4 Utility Plan for the revised location of the fire hydrant and FDC (within 40 feet). The fire hydrant will tee off prior to the DDCV Assembly. 2. Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in- service prior to construction as per NFPA 241. Please acknowledge. Prior to CDB. Noted. Please refer to Sheet 4 Utility Plan for the note to contractor. Land Resource comments 1. Show ALL trees on the Site plan prior to CDB. Please refer to revised Sheet 2 Site Plan for the trees to be preserved along with tree canopies shown. 2. Show the canopies of all trees to be preserved on ALL plans prior to CDB. Please refer to revised Sheet 2 Site Plan for the trees to be preserved along with tree canopies shown. 1. The landscape plan does not show ALL the tree canopies, tree 333 is not x'd out, so it should have a canopy indicated. Please refer to revised Sheet LI Landscape Plan for the tree number 333 canopy shown. 2. Landscaping Plan does not show the sight triangles, as described in Article 3, Division 9, revise the plan to show these triangles at all street and driveway intersections. Please refer to revised Sheet Ll Landscape Plan for the sight triangles shown. Landscaping modifications have been made to avoid sight triangle conflicts. 3. Per Section 3- 1202.E.1. — 1 Tree /island minimum; 1 Tree /150 square feet of required green space; Shrubs: 50% of required green space; and Groundcover shall be utilized for required green space in lieu of turf. Install some Jasmine in the planter on the NW corner of the site leaving some area open from the base of the existing oaks. ORIGINAL A0 K:\PROJECTS\ 000\ 049043\ Doc \Clearwater \CR_110504_L_RAI.doc ENGINEERING 3. Show an east/west X- Section through trees 340 and 341 if a tree well is Zproposed. Root pruning will be required. Show prior to CDB. Uj o W W Q Please refer to the revised Sheet LI Landscape Plan. A tree well is not necessary, N the existing grade will be met at the property line. �V ,.� W p Show tree canopies and conduit route on Sheet ESl. All trenching to avoid canopies. Provide prior to CDB. CD U. Z OU ZPlease refer to the revised Sheet ESL LaUds aping comments 1. The landscape plan does not show ALL the tree canopies, tree 333 is not x'd out, so it should have a canopy indicated. Please refer to revised Sheet LI Landscape Plan for the tree number 333 canopy shown. 2. Landscaping Plan does not show the sight triangles, as described in Article 3, Division 9, revise the plan to show these triangles at all street and driveway intersections. Please refer to revised Sheet Ll Landscape Plan for the sight triangles shown. Landscaping modifications have been made to avoid sight triangle conflicts. 3. Per Section 3- 1202.E.1. — 1 Tree /island minimum; 1 Tree /150 square feet of required green space; Shrubs: 50% of required green space; and Groundcover shall be utilized for required green space in lieu of turf. Install some Jasmine in the planter on the NW corner of the site leaving some area open from the base of the existing oaks. ORIGINAL A0 K:\PROJECTS\ 000\ 049043\ Doc \Clearwater \CR_110504_L_RAI.doc ENGINEERING Please refer to revised Sheet LI Landscape Plan for the requested modifications. 4. There are several areas where the shrubs being proposed are in the dripline of existing trees. In these areas, change the plant size to one - gallon material to reduce root damage to the trees. Provide a note on the plans and depict the symbol differently by shading then or resizing them. Indicate the change in the "Plant List ", as well with the various sizes proposed. Please refer to revised Sheet Ll Landscape Plan for the requested modifications. 5. Plan does not meet the requirements of perimeters plantings in Code Section 3- 1202.D. In the areas around the northern parking lot where tree coverage does not allow for much planting, provide drip irrigation and install some groups of three Philodendron spaced at 10' between groupings. In other areas, provide the Viburnum hedge as shown in other areas of the plans. Please refer to the Revised Stormwater Report for the Detention Volume and Allowable Discharge Rate calculations. 2. Provide calculation for 1/211 water quality over the site to verify weir elevation is correct. Please refer to the Revised Stormwater Report for the water quality calculations.. 20 linear feet of underdrain is proposed. 3. Provide drawdown calculations to show pond will recover in 24 hours. Please refer to the Revised Stormwater Report for the underdrain calculations. Solid Waste comments 1. Suggest double enclosure for two Dumpsters, one waste and the other for Recycling Cardboard, as it is 50% of the waste generated.' ORIGINAL A® K:\PROJECTS\ 000\ 049043\ Doc \Clearwater \CR_110504_L_RAI.doc i ENGIA IEERING F– Please refer to revised Sheet LI Landscape Plan for the requested Z modifications. L W �. = ix ** g P P ty g g The area along the south property line along the road frontage does not o n n „ 00 a w meet the Code requirements. a `_ U The landscaping along Gulf -to -Bay Blvd (S.R. 60) is limited by overhead — Z U. powerlines. Existing tree in the landscape islands along the front parking n n n Z Z area provide a sign f cant front yard buffer. water comments 1. Calculations need to be revised to meet City of Clearwater Drainage Criteria, rational calculation, using half of existing C value. Please refer to the Revised Stormwater Report for the Detention Volume and Allowable Discharge Rate calculations. 2. Provide calculation for 1/211 water quality over the site to verify weir elevation is correct. Please refer to the Revised Stormwater Report for the water quality calculations.. 20 linear feet of underdrain is proposed. 3. Provide drawdown calculations to show pond will recover in 24 hours. Please refer to the Revised Stormwater Report for the underdrain calculations. Solid Waste comments 1. Suggest double enclosure for two Dumpsters, one waste and the other for Recycling Cardboard, as it is 50% of the waste generated.' ORIGINAL A® K:\PROJECTS\ 000\ 049043\ Doc \Clearwater \CR_110504_L_RAI.doc i ENGIA IEERING At this time, the proposed tenants do not warrant a second dumpster enclosure. The developer acknowledges that if future dumpters are necessary, they must be adequately enclosed. Traffic Engineering comments 1. Provide wheel stops where parking stall abut sidewalk. Please refer to the revised Sheet 2 Site Plan for the added wheel stops along the front of the building. * Traffic Impact Fees to be determined and paid prior to C.O. Noted. Planning comments 1. Clearly state the request, referencing all applicable code sections. Please refer to the previously submitted Flexible Standard Development Application for described variance requests. 2. Submit a Comprehensive Landscape Program application. Please refer to the attached Comprehensive Landscape Program Application. 3. Label all setbacks using dimensional arrows. Please refer Sheet 2 Site Plan for the dimensioning of all setbacks. Please refer to the Site Data Table on the Cover Sheet. b. State the official records book and page numbers for all existing utility easements. ORIGINAL A,Q K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504_L RALdoc ENG /NEER /NG 4. Locate and label all easements on the site plan. 1... Please refer to the Sheet 2 Site Plan for all easement O.R. Book and Pages shown. W UJ 5. Label all outdoor lighting on the site plan. C= > ry 9X W Please refer to the revised Sheet 2 Site Plan for the outdoor lighting fixtures 00 Q locations shown. V Z0 6. Label all sidewalks where the widths vary. Z V Please refer to the revised Sheet 2 Site Plan for the dimensioned sidewalks. CL 7. Site data table: a. State the Gross Floor Area for each use. Please refer to the Site Data Table on the Cover Sheet. b. State the official records book and page numbers for all existing utility easements. ORIGINAL A,Q K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504_L RALdoc ENG /NEER /NG Please refer to the revised Sheet 4 Utility Plan for the location and official record book and page information for the Florida Power Easement. C. State all proposed building :heights. Please refer to the Site Data Table on the Cover Sheet for the proposed height. d. Provide ISR and FAR information by City Code allowance and by what is proposed by the plan. Please refer to the Site Data Table on the Cover Sheet for ISR and FAR. Enclosed for your review and approval are the following: 1. Fifteen (15) Sets of Revised Construction Plans (REV 11/10/04); 2. Fifteen (15) Comprehensive Landscape Applications; 3. Fifteen (15) copies of Cross Parking Ingress/Egress Easement; and 4. Two (2) Revised Stormwater Reports. Please do not hesitate to call if you have any questions or require any additional information to facilitate your review and approval. Sincerely, Avid Engineering, Inc. /10OV-P /"�-- Aimee -M. Boulet, E.I. Design Engineer AOEER /NG ORIGINAL K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504_L RAI.doc Z W W p�R C N o0 Q W v-1 J Il n n w ) o = LL 0 z to U ORIGINAL K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504_L RAI.doc Reynolds, Mike From: Reynolds, Mike Sent: Wednesday, November 17, 2004 10:12 AM To: 'ABoulet @avideng.com' Subject: RE: agenda for December 14,. 2004 CDB Aimee, Here is the final version of the agenda wording. Let me know if any problems. Again thank you! Mike Reynolds, AICP Clearwater Planning Department 3. Case: FLD2004 -09069 - 2660 Gulf to Bay Boulevard Owner /Applicant: KB Investment Holdings, Ltd. Representative: Aimee M. Boulet, E.I., Design Engineer, Avid Engineering (2300 Curlew Road, Suite 100, Palm Harbor, Florida 34683; phone: 727 - 789 -9500; fax 727 - 784 -6662; e- mail: aboulet @avideng.com) Location: 1.24 acres located on the north side of Gulf to Bay Boulevard, directly across from Clearwater Mall, and approximately 1000 feet east of US Highway 19 N. Atlas Page: 291A. Zoning District: Commercial (C). Request: Flexible Development approval to for reduction of the side (east) setback from 10 feet to three feet (to back of curb), a reduction of the west (side) setback from 10 feet to 3.54 feet (to back of curb), a reduction of the rear setback from 20 feet to three feet (to dumpster), a reduction in the required parking spaces from 77 spaces to 58 spaces under the provisions of Section 3- 1404.E., and reductions to landscape buffers from the required five feet to the above stated setback distances, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 704.C. and as part of a Comprehensive Landscape Program , under the provisions of Section 1202.G. Proposed Use: Mixed use. Neighborhood Associations: Clearwater Neighborhoods Coalition (Doug Williams, President, 2544 Frisco Drive, Clearwater, FL 33761; phone: 727 - 725 -3345; email: Djw @gte.net <mailto:Djw @gte.net >). Presenter: Michael H. Reynolds, AICP, Planner III. - - - -- Original Message---- - From: ABoulet @avideng.com [mailto:ABoulet @ avideng.com] Sent: Wednesday, November 17, 2004 10:09 AM To: Reynolds, Mike Subject: RE: agenda for December 14, 2004 CDB Mike, It wording reads perfectly! I had something come up at the office, so I won't be able to get over to the City this morning. I left Arden a voicemail, but if you see him, can you ask him to give me a quick call regarding this project. I'll have the 15 sets of everything to your department tomorrow morning. Thanks for all your help. Thanks, Aimee - - - -- Original Message---- - From: Mike.Reynolds @myClearwater.com [ mailto: Mike.Reynolds @myClearwater.com] Sent: Wednesday, November 17, 2004 9:35 AM To: Aimee Boulet Subject: agenda for December 14, 2004 CDB Aimee, Please see this draft wording. Please edit /correct to your final request per any changes to your submittal. I need your response by this morning. Thank you. Mike Reynolds, AICP Clearwater Planning Department 3. Case: FLD2004 -09069 - 2660 Gulf to Bay Boulevard Owner /Applicant: KB Investment Holdings, Ltd. Representative: Aimee M. Boulet, E.I., Design Engineer, Avid Engineering (2300 Curlew Road, Suite 100, Palm Harbor, Florida 34683; phone: 727 - 789 -9500; fax 727 - 784 -6662; e-mail: aboulet @avideng.com) Location: 1.24 acres located on the north side of Gulf to Bay Boulevard, directly across from Clearwater Mall, and approximately 1000 feet east of US Highway 19 N. Atlas Page: 291A. Zoning District: Commercial (C). Request: Flexible Development approval to for reduction of the side (east) setback from 10 feet to three feet (to back of curb), a reduction of the west (side) setback from 10 feet to 3.54 feet (to back of curb) a reduction of the rear setback from 20 feet to three feet (to dumpster), a reduction in the required parking from 77 spaces to 58 spaces under the provisions of Section 3- 1404.E., and reductions to landscape buffers, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 704.C. and as part of a Comprehensive Landscape Program , under the provisions of Section 1202.G. Proposed Use: Mixed use. Neighborhood Associations: Clearwater Neighborhoods Coalition (Doug.Williams, President, 2544 Frisco Drive, Clearwater, FL 33761; phone: 727 - 725 -3345; email: Djw @gte.net <mailto:Djw @gte.net >). Presenter: Michael H. Reynolds, AICP, Planner III. 2 AVVG //VEER ING November 12, 2004 Mike Reynolds City of Clearwater 100 S Myrtle Ave Clearwater, FL 34616 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789 -9500 Fax (727) 784 -6662 www.avideng.c9m LC- 0000361 Authorization #6139 RE: Key West Grill Redevelopment Case number: FLD2004 -09069 2660 Gulf to Bay Blvd. Avid Job Number: 049 -043 Dear Mr. Reynolds: The following -are a list of comments sent to our office on November 5, 2004. For your convenience we have listed your comments in bold and our responses in italics. General Engineering comments 1. Check and correct utility companies listed on cover drawings. Please refer to the cover sheet for the correct utility contact information. 2. Need to show direction of traffic flow /parking layout for the parking lot to the :north in order to determine how this drive aisle affects the traffic pattern. Please refer to the Sheet 2 Site Plan for the traffic arrows. All surrounding parking drive aisle have 2 -way circulation. 3. Need to provide a sidewalk from the parking lot lying north of the building and the store fronts /restaurant. Tenants requiring rear access (i.e. restaurant) will have double frontage with entry features in the rear. 4. Need to provide a recorded copy of the cross parking/cross access agreement(s). Please find the attached copy of the Non - exclusive Easement for the purpose of ingress and egress for parking for pedestrian and passenger vehicular traffic [O.R. Book 5870, Pages 1325 - 1327]. 5. Need to provide a separate tap for the proposed F.H.A. (cannot be on a restricted line). The line extension will be limited in length before a loop connection will be required. K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504 L RAI.doc Please refer to Sheet 4 Utility Plan for the revised fire hydrant location. The fire hydrant will tee off prior to the DDCV Assembly. 6. The .proposed water meter set for the proposed restaurant must have a double check back -flow preventer device installed. This device will be installed by the City. All applicable fees to be paid for by the applicant. Please refer to the revised Sheet 4 Utility Plan. 7. The F.H.A., when installed, the head must face the drive aisle that serves as an access for the fire truck(s). If location is acceptable, fire hydrant will face S.R. 60 (Gulf -to -Bay Blvd.). 8. The sanitary sewer main is to be a minimum of 8" in diameter with manholes installed at each change in direction. The 6 -inch sanitary sewer building service ties into the existing 8 -inch main located under the pavement of S.R. 60 (Gulf -to Bay Blvd.). An existing 6 -inch stub -out is provided at the tie -in manhole. 9. The proposed sanitary sewer "wyes" are to be a minimum of 6" in diameter per City standards. The sanitary sewer services are 6- inches in diameter as shown on Sheet 4 Utility Plan. 10. Need to show the grease trap location and size for the. proposed restaurant use. Please refer to the revised Sheet 4 Utility Plan. A 1,500 gallon grease trap shall be provided for the proposed restaurant. 11. Need to show the existing 4" gas main along Gulf -to -Bay Boulevard. (GL not shown in the legend). Please refer to Sheet 4 Utility Plan for the location of the 4 -inch gas line along S.R. 60 (Gulf -to Bay Blvd.). 12. Prior to building - permit, need to submit an approved right -of -way permit from the MOT for all work to be performed in Gulf -to -Bay Boulevard right -of -way. It is our understanding that an FDOT permit is not required for a 90 degree tap to the watermain. A formal Permit Determination has been submitted to FDOT. Environmental comments 1. See stormwater conditions. NGINEERING comments � K:\PROJECTS\000\049043\Doc\Clearwater\CR-1 L — RALdoc AVr 1. Fire Hydrant Assembly cannot be on a restricted line. Shown on plan on a line after the DDCV Assembly. Fire hydrant must be on. a. direct tap into main and FDC must be within 40 feet of the hydrant. Please refer to revised Sheet 4 Utility Plan for the revised location of the fire hydrant and FDC (within 40 feet). The fire hydrant will tee off prior to the DDCV Assembly. 2. Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in- service prior to construction as per NFPA 241. Please acknowledge. Prior to CDB. Noted. Please refer to Sheet 4 Utility Plan for the note to contractor. Land Resource comments 1. Show ALL trees on the Site plan prior to CDB. Please refer to revised Sheet 2 Site Plan for the trees to be preserved along with tree canopies shown. 2. Show the canopies of all trees to be preserved on ALL plans prior to CDB. Please refer to revised Sheet 2 Site Plan for the trees to be preserved along with tree canopies shown. 3. Show an east/west X- Section through trees 340 and 341 if a tree well is proposed. Root pruning will be required. Show prior to CDB. Please refer to the revised Sheet Ll Landscape Plan. A tree well is not necessary, the existing grade will be met at the property line. 4. Show tree canopies and conduit route on Sheet ESl. All trenching to avoid canopies. Provide prior to CDB. Landscaping comments 1. The landscape plan does not show ALL the tree canopies, tree 333 is not x'd out, so it should have a canopy indicated. Please refer to revised Sheet LI Landscape Plan for the tree number 333 canopy shown. 2. Landscaping Plan does not show the sight triangles as described in Article 3, Division 9, revise the plan to show these triangles at all street and driveway intersections. ENGINEERING K:\PROJECTS\ 000\ 049043\ Doc \Clearwater \CR_110504_L_RAI.doc Please refer to revised Sheet LI Landscape Plan for the sight triangles shown. Landscaping modifications have been made to avoid sight triangle conflicts. 3. Per Section 3- 1202.E.1. — 1 Tree /island minimum; 1 Tree /150 square feet of required green space; Shrubs: 50% of required green space; and Groundcover shall be utilized for required green space in lieu of turf. Install some Jasmine in the planter on the NW corner of the site leaving some area open from the base of the existing oaks. Please refer to revised Sheet LI Landscape Plan for the requested modifications. 4. There are several areas where the shrubs being proposed are in the dripline of existing trees. In these areas, change the plant size to one - gallon material to reduce root damage to the trees. Provide a note on the plans and depict the symbol differently by shading then or resizing them. Indicate the change in the "Plant List ", as well with the various sizes proposed. Please refer to revised Sheet Ll Landscape Plan for the requested modifications. 5. Plan does not meet the requirements of perimeters plantings in Code Section 3- 1202.D. In the areas around the northern parking lot where tree coverage does not allow for much planting, provide drip irrigation and install some groups of three Philodendron spaced at 10' between groupings. In other areas, provide the Viburnum hedge as shown in other areas of the plans. Please refer to revised Sheet LI Landscape Plan for the requested modifications. ** The area along the south property line along the road frontage does not meet the Code requirements. Stormwater comments 1. Calculations need to be revised to meet City of Clearwater Drainage Criteria, rational calculation, using half of existing C value. 2. Provide calculation for %" water quality over the site to verify weir elevation is correct. 3. Provide drawdown calculations to show pond will recover in 24 hours. Solid Waste comments 1. Suggest double enclosure for two Dumpsters, one waste and the other for Recycling Cardboard, as it is 50% of the waste generated. AOK:\PROJECTS \000 \049043\Doc \Clearwater \CR - 110504 RAI.doc EER /NG — L - Traffic Engineering comments 1. Provide wheel stops where parking stall abut sidewalk. Please refer to the revised Sheet 2 Site Plan for the added wheel stops along the front of the building. * Traffic Impact Fees to be determined and paid prior. to CDB. Noted. Planning comments 1. Clearly state the request, referencing all applicable code sections. Please refer to the previously submitted Flexible Standard Development Application for described variance requests. 2. Submit a Comprehensive Landscape Program application. 3. Label all setbacks using dimensional arrows. Please refer Sheet 2 Site Plan for the dimensioning of all setbacks. 4. Locate and label all easements on the site plan. Please refer to the Sheet 2 Site Plan for all easement O.R. Book and Pages shown. 5. Label all outdoor lighting on the site plan. Please refer to the revised Sheet 2 Site Plan for the outdoor lighting fixtures locations shown. 6. Label all sidewalks where the widths vary. Please refer to the revised Sheet 2 Site Plan for the dimensioned sidewalks. 7. Site data table: a. State the Gross Floor Area for each use. Please refer to the Site Data Table on the Cover Sheet. b. State the official records book and page numbers for all existing utility easements. A,® K:\PROJECTS\000\049043\Doc\Clearwater\CR-1 110504 L RAI.doc ENGINEERING OJEC _ _ _ Please refer to the revised Sheet 4 Utility Plan for the location and official record book and page information for the Florida Power Easement. C. State all proposed building heights. Please refer to the Site Data Table on the Cover Sheet for the proposed height. d. Provide ISR and FAR information by City Code allowance and by what is proposed by the plan. Please refer to the Site Data Table on the Cover Sheet for ISR and FAR. Enclosed for your review and approval are the following: 1. #### ## Sets of Revised Construction Plans (REV 11/10/04); 2. One (1) copy of Cross Parking Ingress/Egress Easement; 3. Please do not hesitate to call if you have any questions or require any additional information to facilitate your review and approval. Sincerely, Avid Engineering, Inc. Aimee M. Boulet, E.I. Design Engineer AjEERING K:\PROJECTS \000 \049043\Doc \Clearwater \CR 110504 L RAI.doc FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: /4 ;ex .e-a '66 c� FAX: ��g!_ 464 Z Phone• FROM: /dl! %:G /�tw.� �i Phone: cl~ Z Z "��'•3 DATE: SUBJECT: Zy D 06 4 y MESSAGE: NUMBER OF PAGES(INCLUDING THIS PAGE) 7 Case Number: FLD2004 -0� -- 2660 GULF TO BAY BLVD Owner(s): K B Investment Holdings Ltd C/O Boulder Venture S Clearwater, F133763 TELEPHONE: No Phone, FAX: Applicant Kb Investment Holdings, Ltd 2226 State Rd 580 Clearwater, F133763 TELEPHONE: 727 - 499 -2226, No Fax, E -MAIL: No Email FAX: 727 - 499 -2227, E -MAIL: No Email Location: 1.24 acres, located on the north side of Gulf to Bay Boulevard, directly across Gulf to Bay Boulevard from Clearwater Mall, and approximately 1,000 feet east of US Highway 19 N. Atlas Page: 291A Zoning District: C, Commercial Request: Request for Flexible Development approval for reduction of the side (east) setback from 10 feet to three feet (to pavement), a reduction to. the rear setback from 20 feet to six feet (to pavement), a reduction in the required parking spaces, and reductions to the landscape buffers, as part of a Comprehensive. Infill Redevelopment Project, under the provisions of Section 2- 704.C. and as part of a Comprehensive Landscape Program, under the provisions od Section 3- 1202.G. Proposed Use: Mixed use Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33761 2544 Frisco Drive TELEPHONE: 727 - 725 -3345, FAX: No Fax, E -MAIL: Djw @gte.net Presenter: Mike Reynolds, Planner III Attendees Included: Chip Gerlock, Mike Reynolds, Scott Rice, Joe Colbert, Tom Glenn The DRC reviewed this application with the following comments: General Engineering: 1 . 1) Check and correct utility companies listed on cover drawing. 2) Need to show direction of traffic flow for the drive aisle west of the proposed dumpster enclosure. Need to show traffic flow /parking layout for the parking lot to the north in order to determine how this drive aisle affects the traffic partern. 3) Need to provide a sidewalk from the parking lot lying north of the building and the store fronts /restaurant. 4) Need to provide a recorded copy of the cross parking / cross access agreement(s). 5) Need to provide a separate tap for the proposed F.H.A. (cannot be on a restricted line). The line extension will be limited in length before a loop connection will be required. 6) The proposed water meter set for the proposed restaurant must have a double check back -flow preventor device installed. This device will be installed by the City. All applicable fees to paid for by applicant. 7) The F.H.A. when installed, the head must face the drive aisle that serves as an access for the fire truck(s). 8) The sanitary sewer main to be a minimum of 8" in diameter with manholes installed at each change in direction. 9) The proposed sanitary sewer "wye's" to be a minimum of 6" in diameter per City standards. 10) Need to show the grease trap location and size for the proposed restaurant use. 11) Need to show the existing 4" gas main along Gulf -to -Bay Blvd. (GL -not shown in the legend). 12) Additional comments may be necessary based on the responses to these conditions. Prior to building permit, need to submit an approved right -of -way permit from the D.O.T. for all work to be performed in Gulf -to -Bay Blvd. right -of -way. Environmental: 1 . See stormwater conditions. Fire: Development Review Agenda - Friday, November 12, 2004 - Page 27 1 . Fire Hydrant As ply can not be on a restricted line. Shown on on a line after the DDCV Assembly. Fire Hydrant must be on a direct tap into main and FDC. must be within 40 feet of the.hydrant. 2. Where underground water mains and hydrants are to be installed, they shall be installed, completed, and in service prior to construction as per NFPA 241. Please acknowledge. Prior to CDB 3. This DRC Review by Fire is not an approval or review of any construction plans or documents other than site work.. Harbor Master: No Comments Legal: No Comments Land Resources: 1 . Show ALL trees on the Site plan prior to CDB. 2. Show the canopies of all trees to be preserved on ALL plans prior to CDB. 3. Show an east/west X- section through trees 340 and 341 if a tree well is proposed. Root pruning will be required. Show prior to CDB. 4. Show tree canopies and conduit route on sheet ES 1. All trenching to avoid canopies. Provide prior to CDB. Landscaping: 1 . The landscape plan does not show ALL the tree canopies, tree #333 is not x'd out so it should have a canopy indicated. 2. Landscape Plan does not show the sight triangles as described in Article 3, Division 9, revise the plan to show these triangles at all the street and driveway intersections. 3. Per Section 3- 1202.E.1. - 1 Tree /island minimum; 1 Tree /150 sq. ft. of required green.space; Shrubs: 50% of required green space; and Groundcover shall be utilized for required green space in lieu of turf. Install some Jasmine in the planter on the NW corner of the site leaving some area open fromthe base of the existing oaks. 4. There are several areas where the shrubs being proposed are in the driplines of existing trees. In these areas change the plant size to one gallon material to reduce root damage to the trees. Provide a note on the plans and depict the symbol differently by shading them or resizing them. Indicate the change in the "Plant List as well with the various sizes proposed. 5 . Plan does not meet the requirements of perimeter plantings in Code Section 3- 1202.D. * In the areas around the northern parking lot area where tree coverage does not allow for much pahiting, provide drip irrigation and install some groups of three Philodendron space at 10' between groupings. In other areas provide the Viburnum hedge as shown in other areas of the plan. * *The area along the south property line along the road frontage does not meet the Code requirements Parks and Recreation: No Comments Stormwater: 1 . 1. Calculations need to be revised to meet City of Clearwater Drainage Criteria, rational calculation, using half of existing C value. 2. Provide calculation for 1/2" water quality over the site to verify weir elevation is correct. 3. Provide drawdown calculations to show pond will recover in 24 hours. All of the above needs to be addressed prior to CDB Solid Waste: 1 . Suggest double enclosure for two Dumpsters one waste the other for Recycling Cardboard as it is 50 % of waste generated Traffic Engineering: 1 . 1. Provide wheel stops where parking stalls abut sidewalk. 2. The above to be addressed prior to CDB. * Traffic Impact Fees to be determined and paid prior to C.O. Planning: Development Review Agenda - Friday, November 12, 2004 - Page 28 I . Clearly state the 1 ;st, referencing all applicable code sections. 2. Submit a Comprehensive Landscape Program application. 3. Label all setbacks using dimensional arrows. 4. Locate and label all easements on the site plan. 5 . Label all outdoor lighting, on the site plan. 6. Label the sidewalks where the widths vary. 7. Site data table: a) state the Gross Floor Area for each use. b) state the official records book and page numbers for all existing utility easements. c) state all proposed building heights. d) provide ISR and FAR information by City Code allowance and by what is proposed by the plan. Other: No Comments Notes: This case as presently submitted is insufficient. Development Review Agenda - Friday, November 12, 2004 - Page 29 Nov. 05 2004 03:21PM YOUR LOGO CityOfClearwater -Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97846662 Nov.05 03:19PM 01'47 SND 04 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). FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2 "a Floor CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: &A 'ee /y, %®celery- /_c' _T' FAX: /I- FROM[:- %! —Phone: DATE: SUBJECT:/ MESSAGE: hl NUMBER OF PAGES(INCLUDING THIS PAGE I T Y OF C L E A R W A 'T E R n_ PLANNING DEPARTMENT `'? ,gTER��� ®`ee POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 ,>�� MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4576 LONG RANGE PLANNING DEVELOPMENT REVIEW October 8, 2004 Aimee M. Boulet, E.I. Avid Engineering, Inc. 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 RE: Application for Flexible Development approval to reduce a landscaping requirement (buffer), reduce a rear setback from 20 feet to six feet (to pavement), and a reduction in parking spaces, as part of a Comprehensive Infill Redevelopment Project within the Commercial (C) District (Case Number FLD2004- 09069). Dear Aimee Boulet: The Planning staff has reviewed your application for Flexible Development approval as listed above for property located .at 2660 Gulf to Bay Boulevard. After a preliminary review of the submitted documents, staff has determined that the application is incomplete. 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. In order to stay on the current schedule for review for sufficiency by the Development Review Committee (DRC) on November 12, 2004, the following information is required to be submitted by 4:00 pm on October 13, 2004 (should you be unable to meet this time frame, the next submittal deadline is October 25, 2004 [noon] to be reviewed for sufficiency by the DRC on December 2, 2004, if the application is deemed complete): The following items and/or information are required in order to make your application complete (submit one original and 14 copies): 1. On the application form, state what the request is specifically, referencing what code(s) are being requested for deviation. The submittal on file is illegible. 2. Provide a storm water control plan (as a minimum) for the areas of new construction. BRIAN J. AUNGST, MAYOR - COMMISSIONER HOYr HAMILTON, VICE MAYOR - COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER BILL JONSON, COMMISSIONER "EQUAL" EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" October 8, 2004 Boulet — Page 2 3. Some portions of the application responses are illegible due to print size. 4. State the proposed setbacks within the site data table. S. The site plan needs to show all setbacks by dimensional arrows, stating the distance amounts in feet. Please note that this letter addresses completeness items only. Sufficiency will be determined upon receipt of a complete and correct application form. If you have any questions, please do not hesitate to call me at 727 - 562 -4836. You can access zoning information for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael H. Reynolds, AICP Planner III S:\Planning DepartmenAC D BTLEX\Pending cases\Reviewed and Pending \Gulf to Bay 2660 Key West Grill (C) \Gulf to Bay 2660 Incomplete Letter.doc r Oct. 08 2004 05:48PM YOUR LOGO CityOfClearwater -Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97846662 Oct.08 05:46PM 01'25 SND 03 OK AlENG /NEAR /NG September 29, 2004 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789 -9500 Fax (727) 784 -6662 www.avideng.com LC- 0000361 Authorization #6139 Mr. Richard Alt Southwest Florida Water Management District 7601 Highway 301 North Tampa, FL 33637 Re: Permit Inquiry Key West Grill Redevelopment Clearwater, FL (Pinellas County) Avid Project No. 049 -043 Dear Mr. Alt: Confirming our conversation, the following items have been enclosed for your review for Permit determination; 1. Five (5) sets the Site Plan, Paving, Grading, & Drainage Plans, and Survey; 2. One (1) copy of the Permit Inquiry Checklist; 3. One (1) copy of Project Location Map; 4. One (1) copy of the Aerial Photograph. The proposed development does not increase the impervious surface or vehicular use area from the existing site conditions. Please contact me if you have any questions or require any additional information. Sincerely, Avid Engineering, Inc. Aimee M. Boulet, E.I. Design Engineer Cc: City of Clearwater w 1 I .`ac s gip. L-J, PLANNING & DEVELOPMENT SERVICES CITY OF CLEaRWA t E'R K:\PROJECTS\ 000\ 049043\Doc\SWFWMD\RA_092904_L- Exempt.doctA 4 D D D D 0 P= &HT INQUIRY CHECKLIST Land Owner(s) Contact Person's Name: John Sabow, Director of Development Company Name: KB Investment Holdings, Ltd. Address: 2226 State Road 580, Clearwater, FL 33763 -1126 Phone #: 727.499.2226 Project Name: Key West Grill Redevelopment County: Pinellas Please label the following items in square feet: Existing Conditions: Building, Sidewalk, etc.: 5,687 sq. ft. 24,308 Vehicular Use: 26,188 sq. ft. Grass, Open Area: 16,514 sg. ft. sg. ft. Total Lot Area: 54,010 sg. ft. Agent (If Different from Land Owner) Contact Person's Name: Aimee M. Boulet, Authorized Agent Company Name: AVID Engineering, Inc. Address: 2300 Curlew Road, Palm Harbor, FL 34683 Phone #: (727) 789 -9500 Sec/Twp/Rge:17 /29S/ 16E Proposed Conditions: Building, Sidewalk, etc.: 10,200 sq. ft. Vehicular Use: 24,308 sg. ft. Grass, Open Area.: 16,590 sg. ft. Total Lot Area: 54,010 sq. ft. Submit a brief narrative describing the proposed construction activities. Submit an recent aerial photograph with the project area (proposed construction area) and total land area (total land area of ownership) delineated. Submit detailed construction drawings to clearly illustrate the proposed construction activities. Are there any wetlands in or adjacent to the project area? If so, please contact Alberto Martinez, Environmental Scientist Manager, at (813) 985 -7481, extension 2007, to discuss your project. Other useful documentation to expedite your permit inquiry review includes the Natural Resources Conservation Service (NRCS) soil survey and the Flood Insurance Rate Map (FEMA) with the project boundary delineated on each. o Please mail to: Richard M. Alt, P.E. Southwest Florida W 7601 Highway 301 N Tampa, FL 33637 -67 r M-\anQ nI `,&-- s'tn°�`t LLD U E 1 SEP 2 9 2004 D) PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER ORIGINAL CDB Meeting Date: Case Number: Agenda Item: Owner /Applicant: Representative: Address: December 14, 2004 FLD2004 -09069 E2 KB Investment Holdings, Ltd. Aimee M. Boulet, E.I., Avid Engineering 2660 Gulf to Bay Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit retail sales and services and restaurants with a reduction to the side (east) setback from 10 feet to three feet (to back of curb), a reduction to the side (west) set- back from 10 feet to 3.54 feet (to back of curb), a reduction to the rear (north) setback from 20 feet to three feet (to dumpster enclo- sure), a reduction to the required parking from 77 to 58 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704.0 and a reduction to the landscape buffer along the east from five feet to three feet, a reduction to the landscape buffer . along the west from five feet to 3.54 feet and a reduction to the land- scape buffer along the north from five feet to three feet, as a Com- prehensive Landscape Program, under the provisions of Section 1202.G. EXISTING ZONING/LAND USE: Commercial (C) District; Commercial General (CG) Category PROPERTY SIZE: 1.24 acres; 54,010 square feet PROPERTY USE: Current Use: Vacant lot Proposed Use: Restaurant and retail services ADJACENT ZONING/LAND USES: North: Commercial (C) District; offices and health club West: Commercial (C) District; restaurants East: Commercial (C) District); restaurants South: Commercial (C) District; Clearwater Mall Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 1 Y CHARACTER OF THE IMMEDIATE VICINITY: Heavily traveled east -west corridor, framing commercial land and carrying traffic to and from Tampa/points east and Clearwater Beach/points west. Commercial land uses dominate the immediate vicinity. ANALYSIS: Site Location and Existing Conditions: This 1.24 -acre site is located on the north side of Gulf to Bay Boulevard, directly across from Clearwater Mall and approximately 1,000 feet east of US Highway 19 North. The surrounding land use is commercial, consisting of restaurants, retail services, and offices. The site is presently vacant. A restaurant with a parking lot occupied this site prior to the demolition/razing. Proposal: The proposal is to establish a restaurant and retail sales and services on this site. The application is seeking reductions to required setbacks, parking spaces, and landscape buffers. The parking space reduction is pursuant to Section 3- 1404 -E of the Community Development Code, which states that, "...the number of required off - street parking spaces may be reduced by up to 25 percent in a Level One approval upon showing that the reduction in off - street parking spaces is necessary to preserve protected trees located on the parcel provided for development." The reduction in parking spaces will protect eight trees with a quality rating of "very good." The setback and landscape buffer reductions are necessary in order to make this site work for a 10,200 square foot building with parking, landscaping, and vehicular ingress /egress. Considerable landscaping is proposed to improve this site, which will also help toward visual harmony along the Gulf to Bay corridor. A Comprehensive Landscape Program application has been filed. More than 75 percent of the building will house retail sales and service uses. The south (front) elevation will have a painted stucco finish and single scored split face block trim. A series of suspended metal canopies will accent the design. Decorative brackets and molding will frame the building below the roofline. The building height is proposed at 24.66 feet from finished floor elevation to the highest point of the roof. Most of the building height will be 22 feet. Proposed landscaping includes a variety of plant species, including live oaks, crape myrtles, and sabal palms. Waste removal will be by pick -up from a dumpster. The dumpster will be located within an enclosure with a gate, at the northwest corner of the site. Code Enforcement Analysis:. There are no outstanding enforcement issues associated with this site. Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 2 tj COMPLIANCE WITH STANDARDS AND CRITERIA: (Sections 2 -701 and 2 -704): STANDARD PROPOSED CONSISTENT INCONSISTENT MAXIMUM FLOOR 0.19 X AREA RATIO (FAR) 0.55 IMPERVIOUS 0.69 X SURFACE RATIO SR 0.95 LOT AREA 1.24 acres; 54,010 square feet X minimum /A LOT WIDTH (100 155 feet at shortest point X feet min.) FRONT SETBACK 43.75 feet (to back of curb) X (25 feet) SIDE SETBACK (10 East: three feet to (to back of curb) X* feet ) West: 3.54 feet to back of curb REAR SETBACK (20 North: three feet (to dumpster X* feet ) enclosure HEIGHT (maximum 24.66 feet to highest point of the roof X 25 feet PARKING SPACES 58 spaces (including one handicap X* (15 spaces per 1,000 parking space) square feet = 38; 5 spaces per 1,000 square feet = 39) spaces; 77 total re q.) *See discussion under Analysis. Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 3 COMPLIANCE, WITH COMPREHENSIVE INFILL CRITERIA (Section 2 -704 C)_- Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 4 Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for X development is otherwise impractical without deviations from the use, intensity and development standards. 2. The development of the parcel proposed for development as a X Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties. 3. The uses within the Comprehensive Infill Redevelopment Project are X otherwise permitted in the City of Clearwater. 4. The use or mix of uses within the Comprehensive Infill X Redevelopment Project is compatible with adjacent land uses. 5. Suitable sites for development or redevelopment of the uses of mix of X uses within the Comprehensive Infill Redevelopment Project are not otherwise available in the City of Clearwater. 6. The development of the parcel proposed for development, as a X Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. 7. The design of the proposed Comprehensive Infill Redevelopment X Project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 8. Flexibility in regard to lot width, required setbacks, height and off- X street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 9. Adequate off - street parking in the immediate vicinity according to the X shared parking formula in Division 14 of Article 3 will be available to avoid on- street parking in the immediate vicinity of the parcel proposed for development. Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 4 COMPLIANCE E WITH GFNF.RAl. gTANDARiIC Ni -etinn 3 -913)• SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on November 12, 2004. The Planning Department recommends APPROVAL Flexible Development approval to permit retail sales and services and restaurants with a reduction to the side (east) setback from 10 feet to three feet (to back of curb), a reduction to the side (west) setback from 10 feet to 3.54 feet (to back of curb), a reduction to the rear (north) setback from 20 feet to three feet (to dumpster enclosure), a reduction to the required parking from 77 to 58 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704.0 and a reduction to the landscape buffer along the east from five feet to three feet, a reduction to the landscape buffer along the west from five feet to 3.54 feet and a reduction to the landscape buffer along the north from five feet to three feet, as a Comprehensive Landscape Program, under the provisions of Section 1202.G., for the site at 2660 Gulf to Bay Boulevard with the following bases and conditions. Bases for Approval: 1. The proposal complies with the Flexible Development criteria as, a Comprehensive Infill Redevelopment Project per Section 2- 704.C. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The proposal is compatible with the surrounding area and will enhance redevelopment efforts. Conditions of Annroval: 1. That the site plan be revised, prior to building permit issuance, to correct the proposed building height (required and proposed) stated within the site data table; 2. That a revised landscape plan be submitted, acceptable to Planning staff, prior to any building permit issuance; 3. That all Fire Department concerns be addressed prior to building permit issuance; Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 5 Consistent Inconsistent 1. Development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties. 2. Development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. Development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinity. 6. Design of the proposed development minimizes adverse effects, X including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on November 12, 2004. The Planning Department recommends APPROVAL Flexible Development approval to permit retail sales and services and restaurants with a reduction to the side (east) setback from 10 feet to three feet (to back of curb), a reduction to the side (west) setback from 10 feet to 3.54 feet (to back of curb), a reduction to the rear (north) setback from 20 feet to three feet (to dumpster enclosure), a reduction to the required parking from 77 to 58 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704.0 and a reduction to the landscape buffer along the east from five feet to three feet, a reduction to the landscape buffer along the west from five feet to 3.54 feet and a reduction to the landscape buffer along the north from five feet to three feet, as a Comprehensive Landscape Program, under the provisions of Section 1202.G., for the site at 2660 Gulf to Bay Boulevard with the following bases and conditions. Bases for Approval: 1. The proposal complies with the Flexible Development criteria as, a Comprehensive Infill Redevelopment Project per Section 2- 704.C. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The proposal is compatible with the surrounding area and will enhance redevelopment efforts. Conditions of Annroval: 1. That the site plan be revised, prior to building permit issuance, to correct the proposed building height (required and proposed) stated within the site data table; 2. That a revised landscape plan be submitted, acceptable to Planning staff, prior to any building permit issuance; 3. That all Fire Department concerns be addressed prior to building permit issuance; Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 5 4. That an approved SWFWMD permit or letter of exemption be provided prior to building permit issuance; 5. That prior to building permit issuance, provide a copy of the approved FDOT right -of way permit for all work to be performed within the Gulf to Bay Boulevard right -of -way; 6. That the existing freestanding sign at 2660 Gulf to Bay Boulevard be removed prior to building permit issuance; 7. That a Traffic Impact fee to be assessed and paid prior to issuance of Certificate of Occupancy, by the applicant; 8. That all proposed on -site utilities, including electric, phone and cable television, be located underground; and 9. That all signage meet Code, or be proposed through a Comprehensive Sign Program application. Prepared by: Planning Department Staffs h. Michael H. Reynolds, AICP, Planner III ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S: (Planning DepartmentlC D BIFLEXIPending casesl Up for the next CDBI Gulf to Bay 2660 Key West Grill (C).12.14.04. CDB11660 Gulf to Bay Staff Report. doc Staff Report — Community Development Board December 14, 2004 - Case FLD2004- 09069— Page 6 AD OR BRIG�DOD y _ FAMMMAVE DREW ST l' a i DREW ST cgi SWDIEVWDW DR cenrom C" ' e S OR Fz 7A fl RASR ST i ST - M - < a mnum ST ST 10 4o a a ST if SRELLEY ST .R EO OUIF TO _71M o O g � PROJECT SITE ..DRUID RD 90 � i agg RD GD ; < PEARCE DRS -.\ RURNICE DR L—:5fl q T.� r Location Map Owner. I KB Investment Holdings, Ltd. Case: FLD2004 -09069 Site: 2660 Gulf to Bay Boulevard Property Size(Acres): 1.24 acres PIN: 17/29/16/59392/001 /0010 Atlas Page: 291 A S i S w• V_ S: J O �•± .' ! fto is Aerial Map Owner: i KB Investment Holdings, Ltd. Case: FLD2004 -09069 Site: 2660 Gulf to Bay Boulevard Property Size(Acres): 1.24 acres PIN: 17/29/16/59392/001 /0010 Atlas Page: 291 A 1 I \ I I I 1 11 � . 1 1 - -- -- ------ ---- -- - - -- - -- - - ---I // \l V O/ / I- ----- ----------------- - --- I I ♦ / I I -- r------- ----------- - - -- , 1 1 -- I I j ' `----------- -- -- -----------� 1 / 420 i r-- -- 7--- -- --- -- --- ---- -- -- - -- -1 \\ i \ \� \\\ 430 CG J m W r - - -I I �--1 C1 L I I a , a, '' - ; - - - -� LI ,' a O pO N N N Q GULF -TO -BAY BLVD I-___� L --- � N CG - - --------- -j -- - - - - -, 1 I I I , Future Land Use Map Owner. KB Investment Holdings, Ltd. Case: FLD2004 -09069 Site: 2660 Gulf to Bay Boulevard Property 1.24 acres Size(Acres): PIN: 17/29116/59392/001 /0010 Atlas Page: 291 A 1 I 1 h i I � i � I L---- I---- - ----I \� 1--- ----- --- ----------- ------ - - - - -I 400 ' Q)� --I I 1 ♦ i �� i V -- ---- ----- ----- ----- - -- - --I I I �' i �' Qv ' jr------ --- -- -- -- --- --------I 11 y 420 i { k 1 1------------ ------- ------� I I II 4 ------------------------------ 430 i ---1 l.i r II 1 1 1 1 I I _ i ti 1 I I 1 I 1 1 0 _ N 0 N N N GULF-TO-SAY BLVD I I I I I I 1 I I I �N q q Zoning Map Owner. KB Investment Holdings, Ltd. Case: FLD2004 -09069 Site: 2660 Gulf to Bay Boulevard Property 1.24 acres Size(Acres): 17/29/16/59392/001 /0010 PIN: Atlas Page: 291A I ri j j I ^ ♦\ ll `I ' Herfi Club♦ \ \\ 1 II I \ \ \♦ ; i i / --------------------------------- 'VD IIi___ ___________ ___ ___ ___ ___' 1 --------- --- -- --- ------ ---I I I \ > \\ •• / �r' - ---- --- -------- ------- -- -' I I s �� Q Wl�l - -- - - - - - -- -- ---- --- -- - - -i - - I- ------ --- ------- -- ---- -- --- - -1 As \\ i \\ \i \\ 490 Q� Restaurant r - - -I ', r staurant Res aurant 1 a!y4 tp {p �p pom a o ca N �• tV N N N N N N N GULF -TO -BAY BLVD Restaurant Restaurant F--- ---- I --- f1r I ' N it N I I L N , I I , Retail I I I Existing Land Use Map Owner. KB Investment Holdings, Ltd. Case: FLD2004 -09069 Site: 2660 Gulf to Bay Boulevard Property 1.24 acres Size(Acres): PIN: 17/29/1.6/59392 /001 /0010 Atlas Page: 291A -'o 0' 7 7 7 2, :t�— �0—� " —o� /aT ri�1%�✓G Community Respo a Team Planning Dept. Cases — DRC Case No. F--3) 02004 -Oq4 G_r Meeting Date: X /.2 -O 31 Location: ❑ Current Use: Active Code Enforcement Case no es: U d Address number (yes (no) vacant land) Landscaping (yes) no) L/ Overgrown (yes) (no) Debris es) (no) ❑J Inoperative vehicle(s) (yes) no Building(s) (good) (fair) (poor) (vacant Ian d Fencing (none) (good) (dilapidated) (broken and /or missing pieces) - ❑ Paint (good) (fair) (poor) (garish) ❑ Grass Parking (yes) (no) ❑/ Residential Parking Violations (yes) (no) d Signa (none (ok) (not ok) (billboard) ❑ Parking (n /a) (striped) (handicapped) (needs repaving) ❑ Dumpster (enclosed) (not enclosed) o Outdoor storage (yes) (no) Comments /Status Report (attach any pertinent documents): Date://- `tl-O�Reviewed by: Telephoner Revised 03- 29 -01; 02 -04 -03 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida,. will hold public hearings on Tuesday, December 14, 2004, beginning at 2:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Avenue, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (cont. from 11/16/04) 1504 Garden Inc. is requesting a Flexible Development approval to permit retail sales within an existing two -story commercial building with a reduction to lot area from 10,000 sq ft to 7,720 sq ft, a reduction to lot width (west) from 100 ft to 50.81 ft, reductions to the front (north) setback from 25 ft to 19 ft (to existing and proposed building) and from 25 ft to 14 ft (to proposed pavement), a reduction to the front (west) setback from 25 ft to 15 ft (to proposed pavement), reductions to the side (south) setback from 10 ft to 1 ft (to existing and proposed building) and from 10 ft to zero ft (to proposed pavement) and a reduction to required parking from 5 to 4.5 spaces per 1,000 sq ft, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 704.C, and a reduction to the landscape buffer along the south property line from 5 ft to zero ft and a reduction in the width of the required foundation landscaping adjacent to the building (west side) from 5 ft to 3.75 ft, as part of a Comprehensive Landscape Program, under the provisions of Sec 3- 1202.G. (Proposed Use: Retail sales and services) at 503 Marshall St., E.A. Marshall's Sub, Lot 10 & W '/2 of vac alley on E. FLD2004 -02010 2. Joseph Caraco, Franco Iocolano, Anthony Linares (J.T.F Associates) are requesting a Flexible Development approval to permit a problematic use (tattoo and body piecing establishment) as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 803.C. (Proposed Use: Tattoo and body piercing establishment) at 432 Poinsettia Ave., Barbour - Morrow Sub, Blk A, Lot 41. FLD2004 -09067 3. KB Investment Holdings, Ltd. are requesting a Flexible Development approval to for reduction of the side (east) setback from 10 ft to 3 ft (to back of curb), a reduction of the west (side) setback from 10 ft to 3.54 ft (to back of curb), a reduction of the rear setback from 20 ft to 3 ft (to dumpster), a reduction in the required parking spaces from 77 spaces to 58 spaces under the provisions of Sec 3- 1404.E., and reductions to landscape buffers from the required 5 ft to the above stated setback distances, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 704.C. and as part of a Comprehensive L- andscape Program under the provisions of Sec 1202.G. (Proposed Use: Retail sales and services and restaurants) at y Blvd:, J.J. Muggs Sub, Blk 1, Lot 1. FLD2004 -09069 f-4 f 4. City of Clearwater (Clearwater Beach Seafood Co. dba Crabby Bill's) are requesting a Flexible Development approval to construct an awning over an existing sidewalk cafe at an existing restaurant with a reduction to the front (north) setback from 15 ft to zero ft and a reduction to the side (west) setback from 10 ft to four ft, under the provisions of Sec 2- 803.J. (Proposed Use: Awning over an existing sidewalk cafe at an existing restaurant.) at 37 Causeway Blvd., City Park Sub, Part of Lots 12 & 13. FLD2004 -05041 5. LaBella Vista of Clearwater, LLC is requesting (1) a Flexible Development approval to permit attached dwellings with reductions to the front (north) setback from 15 ft to 6.2 ft (to building) and from 15 ft to zero ft (to dumpster staging pad), reductions to the side (east) setback from 10 ft to 7.2 ft (to building) and from 10 ft to five ft (to pool deck), a reduction to the side (west) setback from 10 ft to 5.7 ft (to building), reductions to the rear (south) setback from 20 ft to 11.5 ft (to building) and from 20 ft to zero ft (to pool deck), increases to building height from 35 ft to 45.75 (to roof deck) with an additional 4.17 ft for parapets (from roof deck) and with an additional 14.67 ft for a roof top pavilion (from roof deck) and to permit parking that is designed to back into the public right -of -way, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2 -803.0 (retaining three existing boat docks for sole use by the property owners); and (2) the Transfer of Development Rights for three units from 200 Brightwater Drive, under the provisions of Sec 4 -1403 (TDR2004- 09013). (Proposed Use: Eighteen attached dwellings (condominium) at 199 — 201 Brightwater Drive, Bayside Sub No. 2, Lots 24, 25, & 26 part of Lot 23 & riparian rights. FLD2004- 09070/TDR2004 -09013 6. CBR Development II, LLC & Florida Clearwater Beach Hotel Co, (Hunter Hotel Company & Mandalay Investments, LLC) is requesting (1) a Flexible Development approval to permit a maximum of 260 overnight accommodation units, 120 attached dwellings and 11,000 sq ft of retail sales and services as a mixed use (with increase in density of 141 hotel rooms from the Beach by Design density pool), with reductions to the front (east along Mandalay Avenue) setback (between Baymont and Ambler Streets) from 15 ft to eight ft (to building) and from 15 ft to zero ft (to pavement and waterfall feature), a reduction to the front (south along Baymont Street) from 15 ft to zero ft (to pavement), a reduction to the front (north along Ambler Street) setback from 15 ft to five ft (to building), a reduction to the front (east along Mandalay Avenue) setback (between San Marco and Baymont Streets) from 15 ft to zero ft (to building), a reduction to the front (south along San Marco Street) from 15 ft to zero ft (to building), a reduction to the side (west) setback (Coastal Construction Control Line [CCCL]) from 10 ft to zero ft (to building and pool deck) and to allow existing and proposed improvements to remain up to 62 ft west of the CCCL, a reduction to the side (east and north between San Marco and Baymont Streets) from 10 ft to four ft (to building), reductions to the side (east and north, north of Ambler Street) from 10 ft to one ft (to building) and from 10 ft to one -ft (to pavement), an increase to building height from 35 ft to 95 ft (to roof deck) for the proposed overnight accommodation use (with an additional 12 - 20 ft for decorative mansard architectural embellishments), an increase to building height from 35 ft to 150 ft (to roof deck) for the proposed residential. building (with an additional 12 - 18 ft for decorative mansard architectural embellishments), a reduction to required parking from 456 spaces to 431 spaces and deviations to allow stacked parking and buildings within the visibility triangles, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2- 803.C, and to eliminate the required foundation landscaping along Mandalay Avenue and San Marco Street, as a Comprehensive Landscape Program, under the provisions of Sec 3- 1202.G; (2) Preliminary Plat approval (PLT2004- 00016) for three lots; (3) Comprehensive Sign Program approval, under the provisions of Sec 3 -1807 (SGN2004- 09020) ;and (4) the vacation of Beach Drive (North Gulfview Boulevard) between San Marco and Baymont Streets. (Proposed Use: Mixed use (260 overnight accommodation units, 120 attached dwellings and 11,000 sq ft of retail sales and services) at 470 and 500 Mandalay Avenue and 470, 489, 490 and 495 Beach Drive, Clearwater Beach Park Sub, Lots 1 -13, 43 -56, 65 -71, and part of Lot 64, the revised map of Clearwater Beach Resub, Blk 10 & 11, and Lots 2 -15, Blk 9, and Miller's Replat Lots 1 & 10 and part of Lot 9. FLD2004- 09068/PLT2004-00016/SGN2004- 09020. 7. Clearwater Bay Marina, LLC, is requesting a Flexible Development approval to permit 133 attached dwelling units and an increase in the permitted height from 30 ft to 100 ft (as measured from base flood elevation and the mean elevation of the site) under the provisions of Sec 2- 903.B. (Proposed Use: 133 attached dwelling units) at 900 North Osceola Avenue, J.A. Gorra's Sub, Blk 2, Lots 2 &3, part of Lot 1 and VAC Nicholson St, Sue Barco Sub, Lots 13 &14, Lot 23, part of Lot 22, F.T. Blish's Sub, Lots 1 -3, Lots 8 -10 and tringl land to West, Sec. 09 -29 -15 & M &B 14.01. FLD2004- 07053. Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the Board, with respect to any matter considered at such hearings, will need to request and obtain party status by the Board during the case discussion, a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board if person requesting such demonstrates that s/he is substantially affected. Party status entitles parties to: personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests. An oath will be administered swearing all participants in public hearing cases. If you wish to speak please wait to be recognized, then state and spell your name and provide your address. Persons speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact Frank Gerlock, Development Review Manager, at 562 -4557 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. This notice was sent by the Official Records and Legislative Services Department, Cynthia E. Goudeau, CMC, City Clerk Cyndi Tarapani Planning Department City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. Cynthia E. Goudeau, CMC City Clerk YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 200 FT. OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE OFFICIAL RECORDS AND LEGISLATIVE SERVICES DEPT. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL THE OFFICIAL RECORDS AND LEGISLATIVE SERVICES DEPT WITH THEIR REQUEST AT (727) 562 -4090. Ad: 11/28/04 CLEARWATER MALL CLANT INC PERKINS CLEARWATER LTD 1120 AVENUE OF THE PO BOX 916464 5275 EDINA INDUSTRIAL BLVD AMERICAS LONGWOOD FL 32791 - 6464 205 NEW YORK NY 10036 - 6700 EDINA MN 55439 - 2902 CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 HIGHWOODS /FLORIDA HOLDINGS 3111 W MLK BLVD STE 300 TAMPA FL 33607 - 6233 GLENBOROUGH FUND VIII C/O GLENBOROUGH REALTY TRUST 400 S EL CAMINO REAL SAN MATEO CA 94402 - 1704 TARGET CORP 1000 NICOLLET MALL TPN -12J MINNEAPOLIS MN 55403 - 2542 BAYSIDE LODGING 20967 US HIGHWAY 19 N CLEARWATER FL 33765 - 4439 LOWES HOME CENTER INC HIGHWAY 269 EAST NORTH WILKESBORO NC 28659 CLANTINC PO BOX 916464 LONGWOOD FL 32791 - 6464 DANMAR, J J INC KLEIN, STEPHEN D THE 490 HILLSBOROUGH ST PALM HARBOR FL 34683 - 1627 CLEARWATER MALL 1120 AVE OF AMERICAS NEW YORK NY 10036 - 6700 C N L FUNDING 2000 -A PO BOX 1671 ORLANDO FL 32802 - 1671 PUBLIC STORAGE CRES FUND C N L FUNDING 2000 -A C/O DEPT PT -FL 52102 PO BOX 1671 PO BOX 25025 ORLANDO FL 32802 - 1671 GLENDALE CA 91221 - 5025 Clearwater Neighborhoods Coalition Doug Williams, Pres 2544 Frisco Drive Clearwater, FL 33761 ST PETERSBURG, CITY OF PO BOX 2842 ST PETERSBURG FL 33731 - 2842 GLENBOROUGH FUND VIII C/O GLENBOROUGH REALTY TRUST 400 S EL CAMINO REAL SAN MATEO CA 94402 - 1704 WACHOVIA BANK 1500 S DALE MABRY HWY MAIL CODE FL 4075 TAMPA FL 33629 - 5809 CLEARWATER MALL 1120 AVENUE OF THE AMERICAS NEW YORK NY 10036 - 6700 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 Aimee M Boulet EI Design Engineer Avid Engineering 2300 Curlew Rd, Suite 100 Palm Harbor, FL 34683 2660 Gulf o'Ia BLvd FLD2004- 9060. /, 2818 A 282A 2828 CITY OF CLEARWATER IF �R AND VICWffY __________________ _____________ _ ______ eo G e -Te3 S F/WengRfiIeDnA PINEU AS COUleNr- TRY.<. _ — — w N CREW - RE9 r— --- - -" ---------- - - - - -. 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R. 60 S R e S s 2/2/01 ZONING ATLAS . — — — _9 _ _ ► ee m —rRw- NW 1/4 Of SECTION 291 A 2998 ♦ 300A 3008 17 — 29 S — le E Check list for CDB Agenda & Application sent to City Clerks Office FLD2004 -09069 2660 Gulf to Bay Blvd INITIALS Application Form Parcel Identification Numbers Authorization for Agent, if Applicable Survey or Legal Description Copy of 400 scale Zoning Atlas with property outlined and 500' radius hand drawn from outside perimter of site Sherry Watkins Views looking west, east, and northwest (top to bottom) 2660 Gulf to Bay Blvd. FLD2004 -09069 I + 1, Views looking west, east, and northwest (top to bottom) 2660 Gulf to Bay Blvd. FLD2004 -09069 L� �40�% F 1y�.oy 4 � LONG RANGE PLANNING DEVELOPMENT REVIEW Aimee M. Boulet, E.I. Avid Engineering, Inc. 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 -1 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4576 December 17, 2004 RE: Development Order — Case FLD2004- 09069— 2660 Gulf to Bay Boulevard Dear Ms. Boulet: This letter constitutes a Development Order pursuant to Section 4- 206D.6 of the Community Development Code. On December 14, 2004, the Community Development Board reviewed your Flexible Development application to permit retail sales and services and restaurants with a reduction to the side (east) setback from 10 feet to three feet (to back of curb), a reduction to the side (west) setback from 10 feet to 3.54 feet (to back of curb), a reduction to the rear (north) setback from 20 feet to three feet (to dumpster enclosure), a reduction to the required parking from 77 to 58 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704.0 and a reduction to the landscape buffer along the east from five feet to three feet, a reduction to the landscape buffer along the west from five feet to 3.54 feet and a reduction to the landscape buffer along the north from five feet to three feet, as a Comprehensive Landscape Program, under the provisions of Section 1202.G. for the site at 2660 Gulf to Bay Boulevard. Based on the application and the Staff recommendation, the Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2- 704.C. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The proposal is compatible with the surrounding area and will enhance redevelopment efforts. l BRIAN J. AUNGST, MAYOR - COMMISSIONER HOYT HAMILTON, VICE MAYOR - COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILL JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" December 17, 2004 Aimee Boulet — Page Two Conditions of Approval: 1. That the site plan be revised, prior to building permit issuance, to correct the proposed building height (required and proposed) stated within the site data table; 2. That a revised landscape plan be submitted, acceptable to Planning staff, prior to any building permit issuance; 3. That all Fire Department concerns be addressed prior to building permit issuance; 4. That an approved SWFWMD permit or letter of exemption be provided prior to building permit issuance; 5. That prior to building permit issuance, provide a copy of the approved FDOT right -of way permit for all work to be performed within the Gulf to Bay Boulevard right -of -way; 6. That the existing freestanding sign at 2660 Gulf to Bay Boulevard be removed prior to building permit issuance; 7. That a Traffic Impact fee to be assessed and paid prior to issuance of Certificate of Occupancy, by the applicant; 8. That all proposed on -site utilities, including electric, phone and cable television, be located underground; and 9. That all signage meet Code, or be proposed through a Comprehensive Sign Program application. Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (by December 14, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. 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. Additionally, an appeal of a Level Two approval (Flexible Development) may. be initiated pursuant to Section 4 -5023 by the applicant or by any person granted party status within 14 days of the date of the Community Development Board meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 28, 2004. �s I December 17, 2004 Aimee Boulet — Page Three If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner III, at 727 - 562 -4836. You can access zoning information for parcels within the City through our website: www.clearwater - fl.com. Sincerely, Cynthia H. Tarapani, AICP Planning Director S:IPlanning Department) C D BIFLEX (FLD)Ilnactive or Finished ApplicationslGulf to Bay 2660 Key West Grill (C) 12.14.04 CDB - ApprovedIGuljto Bay. 2660 Development Order December 17,. 2004.doc 4 f7 . � E a AA TION MAP LE AL DESCRIPTION SEE ATTACHED SURVEY FOR LEGAL DESCRIPTION PROFESSIONAL TEAM CIVIL ENGINEERS /PLANNERS: CERTIFIED ARBORIST: AVID ENGINEERING, INC. EPIC',, INC. 2300 CURLEW ROAD; SUITE 100 1015 MICHIGAN AVENUE PALM HARBOR, FL 34683 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789 -9500 PHONE: 727 - 786 -8128 CONTACT: AIMEE BOULET CONTACT:JOSEPH R. SAMNIK TRAFFIC ENGINEERS: SURVEYORS: AVID ENGINEERING, INC. POLARIS ASSOCIATES, INC. 2300 CURLEW ROAD; SUITE 100 2915 SR 590, SUITE 17 PALM HARBOR, FL 34683 CLEARWATER, FL 33759 PHONE: (727) 789 -9500 PHONE: (727) 669 -0522 CONTACT: JANE CALDERA CONTACT: DAN FERRANS LANDSCAPE ARCHITECT: CLEARWATER, FLORIDA 33756 AVID ENGINEERING, INC. PHONE: (727) 562 -4798 2300 CURLEW ROAD; SUITE 100 CONTACT: DON MALONE PALM HARBOR, FL 34683 PHONE: (727) 789 -9500 CONTACT: CATHERINE MORAHAN UTILITY CO PANIES GAS: POWER: CLEARWATER GAS SYSTEM PROGRESS ENERGY 400 NORTH MYRTLE AVENUE 2166 PALMETTO STREET CLEARWATER, FLORIDA 33755 CLEARWATER, FLORIDA 33765 PHONE: (727) 562 -4900 PHONE: (727) 562 -5662 CONTACT: TOM ROBERTSON CONTACT: MR. RENE MARTIN TELEPHONE: WATER & SEWER: VERIZON TELEPHONE OPERATIONS CITY OF CLEARWATER 1280 E. CLEVELAND STREET 100 SOUTH MYRTLE AVENUE CLEARWATER, FL 33757 CLEARWATER, FLORIDA 33756 PHONE: (727) 562 -1132 PHONE: (727) 562 -4798 CONTACT: DAN SULLIVAN CONTACT: DON MALONE CABLE: BRIGHTHOUSE 11500 9th STREET NORTH ST. PETERSBURG, FL 33716 PHONE: (727) 576 -4123 CONTACT: DON ANTHONY 2660 GULFn=T0',BAY BOULEVARD CLEAR'WATER, FLORIDA KEY WEST GRILL II • 1111 11111111111111111111111 T ' TIO PLA � CITY OF CL.EAK"hWATER, FLORIDA Prepared For. BOUI.DEk"(O' VENTURE 22;"6 SR 580 CLEARWATER, FL 33763 PHONE: (727) 499 -2226 FAX: (727) 499 -2227 CONTACT: JOHN SABOW Prepared By I f EMOWMEhMOM,, AVC, Our company name stands for Itself... Civil (Engineers - Planners Traffic Engineehrs = Environmental Engineers Landscape Architects Curlew Office Center 2300 Curlew Road; Suite 100 Palm Harbor, Florida 34683 .Phone: (727) 789 -9500 Fax: (727) 784 -6662 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN- BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., © (727) 789 -9500. PLAN INDEX 1. COVER SHEET 2. SITE PLAN 3. PAVING, GRADING & DRAINAGE PLAN 4. UTILITY PLAN 5. DEMOLITION PLAN 6. STORMWATER POLLUTION PREVENTION PLAN 7. STORMWATER POLLUTION NOTES 8. SPECIFICATIONS & NOTES 9. DETAIL SHEET 10. DETAIL SHEET 11. DETAIL SHEET ES1. ELECTRICAL SITE PLAN IRR1. IRRIGATION PLAN IRR2. IRRIGATION DETAILS & NOTES L1. LANDSCAPE PLAN L2. LANDSCAPE DETAILS L3. LANDSCAPE NOTES S1. SURVEY S2. SURVEY SITE DATA PROPERTY OWNER: K B INVESTMENT HOLDINGS, LTD. C/O BOULDER VENTURE S 2226 SR 580 CLEARWATER, FL 33763 PARCEL ID NUMBERS: 17- 29 -16- 59392 - 001 - 0010, PROPERTY LOCATION: 2660 GULF -TO -BAY BOULEVARD EXISTING ZONING: C EXISTING LAND USE: CG EXISTING USE: RETAIL / RESTAURANT PROPOSED USE: RETAIL / RESTAURANT SETBACK REQUIREMENTS :' REQUIRED PROPOSED FRONT: 25' (MIN) 43.75' (MIN.) SIDE: 10' (MIN) 3.54' (MIN.) REAR: 20 /(MIN) 3.14' (MIN.) MAX BUILDING HEIGHT ALLOWED: 3 PROPOSED: 25 TOTAL SITE AREA: 1 .24 ACRES= (54 010 S. F.) s' �j I� MAX FAR: 0.55 PROPOSED FAR: 0.19 1, MAX ISR: 0.95 PROPOSED ISR: 0.69 LOT COVERAGE CALCULATIONS: EXISTING EXISTING PROPOSED PROPOSED BUILDING AREA 5,687 SF 10.53% 103200 SF 18.89% RESTAURANT 5,687 SF 10.53% 2,500 SF 4.63% RETAIL - - - - -- 7,700 SF 14.26% VEHICULAR USE (DRIVES / PARKING P6, 188 SF 48.48% 23s810 SF 44.08% CONCRETE & SIDEWALK AREAS 5,621 SF 10.41% 3,410 SF 6.31% TOTAL IMPERVIOUS AREA 373496 SF 69.42% 37,420 SF 69.28% TOTAL PERVIOUS AREA 16,514 SF 30.58% 16,590 SF 30.72% TOTAL SITE AREA 54,010 SF 100.00% 54,010 SF 100.00% PARKING CALCULATIONS: REQUIRED RETAIL 41100 SF (5 SPACES /1000 SF) = 21 RESTAURANT 21500 SF (15 SPACES /1000 SF) = 38 RETAIL 11800 SF (5 SPACES /1000 SF) = 9 RETAIL 13800 SF (5 SPACES /1000 SF) = 9 REQUIRED = 77 SPACES (INCLUDING 3 HANDICAP) LANDSCAPE HARDSHIP (SAVING TREES)[25% REDUCTION] REQUIRED = 58 SPACES PROVIDED = 58 SPACES (INCLUDING 3 HANDICAP) FLOOD ZONE: THIS PROPERTY LIES IN FLOOD ZONE "X", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL No. lk 12103CO126G, DATED SEPTEMBER 3, 2003. SITE PLAN APPROVED CAM- SRC W —&--- C0 8 0M OAT1=L _z ROBERT' H P- �PIERR P #19841 n1VMdV310 J0 ,X113 1N3W1dVd3G ONINNV"Id hnOZ 8 T AON �a 3A1301 0�- 11 KEY WEST GRILL REHAB AEI JOB # 049 -043 CONTRACTOR TO CONTACT BOBBY CANTRELL AT II PRIOR O CONSTRUCTI N 224-739 II DUMPSTER PAD. II �. I! EXISTING & PROPOSED ; POINT OF ACCESS II ;� I 10' SACK LIME` II I I �Z1 +I PROPOSED li POINT OF ACCESS N is II li II 1 1110' FLORIDA POWER EASEMENT • II [O.R. BOOK 5922, PAGE 526] --N: II III II II. �+ 5' WIDE PEDESTRIAN PATH. II'• II 3" THICK CRUSHED STONE II !'i;_ II III a II. w U 0- co 0 o I+ !I• 6 in II N lie: CD II z II. II I � II � III ILL _ L.P. I '<" ® EXISTING & PROPOSED POINT OF ACCESS ;<.<,.; ♦.t II +i TYPE 'F" CURB • III { I 0;II I• III III � °II I olIll m U) < 7 / Lv.rc, bu 5922, PAGE 526] PROPOSED T 25' SETBACK LINE —Ts \\ /I • SIGN L ATE TOE OF SLOPE— ^ _ � ,,,,� `' \.�� r _ 0 JJ // UTILITY EASEMENT TO B� `- ~ �© - -� DEDICATED TO THE CITY _ ___ �~ -�- ��I J I OF CL(�ARWATER �� �� _ _ APPRR�ATE SOP OF BANK !!! — � II P.P. � .:�- S89'46'01 "W 15.00' —. — .......... ...— _.... _.... _.._. — ..._.... —. —�� _.._ .... -. — ...— • ��.• 0• ��.•• �r�••..• ��••• ��• ••��•••�•••�•••••w•�r•••��•••�• ...._. •� ._... _.... _..,.......- P.P. — _ -- __- -�\ - s• - - _— _— —___ ---- - - - - -- EXISTING SIDEWALK m 17_ IJ ------- _------ __-- _ — - -- - - — ___ _..._ — � ' ; �- ___._ — — --- - __.. — _.._ _. — — ..- — — __ _... — — .__... -.._ _._._ ._.._ —. — — ---- --- — — —" " 1 X 1 SIDEWALK EASEMENT ALL BROKEN SIDEWALK WITHIN FDOT R/W IN FRONT OF THE PROJECT SITE SHALL BE REPLACED. L4 ►0a ?J? 0 x s. G U L F T O B A Y B O U L E V A R D S T A T E R 0 A D 6 0 120' R/W G i NOTE: PROJECT SITE IS SUBJECT TO A NON— EXCLUSIVE EASEMENT FOR PURPOSE OF INGRESS AND EGRESS AND FOR PARKING FOR PEDESTRIAN VEHICULAR TRAFFIC OVER AND ACROSS THE PARKING AREAS AND DRIVEWAYS. [O.R. BOOK 5870, PAGE 1325 =13271 0' 20' 40' SCALE. I" = 20' SIGN LEGEND m TEXT OR SYMBOL TYPICAL PARKING SPACE SHALL BE STRIPED WITH SIZE R1 -1 STOP LOADING ZONE SHALL BE MARKED 30 "x30" STRIPES AT 5' CENTERS ON A 45' R3 -1 NO RIGHT TURN 24 "x24" SITE LEGEND R3 -7 LEFT LANE MUST TURN LEFT 30 "x30" PROPOSED DRAINAGE INLET R5 -1 DO NOT ENTER 30 "x30" `7 r J R6 -1 ONE WAY RIGHT -OF -WAY 36 "x12" EXISTING EDGE OF PAVEMENT ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HC STRIPING NOTES 10 z TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. SEE DETAILS FOR HANDICAP PARKING. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. NOTE ALL RADII TO BE 3' UNLESS OTHERWISE CALLED OUT ON PLANS SITE LEGEND D 1 HANDICAP PARKING (� PROPOSED DRAINAGE INLET O PROPOSED CURB SITE BOUNDARY LINE `7 r J CENTER LINE OF ROAD O RIGHT -OF -WAY EXISTING EDGE OF PAVEMENT -I PROPOSED ASPHALT PAVEMENT Q 00 PROPOSED CONCRETE PAVEMENT 1 TYPICAL TYP HANDICAP HC PARKING SPACES 10 SIDEWALK S/W `°' RADIUS R5' LINEAR FEET LF SQUARE FEET SF PROPOSED LIGHT POLE 4 i CLEAR SITE TRIANGLE o f O N C 73 3 � m o 0 rz 0 x w w O ❑ U Z Lu O Z c V U V) 00 O7 LL z O O U L) ❑ w IL o� z a o El ww >_w_ozrn 10 z co D 1 O { C) `7 r J < Ill z O 1 -I Q 00 1 < 0O Q00 ir O M M 7d�$ �� Z •rss�h�,�„� fn U' m O _ z r a� O z� J w 2 < ^... N /J ,`. crx < r �. IL 8 LLWI Lq g: W > F w 2 Sa w w °o00 W o M h 0 v C! .,,, y a1 �° 20 Z a w =o, Wej 0�-^ Q N N W� ix Lu V c v Zy ..1 a .,;. t D W c C C ya, Q m =o w w p� o J "- GC z C� m 0 umi 3:: J >= W m iTJ s H E E T 2 N O z a w HZ 12"4 X tt 49.40 -_ � 1. ,P M.E.G. 49.27 II II II 11 II it II 11 II 11 II it 4 49.38 +48.70 II (110' FLORIDA POWER EASEMENT it [O.R. BOOK 5922, PAGE 526] - 41 II 48 II 49.20 +48.40 I •P 48.55 II I) II 11 MATCH EXISTING GRAD 11 AT PROPERTY UNE. )I 11 49.46 49.53 I1 It 48,87 II CONTRACTOR TO INSTAL SILT FENCE PRIOR TO// II COMMENCING ANY )I CONSTRUCTION X36 � _ X49.45 9 <. IIL +49,11 48.98 X49.02 48.92 II L.P. +48.90 SIDEWALK FLUSH WITH PAVEMENT L.P. 48.32 +48.15 I 11 I BO +48.91 48.4 16.45 � I • 15" R.C.P. I :now as mmium 17 +4 GRATE ELEV. = 48.04' GRATE ELEV. = 48.00 IE = 45.17 .'. E. IE = 44.73 ' \\`48.34 ��'�► W. IE = 44.50 6 47.43+ 48.48 I� o 47.83 120' R/W PROPOSED SWALE STORMWATER FLOW (/) C 'p L O X 6, �,W 0U1-4 EXISTING SWALE STORMWATER FLOW 47.44+ LL wlo: 1 DIRECTION OF STORM WATER FLOW LL STORM DRAIN LL HELICALLY CORRUGATED ALUMINUM PIPE 47.33+ // ERCP //46.83 10' FLORIDA /kWER EASEMENT SIDEWALK [O.R. Bgq, /5922, PAGE 526] d V1 F.F.E. v� 6 46.41 II 46.22 PROPOSED ASPHALT PAVEMENT // 1! . 45.84�/� 46.05 r �46.30 - 4592 _ _ .._._ - - - - - 4�681,j P.P. - 45.74 0 45.92 -- - - - - -- -45.72 � - - - -_ 45.:x, � '• +49,11 48.98 X49.02 48.92 II L.P. +48.90 46•3T \ 45.92 45.77 5 46.3 45 3� .88 445.59 ----- - - - - -- -- 44 .77 in� ��_ .- - .._... _...._ - - - - - - - - - �F44.29•� 45.12 - X44.43- 45.30 +48.65 49.15 +47.97 �. "•••�.i•••i��•••r•••ars..••• 47•�riu►�•i��••••��••. ... .. S>t 84+, + L.P. W 60 - - -- - _�� _ 46.77 -- ST � TYPE 'C' Hpc�l AX. SLOPE. � EXISTING GRADE OPERTY LINE. it +46.61 47,27 200 L.F. OF 15" 'RCP 0 0.20% j/ 47.12A 47.12"( j - -.._ - -_._-.._--._..__-- 1 i I I I I s I 1 1 I \1 I I ST-_2 / . ..... TYPE C GRATE INLET as. GRATE EL. = 46.35 INV. EL. =43.10 - 30 L.F. OF 15" 3-'RCP 0 3.67% +46.68 + 45.84 +45.83 I • +45.31 NONEXCLUSIVE EASEMENT FOR INGRESS/ CRESS, K[NN6, pESTRIAN AND PASSENGER VEHICULAR TR FFIC [.1145.48 45 8 4 .36 J 15.3 1 AKI i li 44 44.76 + 44.67 i - CO a ON NEW SIDEWALK ---- -- IE=41.04 4'45., - APPROXIMATE TOP OF BANK 4 1 �s FLARED END SECTION ..�„ INV. ELT 42.00 �••••••�••• •ii�• ..��, - - - - _ -- - -_i_4.83 4.28 - -4 44.00 - - - - - -- - _ - - -_ ...._..._....._...... -- 4.75 - _.�`��43.46 44.2 _3.3� �.._.- 43.09 44 _ 143 _ _ 43.40 �.tz - --- - - J6 -sati -- 1' X 1' SIDEWALK EASEMENT San - CONTRACTOR TO INSTALL SILT FENCE PRIOR TO CURB INLET COMMENCING ANY CONSTRUCTION THROAT ELEV. = 43.82 G ULF TO SIDEWALK FLUSH WITH PAVEMENT TYP BO PAVEMENT TRANSITION FLUSH TO 6" BELOW FROM SIDEW,��,IC +4 S T ATE EXISTING ELEVATION R O A D 6 47.43+ DRAINAGE INLET o MITERED END SECTION 120' R/W PROPOSED SWALE STORMWATER FLOW (/) C 'p L O X 6, �,W 0U1-4 EXISTING SWALE STORMWATER FLOW 47.44+ LL wlo: 1 DIRECTION OF STORM WATER FLOW LL STORM DRAIN LL HELICALLY CORRUGATED ALUMINUM PIPE 47.33+ .VI Q ERCP FINISH FLOOR ELEVATION V1 SIDEWALK � +48.18 Q d V1 F.F.E. v� PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT MEET EXISTING GRADE MEG F'. 0 49.40 4 Q 0 W0 0 W0 W0 W � C W lb W W SEE DETAIL ON THIS SHEET 'HANDICAP RAMPS - GRADING' O +48.0 .�� ... � '�` 49.48+. 406 49.24 +47.6 ,88 +48,35 +. 27.69 46•3T \ 45.92 45.77 5 46.3 45 3� .88 445.59 ----- - - - - -- -- 44 .77 in� ��_ .- - .._... _...._ - - - - - - - - - �F44.29•� 45.12 - X44.43- 45.30 +48.65 49.15 +47.97 �. "•••�.i•••i��•••r•••ars..••• 47•�riu►�•i��••••��••. ... .. S>t 84+, + L.P. W 60 - - -- - _�� _ 46.77 -- ST � TYPE 'C' Hpc�l AX. SLOPE. � EXISTING GRADE OPERTY LINE. it +46.61 47,27 200 L.F. OF 15" 'RCP 0 0.20% j/ 47.12A 47.12"( j - -.._ - -_._-.._--._..__-- 1 i I I I I s I 1 1 I \1 I I ST-_2 / . ..... TYPE C GRATE INLET as. GRATE EL. = 46.35 INV. EL. =43.10 - 30 L.F. OF 15" 3-'RCP 0 3.67% +46.68 + 45.84 +45.83 I • +45.31 NONEXCLUSIVE EASEMENT FOR INGRESS/ CRESS, K[NN6, pESTRIAN AND PASSENGER VEHICULAR TR FFIC [.1145.48 45 8 4 .36 J 15.3 1 AKI i li 44 44.76 + 44.67 i - CO a ON NEW SIDEWALK ---- -- IE=41.04 4'45., - APPROXIMATE TOP OF BANK 4 1 �s FLARED END SECTION ..�„ INV. ELT 42.00 �••••••�••• •ii�• ..��, - - - - _ -- - -_i_4.83 4.28 - -4 44.00 - - - - - -- - _ - - -_ ...._..._....._...... -- 4.75 - _.�`��43.46 44.2 _3.3� �.._.- 43.09 44 _ 143 _ _ 43.40 �.tz - --- - - J6 -sati -- 1' X 1' SIDEWALK EASEMENT San - CONTRACTOR TO INSTALL SILT FENCE PRIOR TO CURB INLET COMMENCING ANY CONSTRUCTION THROAT ELEV. = 43.82 G ULF TO EL BAY TYP BO U L E V A R D S T ATE EXISTING ELEVATION R O A D 6 0 DRAINAGE INLET o MITERED END SECTION 120' R/W PROPOSED SWALE STORMWATER FLOW (/) C 'p L O X 6, �,W 0U1-4 EXISTING SWALE STORMWATER FLOW `- o' 20' 40' SCALE: 1" = 20' GRADING LEGEND ELEVATION EL TYPICAL TYP CLU,,NOUT CO INVERT ELEVATION IE HANDICAP HC EXISTING ELEVATION X49.58 252 PROPOSED SPOT ELEVATION DRAINAGE INLET o MITERED END SECTION D PROPOSED SWALE STORMWATER FLOW (/) C 'p L O X 6, �,W 0U1-4 EXISTING SWALE STORMWATER FLOW `- SURFACE STORMWATER FLOW wlo: 1 DIRECTION OF STORM WATER FLOW -� STORM DRAIN SD HELICALLY CORRUGATED ALUMINUM PIPE HCAP ELLIPTICAL REINFORCED CONCRETE PIPE ERCP FINISH FLOOR ELEVATION FFE SIDEWALK S/W STORM SEWER STRUCTURE NUMBER S -50 EROSION CONTROL v� PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT MEET EXISTING GRADE MEG PROPOSED LIGHT POLE 4 THE FOLLOIMNG STORM PIPES MAY BE USED ON THIS PROJECT PRIVATELY MAINTAINED SYSTEM (OUTSIDE OF RM 1. RCP CLASS III 2. ERCP CLASS III 3. HARDIE FRCP CLASS II 4. ADS N -12 HDPE 5. ADS N -12 HC HDPE 6. CONTECH A -2000 PVC 7. HANCOR SURE -LOK WT HDPE • F. F. E. = 49.40 • F Q a ^ P �C • \ �s `�. ' � g� a< >. �>Z:\.`5 �c, .,:tV }x?a mss?. `z', s l ice. Vr`1. �. > >� x >><.� ?,k V:..� .�3i`y `�x \ F3x3?;sa \�'V�`\,k `* sJk`< • 'z 33 <:�sk> ".'= cat � riz`��z`' ` ' {,�y,y+�i�\,\L=k\. .� �a"'Y;''�.�o,, ` � �' ^�,,`y�"",,� "�;�'SE ,s LC �. � "'�• .. .. �, . ><....� T �^ . .: �<,., ^,tag.: v .+:L,�.` ?..X. >"{ >�.'.'a , .r. •x a. ->,a, ,. � , ,\ . s> , •: >,.., f <as: i.;- ,>.:...:;,, ,>..... . > > >;. ;.6 ` , , . .:> .. „� .`�'.'>'s� :i;` s, .,.,a^ _.:..c:,,< +`�,£�'>:: `�' > L: s..y >'�,' ?3 <, .�. , .t,'; ,. ^..: • ".vs z .s ? s,: : • z ,• ; . � �:�'{i, ? s+i;,f' R -, a z `::f �#• : - . gp �. t :; % \? s,V.S<*i�c, s x+ a ,,.:,i, Z •`f 5 ">� �3 ;.3 `„e ,' ` -i+<� \; k� >t .Y . �yz2g 3�s.� >o.,. ` x ,�. , `'�&t: "3 V2 <�:3„ x 1 ,ms�<.€ 'f> , N,,, ,3?.. , .3:. .: s...;0 ff :L,�xs >�,.,^ .. Lafv ✓z7 ;,., ,�``3`1'^}, .<t„. x:: ..} � ;:�', k?x, �s:. :,::., +:+ $ , :4:. , =l +^^�.�,vgk:..: '. „\ ?` c,.: ♦. .,.::`SC. Y s. :`.6.., .,'� > -'3, \ +:CL+ `:L i.,JZf '` i2E2'%::k: \:5•:: .\ :"L .a ,< ,y : :s `2\ �i \ M}.3. .:'.i, >: 2 "fir'•` r <` ��+� "� ,. ..> HANDICAP RAMPS - GRADING SCALE: 1 " - 10' 48 HOURS BEFORE DIGGING ""CALL SUNSHINE" 1- 800 -432 -4770 � m3 o F O W W O ❑ re re z Lu a � O W U) ELI V O 0 LL. Z O O U U [] w a z Z r Q U- IL0 0 ww >_w_oZw o co z po d- Ld c I yam o I � L m Z< N m � I o0 w C I m :2 a. r) 0 Q_ d 0 ,EEg M 0 C,4 Z 8�� z §Vz � J wzF Q °' 8 a as =Z -r- d > t; s ri 0 5 Aga V) i a� Z Q Q uj Lu ' c o W LIL. Z �j z LN) I� 06 C) Y _ Z W J W 0 Z Z u CL > 41:t 37e ri a. 0 z;; m ry � z); 7 H' E T 1 01 4� C W 4e °SOD W~ o V) y r U U (/) C 'p L O X 6, �,W 0U1-4 wlo: 1 -00 L rn � W yZ o EP lb C Mar. C Q N N WQ� � W � v� VV� Its o C W W � C `. ;?.. ` 3 O Z Q Q uj Lu ' c o W LIL. Z �j z LN) I� 06 C) Y _ Z W J W 0 Z Z u CL > 41:t 37e ri a. 0 z;; m ry � z); 7 H' E T 1 01 71-A Il /( L.P. ,rr i� r II rla II IiA I NONEXCLUSIVE EASEMENT FOR INGRESS/ CRESS, P�.ARKIIN�G, )ESTRIAN AND PASSENGER VEHICULAR TRAFFIC o' 20' 40' �rr SCALE: 1 " = 20' UTILITY LEGEND EXISTING SIGNAGE EXISTING UTILITY POLE � W V W V L.P. EXISTING GUY W/ WIRE —� v r/ N � � ® �� �� EXISTING WATER MAIN <- �•��'�• <Aw�° °•�•ur W / EXISTING SANITARY MAIN IN V. NOTE: EXISTING OVER HEAD WIRES --"- 44.18 UNDERGROUND WATERMAINS �+ AND FIRE HYDRANTS SHALL EXISTING CHECK VALVE I II I BE INSTALLED, COMPLETED EXISTING GATE VALVE Vl a s I( AND IN SERVICE PRIOR TO , I EXISTING FIRE HYDRANT CONSTRUCTION PER NFPA 241. EXISTING REDUCER a EXISTING BLOWOFF 0 EXISTING WATER METER w EXISTING SANITARY MANHOLE O EXISTING SANITARY CLEANOUT SANITARY SEWER SS PROPOSED CLEANOUT – CO • PROPOSED STRUCTURE NUMBER S -11 PROPOSED GATE VALVE ►� PROPOSED FIRE HYDRANT PROPOSED REDUCER PROPOSED BLOWOFF PROPOSED WATER METER ■ PROPOSED BACKFLOW PREVENTER C� WATER LINE WL 1 3 1 - (4) 1-1/2- PVC WATERLINES G U L F T O B A Y B O U L E V A R D 2 6" PVC (DR -18) FIRELINE (TO BUILDING) —(5) 1 -1 /2" GVs 6" PVC (DR -18) WATERLINE 1 -1/2" PVC STATE ROAD 6 0 (TO FIRE HYDRANT) : IRRIGATION LINE I 6" GV w 120' R/W (4) 3/4 METER & DOUBLE CHECK 2, I BACKFLOW PREVENTOR DEVICE (TO BE INSTALLED BY THE CITY OF 6" METER & DOUBLE DECTECTOR I CLEARWATER) CHECK VALVE ASSEMBLY (TO BE INSTALLED BY THE CITY 3' 1 -1/2" IRRIGATION METER & OF CLEARWATER) I BACKFLOW PREVENTOR 6" GV "� — • : ' — — ~ 7- — — 331,15 ' UTILhTY EASEMENT — — .'a T0: 8� bElDICAI •.TO.THF�.a • ' G : . ` REPLACE :EXIST: a ( 1 -1/2" s : CfTY OF CLEARWATER : ��? SIDI:INALK' 4" IP W •4. 4. 6 "X12" WET TAP XIST. 1 " W,M. REMOVE EXIST, METER AND CAP W/ 6" GV 4" GV 15, EXIST. WATERLINE WATER CONNECTION DETAIL NOT TO SCALE NOTE: ALL WATER AND FIRE MAINS SHALL BE D.I.P. THROUGH ASSEMBLY AND EXTEND ONE PIPE LENGTH PAST ASSEMBLY. PROPOSED CONCRETE PAVEMENT :. PROPOSED ASPHALT PAVEMENT PROPOSED LIGHT POLE Q 3 � m � Q: z U W W 0 0 0Z Z. a F- 3 a U uJ � � LLJ 00 V) W Z O 0 t- 0 U El Ix W a J Q Z CD Q LL � 0 ❑ -LI I I T.1 .- z o Z (D 6� M d' j •— w r I ¢M p cr- I > J z �Cy m a� I 00 w I ��Q 0) a 0 00 00 Q�C4, o� Q w m o z 5, 06 Lij ,.. a •��r Z O` t 'i3 ❑� O a. '� �;�q' ":; gS °_ -Zi. N y L � W W c° Z. N (40 Ll.l 1114Z in v �o U C a O y 3 0 o v m-.rn T rn 3 L1J N 6 , > 0 C Q N ce W� W � v-4 W c ae -44 y c c z `< u.. H E T N 2 Fj-1 Z 14% CL J H �s G"D CD +49.11 49.46 ® 48.9>� x.49.02 +48.90 49.53 777111 . II ` 48.87 ('4192 .P, I ,49. + 50.0 49, +49.01 CONTRACTOR TO "FAKE II EXTREME CARE TO NOT � 49.5 HARM EXISTING TREES WHENII � " REMOVING ASPHALT. (TYP.) 3 fl +48.65 +48.76 +47.97 II II II 376 ® 26" 49.15 48.gp 4 48.t4 6'01" 255; 00' ... ... ... ... L47.5 . .. ••• 1 I 4 4 2 1 48.29 8. 47 2 4" 4" 47.60 J _ _... � _..._ - � L.P. � 358 1 I 746.77 'j' -•-• ._... 0 + 46.68 +45.84 373 ® , X36 _„-, =9.45 E BA 24" '�' j T 46.18 -+45.83 g" 12 "4 49.40 49A 4 . 4 .) T EE W LL IF I (( I 49.50 _ 49.2_L•P• 49 14 49 .8 ,8 DED.�EXIST NG , 1. II ' ° UNDERSTORY TO REMAIN. I I 4. 7.29 I + ff I SAW -CUT EXIST. - I PAVEMENT (TYP.) o I) 479 .84 4 SAW -CUT EXIST+46.51 ' -� 48.42 _ 48,46 �._.v. - --__ _ O CQNCRET - E - - a .96 - PAVEMENT (TYP.) +�2t 45J +45.31 11 47 Q? NONEXCLUSIVE EASEMENT FOR INGRESS/EGRESS, PARKING, 46.35 8.08 48.04 48.04 47 Fri I DESTRIAN AND PASSENGER VEHICULAR TRI8,FFIC 49.11 47.02 46,E 49.1 4 .56 9 46.27 II 1 I 48 ( ®1 348 .78 46.1 45.92 45.8 45.48 47. 46.44 359 45.99 48.49 1 21 " 380 .03 3 4 45 8 II 1 48.7347 2" ( ( I x6.45 1 ®19" n ®® 4" 6 1 4.36 II I 1 25-,13 I E II .17 49 49158 ®33" I 1 ( 46 46.68 1 - 9 300 II 45.40 1 3 T I 4 381 (R) 382 45. 7" 2 3 ® 369 Ar 1 49.38 48.96+ 9. 1 4. 1 4" 2 83 12" 3 1 + 48.70 A 47 4, 47 3" 3 I I I 48.87 6 .09 E S8 6'01' W 102. 47. ..�.^ ... ....._. -.-. _...._ = ...._.. ____- .... / /�/ /�/ /7/ 342 W365 , ®11" - _ 11 "" 48.85 10 ' - 13- II _ 47.7 FLORIDA POWER EASEMENT - 46.44 44,76 +44.67 .4 11 / / / / / / / / / / _ - ONTRA- TAKE II [O.R. BOOK 5922, PAGE 526] ,', �'� 31 4" I � EXTREME CARE NO HARM EXISTING TREES WH REMOVING ASPHALT. (TYP.) II 48.78 - I� / T N L 48. 11 48.5911 +46.61 -1-45.75 I +44.43 + 49.1 49.20 11" I L. 4727 TREE BARRICADE � / 11 +48.55 +48.40 00 /1 I/ (TYP.) TREE WELL. IF 0o III , // a 339 NEEDED. EXISTING �3" 700 UNDERSTORY TO REMAIN. 1� 3 340 47.58 47 2� I' O 11• 1 I // / //{ 147.50 II 0 i //� / ff 9 6 45 .38 (1 } II 47.12 x8.40 1 111 I 48.37 II 4 .7 99.5 49. 48 X11 I 0) 11 __...�•� I 1 III � 1 7. III �' � 32 48. +48.15 _ _ 48.43 4 / �/ C3 o I 42.91 - T 48.45 66 6 8.4 3 48 4 47 6 47, : Il m I • .57 4 4. 3 I 0" 4 9 48. •4 15" R.C.P, " 4 4 . 1 Dry 46.87 17 . '- -mss- -mom- i 11'ffff I 46 lI I GRATE ELEV. = 48.04 P a" I REMOVE EXIST. GRATE ELEV. = 48.00 IE = 45.17 + STORM PIPE, ' E. IE = 44.73 � - INLET, & MITERED W. IE = 44.50 \` x4834 I 11 ND SEC11ON 11 3 4. 47. 8 46. B I 48.48 48. 4 19" 7 I 57 1 4 .2 47.91 47.89 470 47. II 47.83 // I I 4® I I 47.2 /� / /{S•T : �8 I I 24" g= 2 2 .P ®: li I / Q 46.62 _ -- // 2 47. 46 46 1 6" 46sC CTOR T�TAKI✓ - 6.0 1 46. II P.P. I 47.3 EXTREME CARE TO NOT Y //9.83 HARM EXISTING TREES WHEN 45 ( 1` X31 \� AlO.R. 0' FLORIDA /kWER EASEMENT ( MOVING ASPHALT. (TYP.) 421;E = 41.2 �\ X4&,16 BQO�/5922, PAGE 526] / 42.41 - ` ` 42.3 - 4 ��/ F EXISTING STORMWATER OND' - 42.6 46.10 REMOVEI EXIST. 46.41 4s.2z / 4 I METER ¢� gFP. CAP EX G-__ _ _ _ - 42.4 2 - 42.1 APPROXIMATE E OF SLOPE 41.8 45. `� 45.97 WATERLINEV�ER� -j REMOVE EX STING SIGN } /� I �, _ - ---- 45.84 SLOT ELEVATION = 42,19 � 45.1 46.05 ' (� 4s.o IE�= 41.01 L BACKFLTE I T1 `APPROx` ATE �QP OF BANK- rpACKFLOW q n r- BA PREVENTEF� '1` x,4.8„ , 45.92 x'30 _ H 1� , 1561 n - ohl- -- _ PP -ohl- _ohl S89'46 01 W . 5T00 - - - - - - - - - -L- - - - _14L529_ � - vWL . F 44.00 �m�� �G U - 44,83 �4.28GL W iyrp -- _ wm 924 2 '- --^ 45. - GL OSr- - - - -- _ SBS1S -- -9QS U R -- 46.33 / \ 4 445.59 - - - - - 44.77 - - _ 44.2„ - ...._.. - ._.- -- - .. _- � 3.40 - � 43.09 78 45.366-g5�- 45.11 ���---- __ - - -� - - t? -- ---- -- ----mss �- - -1' X 1' SIDEWALK EASEMENT '- 45.3o SAW -CUT, - �T4 .4a- - .sue ���lsan --- --- san --- ---- SAW-C & EXISTING 8" APPROXIMATE LOCATION OF REMOVE SANITARY SEWER EXISTING 4" GAS MAIN REPLACE EXIST. CURB INLET EXISTING SIDEWALK THROAT ELEV. = 43.82 SANITARY MANHOLE I.E. (N) =38.32 G U L F T O B A Y B 0 U L E VAR D S T A T E R 0 A D 6 0 120' R/W 46.20 0' 20' 40' SCALE: I" = 20' NOTES 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN PROJECT LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES ON SHEET 7. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS. 5. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. U. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE ca DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED Q TO BE REMOVED. 7. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL W TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 0 J 8. ALL EXI$ITNG EDGE OF PAVEMENTS SHALL BE SAW CUT AS NECESSARY LjL TO PROVIDE A CLEAN EDGE FOR THE CONSTRUCTION OF THE PROPOSED PAVEMENT TIE -IN. z LIMITS OF PAVEMENT DEMOLITION O tJ� cn MAINTENANCE OF TRAFFIC NOTE: 0 W CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC DURING Z CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT -OF -WAY PURSUANT TO BUT 0 9 c) W STANDARDS NOT LIMITED TO THE FLORIDA DEPARTMENT ROADWAY AND TRAFFIC DESIGN °n o INDICES #600 THROUGH #665. 0 � >= Z 1 W tt oI 0 PpR s H E E T N 0 z' J a. Z O J O m W 0 , C c> r -..1, CD .x �'L y � m3 cW W (c) w o °o�OD cO WMN � 0 v U C o S�4) Q) U4 u- CL" 0 -5;, Z 4 V =oaa3 _% W 0 0 wi •C o E r- 0-6 - N N C H O W� Lu v �4 Z w Li ;, . t W W .h `E � w 0 0 ce. UJ z o AST. �i L Z 0 3 Ix U F U a uJ N o 0 N LL 0 Z ,U w CL Z o C3 Q FL �o Z Z ww > -w -Ozw LJ w <M 0 d' �. LN r� mJ a� I 1 ob w a I 0 OHO Q00 Li� � g ��• M 0 N 00 m Q Z 63 � 8 � W w ►� OL o Z a rEfy.. 0 > F W g a Z V) U. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE ca DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED Q TO BE REMOVED. 7. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL W TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 0 J 8. ALL EXI$ITNG EDGE OF PAVEMENTS SHALL BE SAW CUT AS NECESSARY LjL TO PROVIDE A CLEAN EDGE FOR THE CONSTRUCTION OF THE PROPOSED PAVEMENT TIE -IN. z LIMITS OF PAVEMENT DEMOLITION O tJ� cn MAINTENANCE OF TRAFFIC NOTE: 0 W CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC DURING Z CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT -OF -WAY PURSUANT TO BUT 0 9 c) W STANDARDS NOT LIMITED TO THE FLORIDA DEPARTMENT ROADWAY AND TRAFFIC DESIGN °n o INDICES #600 THROUGH #665. 0 � >= Z 1 W tt oI 0 PpR s H E E T N 0 z' J a. Z O J O m W 0 , C c> r -..1, CD .x �'L y cW W (c) w o °o�OD cO WMN O E v U C o S�4) Q) U4 u- CL" 0 -5;, Z 4 V =oaa3 _% W 0 0 wi •C o E r- 0-6 - N N C it W� Lu v �4 O ;, . t W W .h `E � w if AST. �i U. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE ca DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED Q TO BE REMOVED. 7. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL W TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 0 J 8. ALL EXI$ITNG EDGE OF PAVEMENTS SHALL BE SAW CUT AS NECESSARY LjL TO PROVIDE A CLEAN EDGE FOR THE CONSTRUCTION OF THE PROPOSED PAVEMENT TIE -IN. z LIMITS OF PAVEMENT DEMOLITION O tJ� cn MAINTENANCE OF TRAFFIC NOTE: 0 W CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC DURING Z CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT -OF -WAY PURSUANT TO BUT 0 9 c) W STANDARDS NOT LIMITED TO THE FLORIDA DEPARTMENT ROADWAY AND TRAFFIC DESIGN °n o INDICES #600 THROUGH #665. 0 � >= Z 1 W tt oI 0 PpR s H E E T N 0 z' J a. Z O J O m W 0 , C c> r -..1, CD .x �'L r- STAKED I! SILT FENCE (TYP.; 9 O I► II II I► II If II II II 11 L.P. I I iI I I II If I II 1110' FLORIDA POWER EASEMENT BOOK 5922, ii[O.R. II PAGE 526]. }} If II STAKED SILT if !!II II II I I II II I FENCE (TYP.) --� I II II II I1 II II L— �--, D L.P. AK �i : NONEXCLUSIVE EASEMENT FOR INGRES: )ESTRIAN AND PASSENGER VEHICULAR i SF STAKED SILT FENCE Ivrtda Erosion ar►d S�dlt7lrl Control lmpoctQrlo Manual O B �i>{: B O U L E V A R D S T 5xa rtc�, rri,Y ` Ce? Ga 64�ITI R 0 i3t5 K t7i .... D 6 �i : 120' R/W �.i ticrr 9c ILLkV4Y + . Mr� !/ / % ti 0 CATC FSrl,�51N ZIECTI.QW: A, z w ... .. ..:...., i .�l ac u�er:rr 51i i rtr aoriiEs ort . .., .. . ' • �'�'� .;'6I:3�tii,Y'"�a`,;C?AIIkS �' t°( C.."°°YSC- FiN4.'1•ii5:'Y'�F�23- T: _G4 N.F'.Qtw.•l.+.NA.'�4'..i:0}'t. i71h!ENT:TQ..... 7R�a'9. °Pt1h1aF"' . �': . .:` ,:.. ... .. SA.',�Aa��:OW.. I1'!'i2 • APQR. i`K1�">nrt .,..... � ...... � �.: .., G°"'rJl'�XZ7LE; PA.9FYi.G; Alak plla.:_A S*UtTI fiTWN/FJ.; t..P+Y ACLn. P'R�GPTIi3ti7LYI ff o °aKa�fsA6 �A� Iw rr:Ta>P su?ry rS P'N3V1D' 'h.`aPi1.J W7. rtaN � ii�l37p°"..G7 P9.0.P.Ml9.A �ptM;°T2't Pik �c�r..�ri srarxNt irsprtr rtra TR.....F.,� A . . :,:• .... -ib9a$a.i�aurE� -fnl ..... - -- _ ... ... Sayrc:.rosion;Drw . ' .... .:. . .... ..... `' ...' ; . .;. . ,. . • . G U L F T O B A Y B O U L E V A R D S T A T E R 0 A D 6 0 120' R/W 0' 20' 40' SCALE: 1 " = 20' • U U V D U) U. z 0 0 W a c z o El 1 F. �0 z ww > —w –oZW z cr t') d Of� mJ z 000 w N ��Q O) a. .Iz 0 ¢ 0 0 0 Q 00 ■ (n 0 la- 10 ]z d Z 8is a j5 �, 1Z 2 � z z FO J Ld „ W (L 02,3 �i '. El z 0 �� U= �<a ag 'W. ~ m gy` U ae > w gs i V) fiW � V C o�co L1J M N E V) 1i � I U U - q x rn n o o °c ; 3 a ° z 4 w U= rn W c o E� L F) - N N Lu 0 v� J �A W : W C '¢Q� Vj C c c 4 via"s 0 z CL m z ,Q Q o W W W � W J LL. W „J a- --- z z O 0 o J c 0 W a. W W >= z ~ W °- < Z �n Z �— $ .�<- H r�j E E T 6 N i T. I 'T, 9 r C:a CD �-�A � m 3 o 0 0 z w w 0 ❑ U • U U V D U) U. z 0 0 W a c z o El 1 F. �0 z ww > —w –oZW z cr t') d Of� mJ z 000 w N ��Q O) a. .Iz 0 ¢ 0 0 0 Q 00 ■ (n 0 la- 10 ]z d Z 8is a j5 �, 1Z 2 � z z FO J Ld „ W (L 02,3 �i '. El z 0 �� U= �<a ag 'W. ~ m gy` U ae > w gs i V) fiW � V C o�co L1J M N E V) 1i � I U U - q x rn n o o °c ; 3 a ° z 4 w U= rn W c o E� L F) - N N Lu 0 v� J �A W : W C '¢Q� Vj C c c 4 via"s 0 z CL m z ,Q Q o W W W � W J LL. W „J a- --- z z O 0 o J c 0 W a. W W >= z ~ W °- < Z �n Z �— $ .�<- H r�j E E T 6 N i T. I 'T, 9 r C:a CD �-�A KEY WEST GRILL REHAB CONSTRUCTION POLLUTION PREVENTION PLAN SITE DESCRIPTION PROJECT NAME: KEY WEST GRILL REHAB OWNER'S NAME: BOULDER VENTURE PROJECT ADDRESS: 2660 GULF —TO —BAY BOULEVARD OWNER'S ADDRESS: 2226 SR 580 SECTION: 17 , TOWNSHIP: 29 SOUTH, RANGE: 16 EAST CLEARWATER, FL 33763 DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: THIS PROJECT WILL CONSIST OF DEMOLISHING THE EXISTING BUILDING AND CONSTRUCTING A NEW STRUCTURE ALONG .WITH MODIFYING EXISTING PARKING TO MEET CURRENT CODES. PROPOSED USES ARE RESTAURANT AND RETAIL. SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; EXCAVATION FOR THE RETENTION PONDS, STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. SEQUENCE OF MAJOR EVENTS: 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. 2, CLEAR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS. 3. EXCAVATE PONDS FOR SEDIMENT TRAPS FOR 'SITE RUNOFFS. 4. BEGIN BUILDING CONSTRUCTION. 5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY. 6. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURES. 7. EXCAVATE THE REMAINDER OF THE PONDS INCLUDING REMOVAL OF SILT DEPOSITS. 8. STABILIZE PARKING LOT. 9. CONSTRUCT CURB, BASE AND ASPHALT. 10. COMPLETE FINAL SITE GRADING. 11. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. 12. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND PLACE SOD AS NECESSARY. NAME OF RECEIVING WATERS: POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES WIND EROSION STABILIZATION — THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A TWO (2) WEEK TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND /OR SEEDING AND MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPORARY STABILIZATION — TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL B1= STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH tHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. PERMANENT STABILIZATION — DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. STRUCTURAL PRACTICES EROSION PROTECTION — DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE DUST. SEDIMENT BASINS — THE STORM WATER MANAGEMENT AREAS (RETENTION .AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS— SECTION OR A MINIMUM OF 2 —FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS, ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL RETENTION /DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. SPECIFIED OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS — ALL WASTE MATERIAL SHALL; BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE — IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE — ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS, OFF SITE VEHICLE TRACKING STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. TIMING OF CONTROL MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA, SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE PINELLAS COUNTY AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY PINELLAS COUNTY STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D —4 AND 40D -40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ". MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: 1. LESS THAN ONE HALF OF THE SITE SHALL BE DENUDED AT ONE TIME. 2. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5— INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. 3. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE —THIRD THE HEIGHT OF THE SILT FENCE. 5. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE. FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 6. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 7. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH. 8. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. 9. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. NON —STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON —STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON —STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. NON - -STORM WATER DISCHARGE IT IS NOT EXPECTED THAT. THE FOLLOWING NON —STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PAINTS (ENAMEL AND PRODUCTS AND FUELS. LATEX) METAL STUDS CLEANING SOLVENTS GLASS WOOD TAR MASONRY I3LOCK SAND ROOFING SHINGLES STONE SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURE. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED, PETROLEUM PRODUCTS ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURE'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER: NAME: TITLE: SIGNATURE: DATE: CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPANY: Q z SIGNATURE:_ ; H Zz ADDRESS: V NAME: W GENERAL CONTRACTOR Y DATE: PHONE: 1- COMPANY: ~z SIGNATURE: zw5� ADDRESS: TEMPORARY AND PERMANENT NAME: STABILIZATION DATE: PHONE: F w COMPANY: SIGNATURE: NAME: ADDRESS: STABILIZED CONSTRUCTION ENTRANCE, EARTH DIKES, SEDIMENT BASIN DATE: PHONE: Qf;If:IP,IAL � m3 o 0 U) O z w w 0 ❑ 0 z UJO z EL 0 � v U D 0 0 u- z 0 0 v ❑ w a J o F-- Q z L o LL L El ww >_w_ozw a W 0 E z I O C9 0 n o r 00 mum4mm I U. e a � J °mom J � 0 oo o Qf;If:IP,IAL � m3 o 0 U) O z w w 0 ❑ 0 z UJO z EL 0 � v U D 0 0 u- z 0 0 v ❑ w a J o F-- Q z L o LL L El ww >_w_ozw a W z I LJJ C9 Z 0 o r ¢m O I U. J � J J � 0 oo o a m O ~ v w cl) LLJ f� N $ G Q z 8 ; H Zz z V �a�$ zF 8�zg W � Y z s � 1- ~z ti zw5� :3 a c O F w H E E T 0 W W °�� F4 w� Prot- y -o 'o X 0) a�i W 0 LL w ca o °o •o V °'orn3. Z ) W y Z o Et'- 9�i C Q N N �r4h 4) v W m 0. W a� W e w ` V% c >: rVw Q) m m W � LJJ ce. Z GC o e U. J � J J � � a O ~ v w cl) LLJ � z W a � Y � F� GENERAL CONSTRUCTION NOTES (k/13/04) 1. SEE SURVEY FOR SITE SPECIFIG BENCH MARK AND ELEVATION DATUM. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OQTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING "SUNSHINE" AT 1 800 432 4770 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 4. CHAPTER 77 153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD VERIFIED BY ON SITE INSPEC1ON BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. ALL PROPOSED UNDERGROUND U1LITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO, PAVEMENT SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL 013TAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS. 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME:, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY. 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, 15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE 0 BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. 16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED, 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET. 20. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE. 22. THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL 8"E RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. TESTING SCHEDULE GUIDE (4/30/04) ITEM TEST TYPE TEST I.D. REQUIREMENT FREQUENCY Embankment Maximum Density AASHTO T180 N/A Per Soil Type Optimum Moisture ASTM D1557 95% of Maximum One Per 2,500 S.F. Field Density AASHTO T191, T204 95% of Maximum One Per 2,500 S.F. 0 T238 Density Horizontally * i� J M ASTM D1556, D2937 I Alternating Lifts (12 Inches) ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF D2922 �W 0E°°4) At least one for each pipe run Utility Maximum Density AASHTO T180 N/A Per Soil Type Trench Backfill Optimum Moisture ASTM D1557 OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR 0 Under Roadways Field Density AASHTO T191, T204 95% of Maximum One Per 2,500 S.F. and Structures T238 Density Horizontally * ; 0 ASTM D1556, D2937 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED Every 2' Vertically i� J M D2922 I D2922 ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF LL �W 0E°°4) At least one for each pipe run Backfill of Maximum Density AASHTO T180 N/A Per Soil Type Structures Optimum Moisture ASTM D1557 Field Density AASHTO T191, T204 95% of Maximum Every 2' Vertically T238 Density ASTM D1556, D2937 D2922 Subgrade Bearing Values LBR - FLA. D.O.T. One Per Soil Type Check Point LBR at See Typical 500 L.F. Horizontally Maximum Density AASHTO T180 Pavement Section One Per Soil Type Optimum Moisture ASTM D1557 Field Density & AASHTO T191, T238 One Per 2,500 S.F. Thickness ASTM D1556, D2922 Horizontally Base Bearing Values LBR - FLA. D.O.T, One Per Source or as MtI..Changes Check Point LBR at 500 L.F. Horiz. Maximum Density AASHTO T180 See Typical One Per Source Optimum Moisture ASTM D1557 Pavement Section Thickness AASHTO T191, T238 One Per 2,500 S.F. Field Density ASTM D1556, D2922 Horizontally Gradation AASHTO T27, T98 One Per Source AASHTO T90 Atterberg Limits ASTM C136, D423, D424 Soil Cement Base Mix Design Portland Cement One Per Soil Type Assoc. Specifications (To be used if Maximum Density AASHTO T134 One Per Soil Type Daily separation between See Typical SHWT & bottom of Optimum Moisture (Standard) Pavement Section base is <1.5') Compressive Portland Cement One Set of 3 Per Soil Strength Specimens Assoc. Specifications Test Cores Portland Cement One Set of 3 Per Soil Assoc. Specifications ** Field Density & AASHTO T191, T23EI One Per 2,500 S.F. Thickness ASTM D1556, D2922 Horizontal Asphaltic ConcretMaterials Quality AASHTO T164 Bitumen Content, ASTM D2172 Gradation Per Specifications One Per Day Field Density ASTM 02950 -81 95% of Lab Density One Per 2,500 S.F. Horizontal Los Angeles AASHTO T96 -77 Abrasion ASTM C131 -81 Per Specifications One Per Source Thickness N/A Per Specifications One Per 2,500 S.F. NOTES: * The Contractor shall not pave over soil cement base until a 30 day curing time has elapsed ** Maximum strength limits, as established by soils testing company, shall not be exceeded * ** Should any of the information provided herein conflict with either the recommendations of the Geotechnical Engineer, and /or the Geotechnical Report, then the aforementioned recommendations will supercede this "TESTING SCHEDULE GUIDE:" CLEARING AND EROSION CONTROL NOTES (4/30/04) 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO �;TARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATE[) BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION /DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. PAVING, GRADING AND DRAINAGE NOTES (4/30/04) 1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, . PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER. 2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE. 3. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. 4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL STRIPING SHALL BE 4" WIDE PAINTED WHITE STRIPES UNLESS INDICATED. OTHERWISE ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT INDEX 205. 7. STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C -900, SDR -18, CLASS 150, UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 10. PIPE LENGTHS SHOWN ARE APPROXIMATE. 11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC, RATED FOR H -20 LOADINGS. 12, THE CONTRACTOR IS TO GRASS THE RETENTION /DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK FOLLOWING CONSTRUCTION OF THE POND. 13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL.STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS (4/30/04) 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. UPON COMPLETION. OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES (04/02/04) 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATION DESIGNATION D -3034, SDR 26. THE JOINTS SHALL CONFORM TO ASTM D -3212. INSTALLATION OF SDR 26 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE [REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 5. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN" 6. ALL DUCTILE IRON PIPE SHALL .BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 -91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 7. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE: POLYLINED OR EPDXY LINED. 8. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 9. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS (04/02/04) 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO AN INFILTRATION /E };FILTRATION TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL. REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. WATER SYSTEM NOTES (04 /02/04) 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER I INES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND (PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5. ALL FITTINGS 3 , OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA C110 AND AWWA C111 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECT ION. 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D -2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS, 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND' CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR, THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER, FDEP NOTES (04/02/04) B. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. C. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. D. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. E. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62- 555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A GO- EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90- DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE, IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR Pli "': WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE. OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) O. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD- FACING ELBOW, Q. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES, R. ,A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UN;IER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT TH� PIPE, AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MAIUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. S. r`'.LL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. T. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF AS.JESTOS- CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. U. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. AA.NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET, WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS(04 /02/04) 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. SEE ITEM "T" ' ABOVE: 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION /DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM "U" ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. WATER CLEARANCE REQUIREMENTS (04/02/04) W. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A U, Z CC HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE m c OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR 0 d PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C.; A HORIZONTAL W 06 DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY Z6 F e8 - J W a EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE 0 j9� FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED 0) 04 i� J M GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES I 1 0 ao ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF LL �W 0E°°4) THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, CK °0 CL WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF C a CHAPTER 62 -610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE 00 000 WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL o ZS 0 SYSTEM." om. D_ o X. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE W� 7&> LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY x: SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID' SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE., a D Y. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL r* BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS lam} i-' POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE rT1 00 AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER > FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, ;rj G F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, >, 3 WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF 62 F.A.C. I ;0 Z CHAPTER -610, ORIGINAL � m3 0 U) O �-- U z w U1 U ❑ 0 Z O Z O 3 F= W U U V LLI 00 V) LL Z O O U V ❑ W a C? W Z Z T- Q LL V- 0 ❑ W W 9- W- O Z W U, Z CC � m c < Z 0 d Z �Z W 06 8� Z §§15 V'" a.•r. Z6 F e8 - J W a Uj Q 0 j9� El 0) 04 i� J M M Z I 1 0 ao >Y a LL �W 0E°°4) U W CK °0 CL C y 3 0 0 4) C a o¢ 00 000 ML W o ZS 0 CL om. D_ o - W Z W W 0 ca w � e c� CIO w w Y H E T N 0 CC � m c < Z 0 d Z �Z W 06 8� Z §§15 V'" a.•r. Z6 F e8 - J W a Z W w F_ j9� El F=�r4J O8�1- Z Zb3ha Q O -0 ..., LL �W 0E°°4) U W CK °0 CL C y 3 0 0 4) C a W ML W o ZS � a - W Z W W 0 ca w � e c� CIO w w Y H E T N 0 a a a � W CA 0 Z W 06 CO � Z (0 o � C »-_ter- V Q O -0 LL �W 0E°°4) U W CK °0 CL C y 3 0 0 4) C .n L 3 C Q) zv) 3 Q) C o E °r° Q N C14 C W� 7&> v x: a W � c a � � W 0 0 .J LL. Z 06 CO Z Z o 0 V Q LL � U W W CL Z C CL NOTES: CONCRETE MASONRY WALL CONSTRUCTION 1.) WALLS Materials, construction and quantity control of masonry shall be in accordance a.) New construction: maximum 6' -0' high and constructed of with Uniform Building Code (UBC), Chapter 24. General conditions and " construction requirements shall be applied as specified In UBC, Section 2404 (f), concrete block (8 "x8 x16 ). Materials used should be consistent STANDARD PRE-PAINTED with those used in the construction of and architectural style of during grouted masonry work. DISABLED PARKING SIGN the principal building. (Section 3 -802 Materials) 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, WHITE BORDER ON 1/8" THICK SHEET Grade 60. Vertical reinforcement shall be placed in the center of the & SYMBOL c°, ALUMINUM b.) Existing: maximum 6' -0' high replacement materials can be masonry cell, and shall be held in position at the top and bottom. made of the some materials as long as they are made of BLUE BACKGROUND approved opaque material. 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped a, more than one horizontal in six verticals (1:6). PARKING BY 2.) FOOTINGS 8 "x16" concrete w/2- 5 continuous rebar imbedded. BLACK BORDER DISABLED / # 3. Horizontal wall reinforcement shall be standard truss type Dl1R -0 -WALL (or &LETTERS PERMIT 3.) CONCRETE SLAB equivalent) at 16' o.c.. WHITE BACKGROUND ONLY Monolithic, min, 6" thickness w /imbedded 6 "x6 "/ 10x10 welded 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight L 11 wire fabric (W.W.F.), 3000 P.S.I. conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. BLACK BORDER $255 FINE 4.) CONCRETE FILLED CELLS &LETTERS F.S. 318.14 aY With 1 - #5 vertical rebar tied to footer steel at each corner and 5. Mortar shall be type M or S, in accordance with ASTM C- 270. Place all WHITE BACKGROUND every 4' O.C. masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. z `1 5,) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size w /privacy -type slats inserted in galvanized steel mesh fabric, of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at hinge- mounted on min. 3" diameter galvanized steel post. 28 days. 2" HOT DIPPED GALVANIZED (Gates and post constructed and installed per applicable building STANDARD WEIGHT STEEL PIPE code by licensed fence contractor). 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after I 6.) DROP PIN masonry inspection - provided in accordance with ACI 531 -4.6, and before 1/2" dia. 18" long metal rod gate latch, Provide 3/4" dia. hole grouting. p:• ., rw,•�• 4- ' - Q d •` 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. 8. Prior to grouting, the grout space shall be clean, with no mortar projections A •• : ;;:w •• I Ir ;i:..': ;;:. ' sleeve, 6" long, or equal. greater the 1/Z ", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. I I I a: I I, a: •I I I 7.) SOIL 8 "X2' -6" CONCRETE MASS. Soil bearing capacity.to be at least 2,500 P.S.F. 9. During placing, grout shall be consolidated with flexible cable vibrator. First ( I I I . .a I I� ( I I FINISH TOP OF MASS LEVEL grout pour shall be stopped a minimum of 1 -- 1/2" below the top of the N WITH A SLIGHT RAISED WASH middle bond beam masonry. I ) I I� I APPROXIMATELY 1/2" ABOVE T I I I h. LEVEL OF TURF / /SOD. a • 1 1 a' a LJ a CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION 8" PUBLIC, WORKS ADMINISTRATION ENGINEERING ENGINEERING DRAWN BY DATE REDRAWN BY E.A. A.C. CHECKED BY DUMPSTER ENCLOSURE INDEX NO. GAFFE i I {-• ,( I 1 12/99 Updated Fine M.G. CHECKED BY TYPICAL HANDICAPPED D.M. NOTES 701 I\`I1 i}_r Y /- \t DESIGNED BY SIGN DETAIL REV. DATE DESCRIPTION APP, DESIGNED BY 3 OF 3 REV. DATE DESCRIPTION APP• II r' P.H. HANDICAPPED SI13NS -- ^SEE INDEX NO. 1'19 � CONC. WALK RAMP DOWN RAMP DOWN CONC. WALK SEE INDEX NO. 109 SEE INDEX NO. 109 1 14' -8" TIE BEAM WITH - - _ _ _ _ _ - 2 - #5 REBAR _ - � CONTINUOUS i - - -i I 12' TRAFFIC WHITE STRIPE E(�AC TL) BLUE V - - CLEARANCE Mi "I. SWING GATE 6" DIA. STEEL BOLLARDS I �- (TYP.) i . I CONC. FILLED (TYP) I ( + 1 I I I N 6�• I ` I E WHITE STRIPE (TYPICAL) 6" STROKE (TYPICAL) ° 10' -8' AT 4' CENTER o °W I 6' 7RQP PIN z D I (TYP.) 46" 12' GRADE GRADE 5 -0" Max CLEARANCE MIN. R I 14" O O I SWING GATE 6" ....� 8" 3000 P.S.I. CONCRETE SLAB 4' I (TYP'.) Min. I - - - - ( 8 "X 16" CONCRETE FOOTING THICKNESS, MIN 6" 2" (TYfIdAL) - I W/ 2- #5 REBAR (TYP.) W.W.F. NESS, 6 "X6 "/ 10X10 12' -0" s' -0* 12' -0" 29' -0" PLAN 0\-DROP PIN HOLE ELEVATION 44ND (GAFFE II 5TAL L DETAIL N.T.S. (TYP.) - N.T.S. N OTE: CITY OF CLEARWATER, FLORIDA All pavement markings to be thermoplastic. I CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION ENGINEERING ENGINEERING DRAWN BY DATE REDRAWN BY DATE CHECKED BY DUMPSTER ENCLOSURE INDEX No. i CHECKED BY TYPICAL DOUBLE INDEX N0. D.M. SINGLE 701 DESIGNED BY HANDICAPPED STALL 118 REV. DATE DESCRIPTION APP, DESIGNED BY 1 OF 3 REV, DATE DESCRIPTION APP, M.G. 2 OF 2 P.H. � htih Match Existing if CONC. SIDEWALK Grass Planting or Other tit` 12 5' RtReside Existing Sidewalk Non- Walking Surface �\t` \� Ih• htlQl � rte�ial St 6 o Grass Planting or Other Non - Walking Surface 4'/5' 6" 6" 6" Vertical Curb 31 �, \° \o RAMP CURB in Transition - s� °GOr �,�'�i•i�G� Exist. Type I Curb Remove Back of Curb Flow Line G,6 YP c'ssso� oL�p`� if Existing NOTEi Concrete to be 3,000 psl �� RETURNED CURB RAMPS If "x" is less than 48" then 2 -1/2' rein �+- 2' rtin the slope the flared side shall not exceed 12:1. ISOMETRIC VIEW N 1u VALLEY GUTTER CURB cu a I I CURB DROP CURB In 1n BACK OF SIDEWALK CONC. RAMP TRANSITION CURB TRANSITION Textured Surface a a :'4 a 7 -3/4' #3 Bar 7 -1/2' #3 Bar '4 12:1 MAX. Typical Typical FLOW LINE TYPE A TYPE C ELEVATION A -A SECTION B -B NOTES: CITY OF CLEARWATER, FLORIDA 1. Ramps are designed to the CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION Uniform Federal Accessibility Standards . PUBLIC WORKS ADMINISTRATION ENGINEERING to comply with the Americans with Disabilities Act. ENGINEERING REDRAWN BY DATE 2. Ramps Shall Have a Tactile Surface, Textured to a 1 4/14/96 etHc view redrawn REDRAWN BY TYPICAL SIDEWALK Piovo 7/92 Depth Not Exceeding 1/8 by use of Tamp or roller P.W.D. CHECKED BY WHEEL STOPS INDEX N0. In Conformance With Requirements of FDOT 1 1/95 Added note CHECKED BY CURB CUT RAMPS REINFORCED CCJNCRETE 117 Roadway and Traffic Design Standards, Detail 304 DESIGNED BY PHYSICALLY HANDICAPPED DESIGNED BY REV. DATE DESCRIPTION APP. REV. DATE DESCRIPTION APP. R.C.S. 1 IJF 1 Or Most Recent Modifications. C.M.H. a 00 1/2- EXPANSION JOINT FULL DEPTH BROOM FINISH 1/ D/W C. • .. 4. '. NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TiES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. TYPICAL SIDEWALK I; DETAILS \ROADWAY\SIDEWALK.DNG 01/16 /01 NTS d- as EXPANSION JOINT STRUCK JOINT 3" SLOPE :. > . •. , ♦ q 4 •` - • • . A 6" CONCRETE SIDEWALK WITH 6x6 W1.4xW1.4 . .tar ._ ••4 . STRUCK JOINT ROUND EDGE PAVEMENT SURFACE .1 *D .4 JD 0.2*D CONSTRUCTION JOINT STRUCTURE SINGLE - COMPONENT POLYURETHANE SEALANT r /4" 3/4" THICK .' •M • �4., •� ' r. •d ' •. • •• ... . 1 CLOSED CELL SEMI -RIGID PLASTIC JOINT FILLER 114' EXPANSION JOINT SINGLE - COMPONENT 1/2-� ~� 3 /4- THKTMCCANE SEALANT ! ., r''.�...: t - CLOSED CELL SEMI -RIGID PLASTIC JOINT FILLER 1/2" EXPANSION JOINT 1/4" D/4 CONTROL JOINT PAV- CONI.DWO 10/14/94 NTS ASPHALT NORMAL ASPHALT 1.5" TYPE S -1 ASPHALTIC CONCRETE © #4 - REBAR CONTINUOUS SURFACE COURSE STOP 0 EACH SIDE OF CJ'S BASE 6" LIMEROCK LBR -100 COMPACTED TO 98% OF AASHTO T -180 INTEGRAL CURB & SIDEWALK SWALK- IC.DWG 06/02/94 NTS SUB -GRADE 12" NORMAL COMPACTED SUB -GRADE LBR 40 COMPACTED TO 95% AASHTO T -180 TYPICAL PAVEMENT SECTION PAVE -4.DWG 10/14/94 NTS 6" 1' -6" SLOPE TO MATCH ROADWAY 2 "R BOTH SIDES >� • a 3 „R r r. ... p' p p a ; `•� .. '4 . 2' 8" 2" VALLEY GUTTER TYPE 78 CURB N.T.S. N.T.S. ELEVATION 2' -0" ABOVE TOP OF PIPE. CUT -OFF SHEETING IF REQUIRED. e cV .-- ELEVATION TOP OF PIPE OR HYDRAULIC STRUCTURE BEDDING AND BACKFILL WITH SELECTED MATERIALS TO BE PLACED AND COMPACTED IN 6" LIFTS UTILIZING METHODS AND EQUIPMENT APPROVED BY THE ENGINEER. PIPE BEDDING TAMPED AND COMPACTED = Z tD � u - UNDISTURB - _-- MATERIAL TSUBGRADEU(TYP) BACKFILL TO BE COMPACTED TO 100% T -99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12 ". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6 " MIN -12 "MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA NOTE: BOTTOM OF EXCAVATION FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION TRENCH.DWG 6/09/94 NTS 3/4 "R '70 :;?-, 0 0 g- rri 0 jr-u\'� ju I I I A UJ IL 3 � m o Z O W � 0 0, � Z � O Z O U V � V O in u.. Z O O V W a o � Q . Z Q ti � D ❑r r- O Ww >- cn -ozvl 0 ..�. Z �I I � >'J z� O O � w d' I < 0 00 ¢00 to o d a_ o Oz IN , ;l pD �j • m Q all �7 ,� �• v - n. �5� � � �� ED r aeo � O F � V) C W M � 000r, LLj I` C '5�N E (q C -p" � ii Cn C -0 w a�ia� o � a Maw C q4K CV t` W V J V n 4, �< W C a m =o wW p� o J � LL J � z cn OJ V H W Q � J J W Z W a Y H E T N O UJ IL 3 � m o Z O W � 0 0, � Z � O Z O U V � V O in u.. Z O O V W a o � Q . Z Q ti � D ❑r r- O Ww >- cn -ozvl 0 ..�. Z �I I � >'J z� O O � w d' I < 0 00 ¢00 to o d a_ o Oz IN , ;l pD �j • m Q all �7 ,� �• v - n. �5� � � �� ED r aeo � O F � V) C W M � 000r, LLj I` C '5�N E (q C -p" � ii Cn C -0 w a�ia� o � a Maw C q4K CV t` W V J V n 4, �< W C a m =o wW p� o J � LL J � z cn OJ V H W Q � J J W Z W a Y H E T N O H E T N O Bell On Outlet Section (Outlet Section Shown) 8 Cylindrical ' (For Straight Flare IIF r A Optional Shape D a e VT PLAN 24 For 30" To 72' Pipe le For 15" To 24" Plpe Pipe (Concrete +A J Toe Wall LE OPTIONAL SHAPE 0 0 'be Wah 2 *4 Bars StG llUN AA Min. FLARED END SECTION F-- C Flared End STRAIGHT FLARE SECTION 88 Any W l r e Mesh Arra ng em e nt Which P r o vides 0.125 Square Inches Of Steel Area Per Linear Foot Both Ways May Be Usedi Provided The Wires Are Spaced A Minimum Of a And /Or A Maximum Of 6" On Centers. SECTION CC Lc END VIEW REINFORCED CONCRETE JACKET DETAIL Concrete P, ,, I�' R 100 Wall NOTES See FDOT index 270 for design and general notes. FLARED END SECTION F.D,O.T, INDEX 270 N e,i _..-L- nlUg acrrcr riw�i CLEANOUT DETAIL_ N,T,S, Approved barrel ,Joint seals are 'O-Rings' and 'Ram- Necks'. Two continuous rings at all joints. Plug (See Note) DIA. T I F REINF. 50 JN/LF EcLL SFOT A B C D E P RI R 2 FLAT WEIGHT lL8S.1 %1 TOE WALL CLASS I CON (Mist.) Cy le 2' 0.07 I 4 2' -0" 4' -0 6' 0 2' -0" 19 /0 g 3 530 12" .06 15" 2 0.07 a 6" 2' -3" 3' -10" 6' -1 2' -6" 24 12 li 3 740 le .07 18' 2 0.07 1 21' 9' 2' -3' 3' -f0" 6' -I" 3' -0" 29' 154- 12' 4" 990 15" IJ 2l" 2 0.07 2 91 2'-ll' 3' -2" 6' -P 3' 6" 3/ 164' 13" 4" 1280 f5" .12 24' 3" 0.07 2 - -1 3' -T 2' -6' 6'- / 4' -0" 33 16f' 14" 4 1520 le .17 27' 3 0.148 2 /0 4' -0' 2'- I 6' -1 4' -6' 36" 18 -141- 4 1930 fB" 19 30` 3 0.148 3' l'-0" 4' 6' I'- 7 6'- I 5` 0" 37" 18 /5" 5" 090 2I" .24 36' 4 0.148 I' -3" 5' -3' 2'- !0 B - I 6'-0' 47 24 20' 5 4100 2P .29 42" 4 0.148 I'-9' S' -3" 2' - /l" 8' -2" 6' 6' 53 27 22" 5 5380 24' .36 48" 5' 0.148 li' 2'-0' 6'-0" 2'-e 8' -2" 7' -0" 56 28 22" 5 6550 24" .39 54" 5 0.174 2' -3" 5' -5' 2' -1P 8' -4' 7' -6" 65 33 24" 6 8040 2-r 42 60" 6' 0.114 5' 2' 6" 5'-0' 3'-3" 81-Y 8'_O" 72 36 24 6 8750 24' 44 66' 6 0.174 5 2' -0" 6' 6' I' -9 8' -3" 8'-6' 72" 36 24" 7-' 10630 24" 47 72" r 0.174 a 2' -0" 0 -6" 1'-9' 8' -3" 9' -d 77 38 24 7 12520 24" 50 ISpigot On Inlet Section 9 5/8" -I 10 5/8" 9 7/8' M EXISTING ASPHALT NEW ASPHALT SAW CUT 12" ASPHALT \. aASE EXISTING BASE NEW BASE PAVEMENT CONNECTION PAV- CONN.DWG 06/02/94 NTS N s.. RING - HALE PLAN 4 Required Required TOP OF BANK - - EXISTING WEIR CREST ELEV. =44.50 F_ T_ - - ,� WEIR SLOT I EXIST. 15" RCP ELEV. =43.17 1 _INV.= _40.90 1 *REMOVE EXISTING UNDERDRAIN FROM POND BOTTOM L - --- ---- - •- •-•T - 1----- PROVIDE TEMPORARY FILTER CLOTH - - - TO PROTECT TOP OF FILTER MEDIA DURING CONSTRUCTION. 2.39' EXISTING STORMWATER TOE OF SOD CONTROL STRUCTURE SLOPE EXISTING WEIR ■ ........ AGGREGATE ?.. 00000 o ° IE. 41.00 Z ::. o 0 :::: °a °o ::::; ::.:.:.::....... 0 0 °o °n° FILTER CLOTH, 1 qk �..........:::::::::: ::_::.:FILTER °000 °oo°on°o� FILTER X, ORPpE : :::::::::::..... 7 ......................... ° °° MIRAFI 140 °.° ::: MEDIA ::::' ::::::::::::::.::. '..................... ° ° ° OR EQUAL O v 0 ................................. ............................... ° °° ° o :. ° o v< 0 0 ° °° . ° ° 0 1 OVERLAP AP 0 o R.0 J MP�CN IMPERMEABLE 6" PVC UNDERDRAIN i" PLASTIC LINER W a 30 MIL MIN SDR 35 WITH PERFORATIONS AS PER AASHTO M -189 UNDERDRAIN DETAIL 1, 1 , I ., . •d : �•� • NTS Q Pick Hole �D APR Wq � V ❑ ❑ ❑ ]V3ANITARY� �❑ ❑ ❑ ❑ ❑ ❑ ] 3 E W E R❑ Non Skid ❑ ❑ ❑ ❑ ❑ Pattern Required ❑� L p❑ S❑L_ID COVER macnmea curt ac I a � aI M Ul ., 22 -3/4" o 13 1/2' E3 CLEANOUT PLUG DETAIL RING - SECTI ❑N Machined Surface N.T.S, Minimum Weight 7� 232 lbs, SOLID COVER SECTION N❑TEt Cleanout plug to be 9 278 lbs, Minimum Weight 128 lbs. U,S, Foundry 7621 g or equal. NOTES CITY OF CLEARWATER, FLORIDA 1. Where roadway base is 8' or thicker use 9' rin 3, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT all other cases 7" ring is permissible, ENGINEERING DEPARTMENT REDRAWN BY STANDARD DATE 2. Manufacturers model of storm ring and cover t REpRAWN BY DATE A 11/07/95 Novo 8/91 INDEX NO, be approved b City t Engineer, I 9/25/96 Meted Sheets 2& W.J.S. CHECKED BY INDEX N0. CHECKED BY CLEAN OUT 304 PP Y Y w,J.s, SANITARY SEWER 301 (Sanitary) DESIGNED BY MANHOLE COVER REV, DATE DESCRIPTION ppp, APPROVED BY j OF 1 REV, DATE BESCRIPTION APP• DESIGNED 1 OF 2 T.C.J. See Index No, 301 See Index No, 301 4 layers of brick 4 layers of brick Concentric cone (Flat cover Approved barrel joint seals Concentric cone (Flat cover on shallow manholes 0' to are 'D-Rings' and 'Ram- Necks', ` on shallow manholes 0' to 4' depth) Two continuous rings at all 4' depth) joints, Steel reinforcement 5' min, wall thickness type II acid resistant I 4 Min. cement 4000 p,s,i, I 4 Min. 2 " /ft min Grout fill opening with I non - shrink mortar I trout flow channel P,V,C, pipe requires manhole f--t adapter coupling. by Flo NOTES Control, Inc., or approved NOTES water stop coupling, 1. Precast manhole drop may be approved by City 1, Precast manhole drop may be approved by City Engineer. Shop drawing submittal required, Engineer, Shop drawing submittal required, 2. Drop required when 2' or over. CITY OF CLEARWATER, FLORIDA 2, Drop required when 2' or over. 3. Manholes shall have an interior and exterior coating ENGINEERING DEPARTMENT 3, Manholes shall have an interior and exterior coating of at least 15 rolls dry hickness PR❑CCl EP -214 -351 RE RAWN BY DATE Y �O„o PRECAST 9/91 of at least 15 mils dry thickness PR❑CO EP- 214 -351 Epoxi- Mastic as manufactured by cHecKeD BY SANITARY MANHOLE INDEX NO Epoxi- Mastic as manufactured by Protective CQStings InC, REV, DATE DESCRIPTION ppp, ESIGNED BY DETAIL 302 Protective Castings Inc. 2OF3 - Steel reinforcement I 5' min, wall thickness type II acid resistant cement 4000 p.s,i, d _"�Grout fill opening with non - shrink mortar 2' joint in i e entry (Typical) P P P,V,C. pipe requires manhole adapter coupling by Flo Control, Inc,, or approved water stop coupling. REV. DATE DESCRIPTION J APP. r ENGINEERING REDRAWN BY CHECKED BY SAN. DESIGNED BY M$ DEPARTMENT DATE �l�sE INDEX NO. LO d- SKIMMER TOP ELEV.= 44,90± (MATCH TOP OF EXIST. CONTROL STRUCTURE - FIELD VERIF0 12" SKIMMER BOTTOM MIN. ELEV• =42.67 EXIST. POND BOTTOM 1 REGRADE POND BOTTOM TO ELEV. 42.00 �-�- -_ _ - -- -- - EV, BOLTED OR OTHER 6" PVC UNDERDRAIN IE. 41.00 EACH d 4' CONC, SLAB 1.32' 1 SLOT ELEV. =42.19 SECTION A -A NOT TO SCALE MODIFY EXISTING CONTROL STRUCTURE 0 00 oC14 02 II Z W J W 3' -4" �.: Y' • :a � d '1 .4 1 2 1 /4" 2' -0►' 2 1/411 :d' • ' PLAN 3' -0" 3 3/4" FRAME 1 3 3/4" " r •4' � In 'd •', 2' -0" a ; to.d SECTION SKIMMER & SLAB DETAIL NOT TO SCALE 2' -3 5/8" STEEL GRATE H -20 LOADING ALTERNATE _ CAST IRON GRATE H -20 LOADING r i I N BOLTED OR OTHER CONNEC11ON EACH 3 p� 1 SIDE OF SKIMMER J i''' w ORPpE � w O z c=n A � O v � 0 W R.0 J MP�CN W i" Z W a i 4:1 Z 0 W 1, 1 , I ., . •d : �•� • .... Q m W _ W EXIST. 15" RCP A Ia4 °I I � ' ¢ fY (n :3 A U .. - - -1 Z EN LARGE EXISTING d� °-" :� ` `�ti.• ' •d' X W U LL. WEIR �j *4:: •• a'.:(f1:'• ::; o p 2 __I d.4. ,d ,W U :.. •��•'�4•• •. .� �• � G7 U. O Z 0 Z U U d 77 7 Tr 0.� W a Mq �- o r I cRga Q Z � E Q 0 U_ I I 10 GA ALUM. ❑ SKIMMER OPEN TOP & BOTTOM O Z 20 L.F. OF 6" PVC UNDERDRAIN I I 4' CONC. SLAB 0 ff �o 1 }J zm rn o0 �0 I O DI I 1 m� u W .-- U) 0 0° o- a i I I a' ZW \ p O r M °W Cl N t� mQ II u � 0 3' -4" �.: Y' • :a � d '1 .4 1 2 1 /4" 2' -0►' 2 1/411 :d' • ' PLAN 3' -0" 3 3/4" FRAME 1 3 3/4" " r •4' � In 'd •', 2' -0" a ; to.d SECTION SKIMMER & SLAB DETAIL NOT TO SCALE 2' -3 5/8" STEEL GRATE H -20 LOADING ALTERNATE _ CAST IRON GRATE H -20 LOADING r i I N Lvvvvvvvvm VVVVVVVV' z 0 CD 0 _ M f ®0 ' C= lwft- NOTES: MM ;UZ FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2' -0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3' -1" WALL IS 24" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. S E FDOT INLET TYPE "C" T FOOT -C.DWG 6/09/94 NTS $ ~ °a� N 0 m zo 3 M 3 p� o J i''' w J � w O z c=n � O v � 0 W R.0 J W i" Z W a i Z 0 W W � U W Z °-" Z F 3 '4 re ZD V) LLJ U D � U. O Z 0 U U 0.� W a o �iJ Q Z Q 0 U_ ❑ �- O Z WW >- v> -oz(n 0 Z �� 0 ff }J zm rn o0 W. It a I O 00 W .-- U) 0 0° o- a a o \ p O r M Cl N t� mQ 0 qi 2 R rp ih �i a �Z , z 8 � W w CL � aezFS 'rL 0 N � A6 0 L, Z...b �>: roc.' 0.,8�, ~O W r - �a y Off "C 4W � W oMF, W 'W_'M� o U) v 0 0 ce. (4 C ii'ozrn ;W LL. a) f Vj 3 o v r" '.00 3 Z � LU Z o E P N O_ N C 4j Lu V � J J O 4■ Co Lvvvvvvvvm VVVVVVVV' z 0 CD 0 _ M f ®0 ' C= lwft- NOTES: MM ;UZ FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. MAXIMUM PIPE SIZE FOR 2' -0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3' -1" WALL IS 24" CONCRETE PIPE. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C -478. S E FDOT INLET TYPE "C" T FOOT -C.DWG 6/09/94 NTS $ ~ °a� N 0 m zo w� p� o J i''' w J � w � z c=n � O v � W R.0 J W i" Z W a i 10 L� P V PIPE RESTRAINT THE FOLL ❑WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS, 1, BEND - INLEET AND OUTLET 2, TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4, CAPS 5. PLUGS 6. DEAD ENDS 7, HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS L Megalug Restrainer (Typ,) Ebba 1500 Series CTyp ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE, 8' PVC MAXIMUM SIZE USED IN SYSTEM NOM. PIPE SIZE ELBOWS (deg,) VALVE TEES BRANCH DEAD END 11.25 122.50 18' 45 90 4 2 4 9 21 213 46 6 3 6 12 29 47 65 8 4 8 16 38 66 85 NOTE, THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IR ❑N MEGALUG RESTRAINERS, THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. REV. i DATE I DESCRIPTION FDOT Type S -3 Asph, Conc, patch to be 2' min. thickness or match existing for thickness in excess Patch / Resurface full width of street on T +2' (8' Min, Replace Base Longitudinal Compacted ns a a ons 1. Replacement base material a Undisturbed Exist shall be Base CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN D Y 9/02/9' CHECKED BY THRUST INDEX NO. DESIGNED BY RESTRAINING APP. 1 OF 2 If this point Is within 4' of an 4' Min, existing Monolithic Slab joint, then 31000 psi the Joint, Fiber Mesh oncre e I Existing Concrete approved by the En sneer 12' W Trench 12 61 W 18' Trench 18' per City Article 22 6, Width Varies �C Min. Width Varies Min, Compacted Backfill � Undisturbed Trench e Compacted Backfill y >j�i� ndlsturbed Trench Side T= Thickness of original Base ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION When Valve ❑cc set Base on 10 T =6' until W exceeds 6', then T =8' CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REW. o BY STREET AND DRIVEWAY DATE 1 4/4/2002 Rev. Notes; DLB CHECKED BY REPLACEMENT FOR INDEX N0. Remove Sheet 2 of 2 G,LB, CONCRETE & ASPHALTIC 104 REV. DATE DESCRIPTION APP. DESIGNED BY C.M.H. CONCRETE SURFACES 1 of 1 TYPICAL VALVE SCTTING Mech, Joint Valy� n,t,s, .3 0 a > o U 1 0 CU s n- a, Water Main Restraining Joint CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY TYPICAL VALVE 01/15/9 CHECKED BY SETTING INDEX NO, DESIGNED BY CROSS-SECTION 1 4 ❑OF 4 REV. DATE DESCRIPTION APP, TYPICAL EIRE HYDRANT SETTING ONLY APPROVED Varies Valve Connecting Piece w /integrally I Restraining Joint (Typ,) cast Mech, Joint Gland on one End -DJ, Rotatable Mech, Joint Gland on Other End, NOTES, 1, All Fire Hydrants to have 5 1/4' Valve Seat, 2, See Index # 407 for Jack & Bore Details, Kennedy Guardian No, K -81A Muller Centurian No, A -42: U.S, Pipe Metropolitan Valve Box Tapping Sleeve & Valve By City, Fee by Owner or Contractor Exist, Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY TYPICAL HYDRANT DATE B.V,D, 05/19/9 CHECKED BY SETTING INDEX N0. DESIGNED BY APPING SLEEVE & VALVE 402 REV. DATE DESCRIPTION APP. BY CITY 4 OF' 4 TYPICAL HYDRANT SETTING Connecting Piece w /integrally cast Mech, Joint Gland on one End -D,I, Rotatable Mech, Joint Gland on Other End, Valve and Hydrant Tee w /D,I, Rotatable Mech. Join - Gtand on Plain End Branch, NOTES, 1, On Hydrants Requiring Runout Last Two Joints Must Be Restrained Per Detail 403 (2 of 2), - Fire Hydrant Assembly (Typ.) Length Varies (See Note 1) -- Mech. Joint Valve REV. I DATE I DESCRIPTION I APP. Water Main CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION _ ENGINEERING Y TYPICAL HYDRANT obis /9 BY SETTING INDEX NO. PLAN VIEW IgY 3 OF 4 I apped Plug END C❑NNECTI ❑N IFF P 2" Ball Vc Hose Bibb — 3/4" Galva 2" Galy 2" Corpor Tapping Sa TOP C❑NNECTI ❑N CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY TEMP BL❑WOFF DATE B.V,D, 06/24/91 CHECKED BY AND INDEX NO. ' REV. I DATE I DESCRIPTION APP. 'ut G C t$T 2 ❑F 2 SERVICE C❑NNECTI ❑N DETAIL NOTES. 1, WATER MAINS TO BE ON NORTH or EAST SIDE OF R, ❑.W., APPROX. 4 FT, BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET N❑, 3). Ti -,ESE SERVICES T❑ BE CONSISTENT WITHIN THE SUBDIVISION, DRIVEWAYS SHALL NOT BE BUILT OVER METERS, 3, ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S,I,) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINATION, THE PRES"URE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, 4, TEN FT, SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES, 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS, SADDLE IS REQUIRED FOR 2" SERVICE CONNECTI ❑NS TO 6' and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/2' and LARGEST TO ANY MAIN IS 2', 6, MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ", Threaded Corporation Stop Curb Stop MUELLER H15008 MUELLER H14350 with Lock Wing an or approved equal Compression Inlet or approved equal (Tap at 45" Angle) Saddle if Required See Note 5 .. Water Service Tubing Driscopipe 5100 or Endot /Yardley Saddle shall have double ,x, Blue Jet, SDR 9, 3408 Polyethylene stainless steel straps with epoxy coated ductile iron body, CITY OF CLEARWATER, FLORIDA Water Main PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE CKF A WATER MAIN SERVICE 01/15/92 REV. 1 12/22/94 U9INGATYPE ERVICE GCH CHECKED BY INDEX N0. DESIGNED sY C❑NNECTI ❑N DETAIL 401 REV. DALE DESCRIPTION APP. I OF 3 h WW CD CD w C 3MNE W o Vj C v .o x 0) Cr LL. -o C L- 0.5 w Q'n �, 3 Q C) Z 0, Uj % c g E L Maw `Z Q N N W� � Uj cj c `I Ci a 0 a. O OL1 �C M 3 _o W 0 0 p� O J J L � W J w DC z 0 J z W o w O ca ❑ -� Uj o 0 ' z 001V M 0z o n (7) -9-- >M W Z 00 W a z 0 �'a m o rM ,a Z 3 � U i~ U V) v 0 z LL o z O r U V ❑ Uj a Q z a ° ¢ o LL- El .- o z WW > -0 -ozW z t0 W V- C.D i 6� w �N mJ a� :2 q OI rn 00 .— W a � -Q 00 w In 0 o O_. Et_ 0 M >- m Q � 2 1z 7 OLD a. RE X El Z.—'Z r t j ��C6 288 Y s a W0 �r O <a, Z. 0 W a CS V) h WW CD CD w C 3MNE W o Vj C v .o x 0) Cr LL. -o C L- 0.5 w Q'n �, 3 Q C) Z 0, Uj % c g E L Maw `Z Q N N W� � Uj cj c `I Ci a 0 a. O 0MG L E E T N 0 I= �o Z, OL1 �C a _o W p� O J J L � W J w DC z cry J o ca W -� Uj o 0 ' z 001V M -� n (7) -9-- >M W Z 00 W a �'a m o rM ,a Z 0MG L E E T N 0 I= �o Z, N V Y 0 �r- �t- 00 Q �1- a CD (U w In U-) cc / J Q I— w fy w w V 110 lf� co X _ to r-mtq FY ; .E. CONTRACTOR JSSMAN TYPE HEB _RS WITH FNM /FNQ gAIRE SEPARATELY, TION OR (EVER IS GREATER. z 24" MIN, LL 1 19 3/4" PVC MIN, (SEE SITE PLAN FOR SIZES) #4 BARE CU GND, WIRE LENGTH AS REQUIRED TO 3/4 " X 10' GND. ROD (DRIVEN) ACHIEVE WIND LOAD IN BACK FILL HOLE WITH H NOTE D. (MINIMUM 6'-0") CONCRETE PARKING LOT CONCRETE POLE DETAIL SCALE: NONE NOTE: EXTERIOR LIGHT POLES A. AT EACH POLE LOCATION, THE CONTRACTOR SHALL PROVIDE A 3/4" X 10' COPPER CLAD GROUND ROD CONNECTED BY A #4 BARE COPPER CONDUCTOR CAST INTO THE CONCRETE POLE. EQUIPMENT GROUNDING CONDUCTORS SHALL ALSO BE BONDED TO THE GROUND ROD. B. ALL POLES ARE TO BE PROVIDED WITH HAND HOLES (MINIMUM 4" X 6 "), C. PROVIDE ALL HARDWARE NECESSARY TO COMPLETE THE INTENDED INSTALLATION. D. CONTRACTOR WILL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY CONFORMANCE OF EACH ENTIRE POLE AND FIXTURE ASSEMBLY TO THE FOLLOWING STANDARD. A. 130 MPH IN ACCORDANCE WITH CALCULATIONS DICTATED IN THE FLORIDA BUILDING CODE, 1606 -1,1 AND ASCE 7 -98. E. CONCRETE POLES TOTAL LENGTH SHALL BE IN ACCORDANCE WITH DETAILS AND FIXTURE SCHEDULE AND BE CONSTRUCTED OF 4,000 PSI REINFORCED CONCRETE, F. ALL WIRING ASSOCIATED WITH THE PARKING LOT LIGHTING WILL BE TYPE XLP— USE -RHW2 COPPER CONDUCTORS, LISTED FOR DIRECT BURIAL. G. A HANDHOLE SHALL BE INSTALLED AT EVERY POLE LOCATION WHETHER OR NOT INDICATED ON THE DRAWINGS, THE HANDHOLE SHALL BE SIZED TO CONTAIN ALL FUSE HOLDERS, CONNECTOR KITS AND GROUND ROD. FIXTURE SCHEDULE SYM.1 LAMPS I MTG. S1 I (1) GLA -1000 MH -3 IARM MOUNT CONCRETE POLE REMARKS 1000W MH SHOEBOX SITE LIGHT, TYPICAL PYLON SIGN SERVICE SCALE: NONE PYLON SIGN SERVICE NOTES Q 1. SIGN COLUMN. EQUIPMENT IS TO BE MOUNTED TO INSIDE WALL TO OBSTRUCT VIEW FROM STREET. 2. PROVIDE UNDERGROUND FEEDER TO HOUSE PANEL AS INDICATED ON SITE PLAN. 3. PYLON SIGN PANEL. 60 AMP MLO, 12 POLE, NEMA 3R, 120/208 VOLT, 3 PHASE, 4 WIRE WITH GROUND BUS. FURNISH PROVISIONS FOR LOCKING. BRANCH BREAKERS ARE 4 -20 AMP, 1 POLE (3 FOR SIGN AND ONE FOR RECEPTACLE). 4. W.P. DUPLEX RECEPTACLE, 5. 4 #12 & 1 #12 EG IN 1/2" C. MAKE CONNECTION TO SIGN WIRING, 6. W.P. JUNCTION BOX, GENERAL NOTE: CONTRACTOR IS TO VERIFY EXACT SIGN REQUIREMENTS PRIOR TO PURCHASE OF BRANCH BREAKERS OR INSTALLATION OF ANY WIRING, NOTIFY ARCHITECT /ENGINEER BEFORE PROCEEDING IF SIGN REQUIREMENTS VARY FROM THOSE INDICATED, sY sa f F 3 Is�s:�s�a a E `7 x MI HP -2,4,6 5#8' 1 "C 07 G; Ii i t x.. Sl _ P j� 5 #8 1 J __ _... 1#8.. , 1#8 E.G. 7 g I 3/4 "C / I - 1 Sl I , I y II I 1 I� I , I I I , Ir I I � 1 I i I I �t t / I I tj ' I I I I as ...._.._ _ I tx3 �M1 i ! I. � ;V I yy I 11 { t.: t N I I t% I'll I ( l t� ti n " I Fa.I I i j E:� 1 illill :. I 1 iilijs�' �� � I ' I I •,� i _.11._ -. -- / it I I 3, 4' s ll I }_f II I _...�...._ ! I iJill I AIII I r I I /TY A 4 II II 1�5..... I I ! Ii i 1 Su " I I � .1 cp v. ° "O D SCALE: 1 "=20'—O " ' VOTES Q 1. PROPOSED LOCATION FOR UTILITY COMPANY PAD — MOUNTED TRANSFORMER FOR RETAIL CENTER. ELECTRICAL CONTRACTOR SHALL PROVIDE ADD /ALTERNATE PRICE FOR INSTALLING FP &L— FURNISHED CONDUITS. CONTRACTOR SHALL OBTAIN PRIMARY CONDUIT PLAN FROM UTILITY COMPANY PRIOR TO BID. COORDINATE EXACT REQUIREMENTS WITH UTILITY COMPANY, 2. TELEPHONE TERMINAL CABINET, COORDINATE WITH TELEPHONE COMPANY. REFER TO DETAIL ON SHEET E200. 3. (2) 4" CONDUIT WITH PULLWIRE FOR TELEPHONE COMPANY CABLES. COORDINATE WITH TELEPHONE COMPANY. 4. PYLON SIGN; REFER TO TYPICAL PYLON SIGN SERVICE DETAIL ON THIS SHEET, PROVIDE 1 -1/4" CONDUIT FOR SIGNS. CONTRACTOR SHALL COORDINATE WITH ARCHITECT, OWNER, AND CIVIL DRAWINGS, EMA ®Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33805 Tel: 813 -241 -2525 Fax: 813 -241 -2424 © 2004 ALL RIGHTS RESERVED ARCHITECTURE PLANNING INTERIOR DESIGN jr N w J z D 4 J 0 z ..::' Lyman >_j :A Davidson Dooley, Inc. �..... 5201 W Kennedy Blvd. i Suite 501 \ .., .. Tampa, FL 33609 1 813.288.9299 t 0 813.288.8046 f dIddi- architects.com 0 3 ATLANTA rn NASHVILLE a TAMPA >� FT. COLLINS C_� E.._J l_w. V , , I� f ° "O D SCALE: 1 "=20'—O " ' VOTES Q 1. PROPOSED LOCATION FOR UTILITY COMPANY PAD — MOUNTED TRANSFORMER FOR RETAIL CENTER. ELECTRICAL CONTRACTOR SHALL PROVIDE ADD /ALTERNATE PRICE FOR INSTALLING FP &L— FURNISHED CONDUITS. CONTRACTOR SHALL OBTAIN PRIMARY CONDUIT PLAN FROM UTILITY COMPANY PRIOR TO BID. COORDINATE EXACT REQUIREMENTS WITH UTILITY COMPANY, 2. TELEPHONE TERMINAL CABINET, COORDINATE WITH TELEPHONE COMPANY. REFER TO DETAIL ON SHEET E200. 3. (2) 4" CONDUIT WITH PULLWIRE FOR TELEPHONE COMPANY CABLES. COORDINATE WITH TELEPHONE COMPANY. 4. PYLON SIGN; REFER TO TYPICAL PYLON SIGN SERVICE DETAIL ON THIS SHEET, PROVIDE 1 -1/4" CONDUIT FOR SIGNS. CONTRACTOR SHALL COORDINATE WITH ARCHITECT, OWNER, AND CIVIL DRAWINGS, EMA ®Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33805 Tel: 813 -241 -2525 Fax: 813 -241 -2424 © 2004 ALL RIGHTS RESERVED ARCHITECTURE PLANNING INTERIOR DESIGN jr N w J z D 4 J 0 z a w X w M 0 H 0 z z w w z 0 z w 0 z 7 W z 0 U V of Q Uj o U_ ®r Q r Q J >— U W �e KEY WEST RETAILS GULF -TO -BAY BOULEVARD CLEARWATER, FL BOUDLER VENTURE 2226 SR 580 CLEARWATER, FL ELECTRICAL SITE PLAN 85156ES1.dwg 85156 SE/WR SW S1 11/11/04 ..::' Lyman >_j :A Davidson Dooley, Inc. �..... 5201 W Kennedy Blvd. i Suite 501 \ .., .. Tampa, FL 33609 1 813.288.9299 t 0 813.288.8046 f dIddi- architects.com 0 3 ATLANTA rn NASHVILLE a TAMPA >� FT. COLLINS Z a ' I� a w X w M 0 H 0 z z w w z 0 z w 0 z 7 W z 0 U V of Q Uj o U_ ®r Q r Q J >— U W �e KEY WEST RETAILS GULF -TO -BAY BOULEVARD CLEARWATER, FL BOUDLER VENTURE 2226 SR 580 CLEARWATER, FL ELECTRICAL SITE PLAN 85156ES1.dwg 85156 SE/WR SW S1 11/11/04 it II Ii iI II II L.P. I%dtuo ft 111%166we pot RM OPM9 GPM Tr e�atc II II 'M 00Z CD 0 II II 21F 20, li II 4-50 300 Ii 15F 14' II 330 300 li 12F 111 II 2.40 300 II 10F II II 1.44 1c II 10' FLORIDA POWER EASEMENT II [O.R. II BOOK 5922, PAGE 526] II 0.82 IV* 210OArc Z UWLJ II Y lr7TQ 1' 4 Ill 2Aa 30, II 111 II g IDO 300 IeO'Arc AIIIIIIII 21H 20' 35 II 300 II g II 14' 25 1.65 30• II III ii 120 30' 10H LA Air 25 012 150 10' FLORIDA'kW [O.R. 130 /e5922, G IB" MAIN (SHOWN 1 =0R cl_� ITY ONLY) Il IL TL P.P. TL Ohl TL BACKFLOW PREVENTOR TO BE PROVIDED BY OTHERS NEW 1 1/2" METER TO BE PROVIDED BY OTHERS, VERIFY POINT OF CONNECTION LOCATION IN THE FIELD II a a ill . . . ....... .. ... . . . ............ . ....... .. . ONCRET E NONEXCLUSIVE EASEMENT FOR INGRESS/E[GRESS, PARKIN DESTRIAN AND PASSENGER VEHICULAR TRKFFIC II 3 1.5" it Ii ------------------- il-B711 MAIN LINE (SHOWN �OP, CLARITY ONLY I /16RrN (, 2-A 111.5" 18 1 Z1080 r------------------- it ................. H8= Muk" Ere I111'rm y EXISTING SORMWTER TA Fi-OND- - — — — — — — — — — — — — — — — — — L ROX BACKFLOW C-V-0P 6F-8AANK PREVENTER APP OXIM P.P. Le* WN *0 am Do ow 000 ewww�qef 1— n. VEWL GL 0. V, L GL O GL L ,GL -,Wm = X 1 SIDEWALK EASEMENT San —N — — — — — — — — — — — — — — — —son — — — — — \\— TING 8" APPROXIMATE LOCATION OF — — — — — — — — — — — — — — — EXIS EXISTING Z;11 SANITARY SEWER EXISTING 4" GAS MAIN SANITARY MANHOLE LE, N)=38,32 G U L F T 0 B A Y B O U L E V A R D S T A T E R 0 A D 6 0 120' R/W 0' 20' 40' OL I SCALE: 1 20' 2 II I LL • it iRRIGATION LEGEND fw%-Iqw%- - Nozas "I w R myow-b 61y SOLO MM 10 10 S SEE DETAIL 0Q e)o RAIN5lF4:) IeOO Series Rotor 12 25 12 11 IS RAIN51RD 1512-90 SPRAY POP-UP 10 25 10 S SEE DETAIL 12 12 11 5, Series MpR Stream 5ubbler Nozzle 51 SEE DETAIL RAINIBIRD on 1800 Series Spray Pop Up 51-1-15 20 1.00 CIL R4IN51RD 5 Series MP R, Stream 5ubbler Nozzle 5Q-5 20 02`0 51 SEE DETAIL on IWO Series Spray Pop Up RAIN5lR4:> 5 Series MPIR Stream Bubbler Nozzle 5CST-5 20 SEE DETAIL on Iwo Series Spray Pop Up ESP-12LX CONTROLLER TO BE LOCATED INSIDE EcKERPS MAINTENANCE SEE DETAIL RAIN51RD ROOM, WITH MINI-CLICK 11 RAIN SENSOR- 1120 VOLTS to AMP i3f;T-_AKEP,) SEE DETAIL WATTS IR REDUCED PRESSURE L TYPE BACKFLOW DEVICE. 1 RAIN51RD f=l=-5 SERIES ELECTRIC REMr!;)TF- VALVE, SEE DETAIL SIZE PER PLAN. LINE SIZE 5RASS GATE VALVE, SEE SPECS, SEE DETAIL APPROVED SIZE PER PLAN. ................ APPROVED CLASS SCH 40 PVC MAINLINE SIZE AS NOTED ON PLANS. SEE DETAIL APPROVED SCH 40 PVC LATERAL LINE AS SHOWN UNTIL A SMALLER SIZE SEE DETAIL 15 SHOWN. USE 1/2" 101FE ON ALL HEAPS WITH A TOTAL OF 4 GPM. SCH 40 PVC SLEEVE -MIN. TWICE THE INNER PIPE DIA. CONTROL WIRE SEE DETAIL APPROVED SHALL 13E SLEEVED SEPARATELY INSTALL (2) SPA WIRES PLUS A GROUND FROM IRRIGATION SEE DETAIL APPROVED CONTROLLER To THIS POINT. APPROVED WATER METER BY OWNER SEE DETAIL Qjj__ RAIN51Rl7 NOZZLE CHART Spraq pattem Nv=10 I%dtuo ft 111%166we pot RM OPM9 GPM Tr e�atc 360*Arc M 00Z CD 0 0 0 21F 20, 35 4-50 300 0 15F 14' 2 rp 330 300 M M 12F 111 25 2.40 300 Lu 10F rp 1.44 150 OF 25 rp 0.82 IV* 210OArc Z UWLJ Y lr7TQ 1' 4 25 2Aa 30, 12TQ 111 25 IDO 300 IeO'Arc AIIIIIIII 21H 20' 35 225 300 15H 14' 25 1.65 30• 12H III 25 120 30' 10H 25 012 150 &H 25 0.41 too 135'Arc Y4 15T 14' 25 1.10 300 12T 111 25 0.00 30, IOT 25 0B3 150 8T 25 0.21 to* soeArc 15Q 14' 25 0.82 300 12Q 111 25 0/00 30* IoQ c .31 25 031& 50 10' SQ 1 25 021 Ur-'� R, i ("'% I N A L J 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-•770 M ca 0 0 uj Z 0 P Z n- 0 P w C-) 0 =) V) f5 o V) Z 0 0 F] j Z u- 0 1 Z ww>_w_0Zw 0 Z V_ Ld X 0 < M 0 0 Z M MC) < 00 W r- (3 0 00 00 0 04 Z M Z �f" 6 0 ci Z dim n _29� V 13 Ed Z P [L _w opg El — M Z Z ::� 1 0 IL > 1E 93 0 V) EL a 85: v = V) q) c 1%z 04 CD CD F4 Q> i� tt LIJ q) 3 64 E -10, ou 0 c a'- U- w 0 ro -0 Lo Z W c) E r'_ r") 0 r, q) qw N Q > 11-Z th q) LIJ q) .j 14 0 Xkk 0 =1 -;;o M 00Z CD 0 0 0 0 M r- 0 M rri > ..j U. 4 M g Z Z' 0 M M 0 Ur-'� R, i ("'% I N A L J 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-•770 M ca 0 0 uj Z 0 P Z n- 0 P w C-) 0 =) V) f5 o V) Z 0 0 F] j Z u- 0 1 Z ww>_w_0Zw 0 Z V_ Ld X 0 < M 0 0 Z M MC) < 00 W r- (3 0 00 00 0 04 Z M Z �f" 6 0 ci Z dim n _29� V 13 Ed Z P [L _w opg El — M Z Z ::� 1 0 IL > 1E 93 0 V) EL a 85: v = V) q) c 1%z 04 CD CD F4 Q> i� tt LIJ q) 3 64 E -10, ou 0 c a'- U- w 0 ro -0 Lo Z W c) E r'_ r") 0 r, q) qw N Q > 11-Z th q) LIJ q) .j 14 0 Xkk S H E E T I RR1 N 0 =o uj GC 0 Z ..j U. CL GC Z Z' 0 C� 0 J�m 0 0 Lu co ui >= Z UWLJ Y S H E E T I RR1 N 0 � 3 0 U W PLASTIC VALVE BOX Z CAP ENDS AND WITH COVER a o STAKE STUB uP---� — ELECTRIC VALVE GENERAL NOTES MEASUREMENTS FROM ° vii 2 REFERENCE POINT — 40 20 -- FINISH GRADE o 1) THE DRAWINGS AR,E DIAGRAMMATIC. THE CONTRACTOR SHALL 15E EXPECTED TO To STUB UP. MAKE TH05E 1„1ODII :=ICATION5 NECE55AR"r IN THE FIELD TO REACT TO ACTUAL MARK BACK ❑ FIELD CONDITION5,'� WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. of CURB R F " �' '�� `` ~" CONTROL WIRE 90" ELL --PVC o 2) ALL UJORiG 51 -1,4LL (:�oNFOfi�M To ,4N1' AND ALL AI~'1='LICA�3l-E REGULATIONS AND � ._. : �� ., � � y.�. CODE5 FOR THE LOCATION OF THE WORK. THE INSTALLER SHALL 05TAIN ANY ���� k w� �y�� ���u��� � ta "F El NECE55ARY L•OCATE5, PERMITS AND INSPECTIONS. o" z ., z 3) ALL WORK SHALL SE CL05ELY COORD INATED WITH THAT OF OTHER TRADES, IN _ c° d� ►� �- ORDER TO AVOID CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLANS WHEN SCHEDULE 80 � o, ;: o Z m o 1 w TRENCHING TO AVOID TREES, 6HRU55 AND UNDER GROUND UTILITIES TAPE END INNER PIPE PVC LATERAL LINE N m ". a �, ° a OF SLEEVE sTUB uP TO SPRINKLERS PVC NIPPLE U Q -3o i 4) ALL MATERIAL ANI:> LA50R REQUIRED TO PROVIDE A COMPLETE OPERATIONAL SCH.40 SOLVENT -WELD PVC V' a AND FULLY GUARA1,,lTEED 5Y6TEM SHALL 5E CONSIDERED PART OF THE WOR<, (REQUIREMENTS VARY - CHECK CODES FIRST) 3�4" WASHED SHELL g�„ 2 M WHETHER OR NOT THEY ARE 5PECIFICALLY INDICATED IN THE DOCUMENTS. MAIN LINE FITTING ��g � m z z m o — I�000I I IN := LEEVING DETIAL MAIN SUPPLY LINE 8 f " 5) THE CONTRACTOR ,SHALL PREPARE AN AS -DUILT DRAWING ON A REPRODUCIBLE �� �' `` s ��Z� � !S ^Y PAPER (SEPIA OR MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR NO SCALE 0 CONTROL VALVE SEPIA OF THE ORI(ljINAL PLAN MAYBE 05TAINED FROM THE LANDSCAPE ARCHITECT 4 a FOR A FEE, THE DF AWING SHALL LOCATE ALL HAINL INE AND VALVES 5Y SHOWN a K *, /�f, 4 f ! �� °6 FINISH GRADE INSTALLATION DETAIL NO SCALE a� o EXACT 1„IEA5UREM1_rNT5 FROM HARD 5UR'FACES, PLEA5E SHOW WIRE DIRECTION ��� ,> �m a �- o. 8 b .4,�� m F (0) ALL HEAD5 SHALL,. 5E OF THE PROPER TYPE FOR THE AfizEAS WHERE LOCATED, AND AND SHALL 5E INSTALLED PLUMI5 AND WITH THE PROPER HEIGHT. ALL HEADS AND 4''' ROTOR ---- OTHER EQUIPMENT :SHALL 5E INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE L FROM ALL HARD - SCAPING, TO MINIMIZE WATER OVER 5PRAY ON IMPERVIOUS AREAS. �� W -i) THE WATER 5UPPL 1 FOR THI5 5Y5TEM SHALL 8E 1.5 CITY WATER METE'.. W to • {� C N E 5) CONTROL WIRING � ►HALL BE ROUTED WITH THE MAINLINE WHEREVER P05515LE. LOUD - W � � X VOLTAGE WIRING 514ALL BE OF #14 PVC JACKETED SINGLE CONDUCTOR CA5LE, USE W . o RED WIRES FOR "H(�T" AND WHITE FOR VALVE CGMMON. WIRE5 SHALL 5E INSTALLED 1 100, 3i WITH ADEQUATE SLACK AND SURGE /EXPAN&ION LOOPS, AND SHALL 5E 5PLICED FLEXIBLE PVC MIN. 18 ~ a w 3. Z 0 ONLY IN VALVE 5t)XE8, USING 5PEAR5 "DRI -SPL ICE" WIRE CONNECTORS AND SEALANT, - W � C,4 � a� C It N h 9) ALL PIPING AND L,IIRE PASSING UNDER PAVED AREA5 SHALL BE SLEEVED WITH � v 5CH 40 PVC PIPE; `5IZED A MINIMUM OF TWO NOM'NAL SIZES LARGE: THAN CONTAINED W ce PIPE, PVC LATERAL LINE p. 10) ANY PIPING 5HOUJlq OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A .LANDSCAPE 2 6" POP-UP ROTOR K. AREA 15 SHOWN THERE FOR CLARITY ONLY. ALL L INE5 SHALL BE INSTALLED ON THE INSTALLATION DETAIL NO SCALE PROPERTY AND THE LAND5CAPE AREAS. w i'LOOD a ; il) THE INSTALLER SHf,:%LL SE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE 5U155LER ol INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, = Q AND IN THE WRITTE;IU 5PECIFICATION5, SHOULD A CONFLICT 5E D15COVERED WITHIN THE PLASTIC VALVE BOX DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST WITH ��OVER 1/2 X PIPE :. (tYP. CLARIFICATION. I Ut O 4" SPRAY HEAL) ELECTRIC VALVE , P, 12) THE IRRIGATION Cc_ >NTRACTOR 15 RE5i''ON5I5LE FOR INSTALLING ALL LOW VOLTAGE i� FINISH GRADE. FINISH GRADE �� � �,�tgh /" t ? • �q° �� t��,�°� .ham WIRING FROM THE CONTROL VALVE TO THE IRRIGATION CONTROLLER IF SPARE UJIRES 4"u` ARE NOT AVAILA��I_E. � _- PVC TEE �( Q U) CONTROL WIRE AVOID ANY CONTACT WITH THE ROOT UJ 12) THE IRRIGATION C(: >NTRACTOR 15 TO 5ECOME FAMILLIAR WITH THE EXISITNG IRRIGATION o BALL of THE TREE. SYSTEM• FOR PHAal- 1. THE IRRIGATION CONTRACTOR 15 TO INSPECT, EVALUATE, AND 90 ELL —PVC W � O REPAIR ANY DEFT ;KILTS IN THE EXISTING IRRIGATION SYSTEM AND IT5 EQUIPMENT, 0 Z PVC LATERAL LIME 5 TREE BUBBLER J U. 0 TYPICAL DETAIL NO SCALE .J) . SCHEDULE 80 PVC LATERAL LINE PVC NIPPLE Z TO SPRINKLERS =D W 3/4" WASHED SHELL FLEXIBLE PVC 4 p MIN. 18 Z C t/) 0 Lu ZONE � ��' "i Lu Q 09 8 Z INSTALLATION DETAIL 0 3 - VALVE GALLONS mm � C 00 woman W CL � MAIN SUPPL'Y' LINE NO SCALE SIZE PER MIN. mm VALVE IDENTIF=IER 0 R-1 s H E E T 1-RR2 N 0 1 P.P. I Y E a I nM/n : -P PpAm(`p-C np- TREE BARRICADE EXISTING SANITARY IIAN110LE I.E. (N) =38.32 — -EXIS IING d „1 , — SANITARY SEWER EXISTING 4" GAS VAIN G U L F T O z B A Y 2.5" Cal. 10' HT. X 4' SPD. B O U L E V A R D 0 2 LIGUSTRUM JAPONICUM /LIGUSTRUM 8' S T A T E 4 R 0 A D 0 6 0 3 GAL. 10" HT. X 10" SPD. 0' 20' 40' SCALE: 1 " = 20' LANDSCAPE CALCULATIONS BUFFER 1 TREE PER 35' 773/35 BUFFER TREES PROVIDED INTERIOR LANDSCAPING 24,139 S.F. V.U.A. 24,139 X 10% REQUIRED INTERIOR OPEN SPACE INTERIOR OPEN SPACE PROVIDED 1 TREE PER 150 S.F. REQUIRED INTERIOR OPEN SPACE INTERIOR TREES PROVIDED 22 TREES 15 TREES 2,414 S.F. REQUIRED OPEN SPACE 3,542 S.F. 16 INTERIOR TREES 21 INTERIOR TREES SYM. QTY. I BOTANICAL /COMMON NAME m �- SIZE z 6 QUERCUS VIRGINIANA /LIVE OAK 2.5" Cal. 10' HT. X 4' SPD. d 7 LAGERSTROEMIA INDICA /CRAPE MYRTLE 8' HT. X 5' SPD. STANDARD, DK. PINK 0 2 LIGUSTRUM JAPONICUM /LIGUSTRUM 8' HT. X 5' SPD. 3 TRUNK MIN. Q 4 SABAL PALM ETTO /SABAL PALM 12' C.T. HT. U 0 29 ILEX VOMITORIA 'NANA' /DWARF YAUPON HOLLY 3 GAL. 10" HT. X 10" SPD. Q 0 18 PHILODENDRON SELLOUM /FINGERLEAF PHILODENDRON 3 GAL, 24" HT. X 24" SPD. . 00 � p rn ,, + p �;1� W M O 31 RAPHIOLEPIS INDICA %INDIAN HAWTHORN 3 GAL. 10" HT. X 10" SPD. (1) 123 VIBURNUM SUSPENSUM /SANDANKWA VIBURNUM 3 GAL. 24" HT. 36" O.C. L u O_ 91 VIBURNUM SUSPENSUM /SANDANKWA VIBURNUM 1 GAL. 10" HT. 36" O.C. z 837 TBD TRACHELOSPERMUM ASIATICUM /ASIATIC JASMINE ARGENTINE BAHIA 1 GAL. @ 15" O.C. 0 SOD -�W� LL. WQ0 O U) iE w � a cli 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 0 I Q z Li ❑ xw >— to —ozw O m �- C`a o 0 z `1 d j x0 O �N MC) o < o I 1 00 w O Q U 7) d 0 I J� W 00 Q 7 a (L w a 00 � p rn ,, + p �;1� W M i- N z Q�h �' �l z Mir O tom', W -- .�sw Z mwz Wz Ld z J w�3 65 o o L u O_ W N, LL z p cWrtC5 z i i E a 0 CD R }- m 3 o ro 0 0 Li z 0 2 -PLY REINFORCED F a z 0 P= RUBBER HOSE v j V) w cn DO NOT APPLY MULCH FROM 0 2 PLY REINFORCED THE INNER HALF OF THE ROOT BALL TO THE TRUNK 0 RUBBER GARDEN HOSE --- 2 "x 2" 1:1 JUTE OR OTHER WOOD STAKE LOOSEN TOP 1/2 OF 8' 3" MULCH BIODEGRADABLE TWINE DO NOT APPLY MULCH FROM THE INNER HALF OF THE ROOT JUTE OR OTHER BURLAP & REMOVE TOP 1/3 OF ROOTBALL SUPPORT IN FLAGGING TAPE BALL TO THE TRUNK BIODEGRADABLE TWINE f7 - •e; :�.�•�•� �•�:� .��•.,a• ;;,"�';• `' '"``�Me ;,1,��.�Y ��;`.;.;�;�; ;t4i1F! +i4�� +:.�hts �,z;� - «;��4� „ 3 MULCH CONTAINER Z +mow 3" MIN SAUCER 3" MULCH FINISH GRADE.; ;^- " 3 EARTH SAUCER 3" MULCH w 3S;' 3 EARTH BERM 0 'z ••• • �'' ' FINISHED GRADE ,� ',° ' r: :; a: ll ,. �`w.= :`:Y; '� yx " 0 Z W > - - a z t/- � ` FINISHED ri g , • �,.. w ' - "x2 x24" WOODEN GRADE2 ; �'M{ - 3" EARTH BERM p W O z m dM o I REMOVE BUR AP FROM TOP 1%�2 OF STAKE OR METAL DEADMA ANCHOR BURIED/DRIVEN - BACKFILL �.•.v �.r ►' *� f,t ,x =- ;er =.�x• �'' 6 " BACKFILL �2D ° 2p BACKFILL a N m U U a Q I o0 ( w - I I -jTl� I -1 - 0 0 o o o °o ROOTBALL INTO GROUND W .- w W- w d BACKFILL 1 /2D D (n � fl a_ O 2D ES 39 M NOTE: PLANT TREE SLIGHTLY ABOVE ORIGINAL GRADE TO .- �E0 o �' z w z z _ INN ALLOW FOR SETTLEMENT. WATER TREE IMMEDIATELY ' �'_ � �"r tp'Z2QQF w AFTER PLANTING. w a Q' �7 m'® 4Y 4J W N n. Z ❑ TREE STAKING DETAIL MULTI TRUNK TREE PLANTING DETAIL TREE PIT DETAIL TYPICAL SHRUB PLANTING DETAIL ' �; �-, ~`� ` ` �if,�. < �a °a. .�. z � � I �Fcz Zfrs� a a 0 w NOTE; STAKE TREES ONLY AS NEEDED SCALE: NTS NOTE; STAKE TREES ONLY AS NEEDED SCALE: INTS SCALE: NTS SCALE: NTS ''w a ,g 00 0 ® (\ ' w g w W ° . ^. jE 0 z Vi to y "x4 "x3" T 2 HARDWOOD STAKE 2 "X4" HARDWOOD BRACE w SOD 3" MULCH OVER ~--- CLEATS BANDED TO TRUNK OVER BURLAP WRAPPING ROOTBALL TREEPIT �k SPACING AS SHOWN W � °o C Ma�o wr ° I: ; 3 v o �' ° `� ° � •o X o, PLANTING AREA " 3 EARTH BERM SAUCER ON PLANS J = � W � `` `` f-INSH GRADE —� O 0 D O y 3 0 °o •v O 0 O 0 4 �p 4 oD 4 a � � o� 3 3 =1 I ^I =1 I =1 I —I I I I =1 I I �' REMOVE FRONDS 5 LAYERS OF BURLAP -p� Oo°0 �� X0°0 p� Do °0 Z �, o m 3 �. v co ° _ M a II I I II I I -EI I I- PLANTING AREA WRAP AT POINT OF __ - III =III ' C Q N N as - - - SUPPORT) „ „ NEW GRADE TREE CAN W 4) 2 x 4 WOOD CLEATS (BAND BACKFILL DRIPLINE v 3„ 4„ TO TREES) I I— .III =I = _ - _ _ SOIL W -}-• 4 2 x 4 WOOD BRACES IL TO CLEATS- SPACED _ „ ' =III = III =III III ^I (( -1 I I= 3 MULCH r SEPARATOR Q V 1 3 HEIGHT 3" MULCH 90* STENED TO 2x4 x36 WOOD GROUND COVER PLANT J Z OF TRUNK TO BRACE ;•: STAKES DRIVEN INTO GROUND FINISHED GRADE SOIL PLANTING MIXTURE EXISTING GRADE bs Z NOTE: USE DETAIL 2 "x4 "x36" WOOD STAKE (3) • 3 EARTH SAUCER CONTINUOUS AROUND :. s,. ' PLANTING PIT BACKFILL PERFORATED CAP /GRATE 4 DIAMETER P.V.C. PIPING, LAID AT PERFORATED GRADE WITH SLIGHT PITCH TO�RAIN ON ALL SHRUB BEDS NEXT TO GRASSED EXIST SOIL ROOT BALI AREAS. POROUS BACKFILL, NON- ALKALINE, 6 DEEP'^ VERTICAL NON - PERFORATED RISER WITH PERFORATED CAP /GRATE LAWN /PLANTING AREA EDGING DETAIL PALM TREE PLANTING DETAIL GROUNDCOVER PLANTING DETAIL TREE WELL SECTION DETAIL SCALE NTS SCALE: INTO SCALE NTS SCALE: NTS m 'Q a DW UE W o LL SPECIFICATIONS — WOOD BARRIER m W 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 OF DRIP LINE OR 6. WHICHEVER IS GREATER. �"` xticx• z W B. PINES - DRIP LINE OR 6' WHICHEVER IS GREATER. 2. MINIMUM 3' IN HEIGHT. 2A OF Im ow uw FIX NAMM 0DS I , 0 M DW UK 3. METHOD OF ERECTION (SEE DIAGRAM): FOUR CORNER UPRIGHTS OF NO LUMBER 0 LESS THAN 2" X 4" WITH HORIZONTAL U) Ii�BQ1ld MEMBERS OF NO LESS THAN 2" X 2" LUMBER, cn U °10P L"E 4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR NEARBY TREES ARE REMOVED. W Z 5. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FULL DW UK FOR RNM Q W ....� NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES >pm Z REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO �r '°n CL MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND /OR PERMIT REVOCATION. 0 coo i ROOTS LARGER THAN 1" IN DIAMETER WILL BE CUT CLEANLY AND COVERED OVER WITH SOIL. m rx 4' MI � n rm " Lw PINES �_ GiNIA I S H TREE BARRICADE DETAIL E E T L2 �." SCALE: NTS N 0 , ■ . . PART 1.0 GENERAL 1.1 DESCRIPTION OF WORK Awarded bidder shall provide and install trees, shrubs and sod in accordance with the landscape plan and specifications. 1.2 DEFINITIONS A. "Final Acceptance" shall mean that point in time when all requirements of project drawings are ( completed, including any punch -list items, to the satisfaction of the customer. The awarded bidder shall be notified of inal acceptance by the customer or their representative. B. "Maintenance Period" or "Warranty Period" shall begin when plant material is installed and conti lue for a twelve (12) month period after notification of Filial Acceptance. C. "Final Maintenance Inspection" shall o ;:cur at the end of the twelve (12) month maintenance period. D. "Nursery -- grown" shall mean grown in the nursery from liners or collected and then grown in a nursery not less than 2 years. E. "Healthy, vigorous condition" shall meFon live foliage out to the tips of all branches and sterns, and a trunk caliper that is bigger, 12 months after planting, than at planting. Healthy, vigorous palms have new fronds developing with no necrosis or chlorosis and are green in color. Shrubs: shall have live foliage out to the tips of all branches, .1.3 QUALITY ASSURANCE A. The installation shall be by .a single firm specializing in landscape horticulture. All landscape material shall be provided by the awarded bidder, as specified on the plans. B. Plant names indicated shall comply wish "Standardized Plant Names" as adopted t,)y the latest edition of the American Joint committee of Horticultural Nomenclature. Names of varieties not listed there shall conform generally with name accepted by the . nursery trade. Stock provided shall be true to its botanical name and legibly tagged. C. Awarded bidder shall provide photograF,�hs of plant material prior to installation. D. Plant selection shall comply with sizing and grading standards of the latest edition of Florida Grades and Standards for Nursery Plants. All plant material shall be "Florida Fancy" or "Florida #1". E. Substitutions shall not be accepted and will constitute an unresponsive bid. F. Trees, Shrubs and Groundcovers: Provide trees, shrubs and groundcovers of quantity, size,, genus, species and variety shown and scheduled :for landscape work and complying with recorhmendations and requirements of the local government,:. Provide healthy, vigorous stock, grown in a recod-iized nursery in accordance with good horticultural practice and free of disease, insects, egg's, larvae and defects such as knots, sun - scald, injuries, abrasions, or disfigurement. G. The customer or their representative shall inspect for quality assurance and approve: plant material at either the nursery or project ;location, prior to installation. H. Local government reserves the right tc> reject any. and all plant material. 1.4 SUBMITTALS A. Awarded bidder must submit certificat: %s of inspection, analyses for soil amendments,, and labels for herbicides, insecticides and fertilizer materials. B. Awarded bidder must submit the following material samples: 1. Mulch 2. Topsoil 3. Pre -- emergent herbicide 4. Fertilizer 5. Photographs of typical plant material 1.5 JOB CONDITIONS A, The customer or their representative vyill, provide "Notice to Proceed" to the awarded biddEfr. B. Awarded bidder is responsible for protesting utilities, paving, and other . facilities from 'damage during landscape installation. Awarded bidder must notify "Call Sunshine" (800- 638 -4097) 48 hours prior to beginning work. C. Awarded bidder must protect plant mdlerial from desiccation during transport and installation period. In most instances, this means daily irrigation. D. Awarded bidder must familiarize . themselves with existing project conditions, e.g., utilities, poil strata, drainage, and sightlines, prior to installation. Conflicts should be addressed with the Ostorner or their representative. E. Work along city, county, or state righl :. - -of -way must comply with. the appropriate regulating authority's guidelines for "Traffic Controls for Construction and Maintenance Operations "`. Awarded bidder shall be responsible to file and obtain any and all required agency permits. PART 2.0 SHIPPING & HANDLING 2.1 TRANSPORTATION A. Tree root balls shall be irrigated just prior to shipping. Trees shall be secured in the truck so as not to roll. Do not allow closed trucks to remain standing in the sun in hot weather unless they are air- conditioned. B &B trees shall have their root balls shrink - wrapped prior to transporting them from the nursery. Trees and shrubs shall be shipped to the site in enclosed vans or covered with woven shade tarp. B. Deliver sod within 24 hours of being harvested. Do not deliver more sod than can be laid within a 24 hour period. 2.2 UNLOADING AND HANDLING Trees will be rejected if they are dropped to the ground suddenly. Container grown and boxed trees shall be lifted with a forklift under the container or carried by hand by the lip of the container. Trees may be lifted by wire loops inside the container. Trees may not be lifted by the trunk. Balled and burlapped trees shall be handled by the root ball in a manner that does not deform the shape of the root ball. Trees shall not be handled by the trunk. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE Irrigate trees and shrubs as soon as they arrive at the planting site. After plant material is unloaded frorn the truck, it shall be stood and stored in the erect position and irrigated twice daily with 5 gallons per inch trunk diameter or 1 gallon for every 3 gallons of container until planted. Shrink wrapped B&B trees and plants in plastic containers shall be stored in the shade. PART 3.0 MATERIALS 3.1 PLANT MATERIALS TREES A. Nursery stock shall meet the minimum dimensions for height, spread, caliper and root ball as described on the landscape plan. On large maturing and medium maturing shade trees, the tip of the dominant leader shall be the tallest part of the tree. Trees with leaders topped or headed within the last year shall be rejected. B. Caliper measurement shall be taken six (6) inches above grade if four (4) inches or less. Trees greater than four (4) inches in caliper shall be measured at twelve ((12) inches above grade. C. Field -grown trees and palms shall be nursery -grown and hardened off (pre -dug) for a minimum of six (6) weeks prior to delivery to job site. Container grown trees shall be nursery - grown. D. Trees must be healthy, vigorous and full with good branch distribution. Trees with bark included within major branch unions will not be accepted. E. Root balls of field - grown trees must be intact and protected from desiccation with black plastic wrap. Container t,*ees must have the container on the root ball or the root ball must be appropriately protected from desiccation. Trees with root balls that have bound or girdled roots shall be rejected. Threes with synthetic burlap will not be accepted. F. The tip of the first major root originating from the trunk must be within one inch of the tip of the root ball. If the first root is deeper-than this, the tree will be rejected. G. Container trees should have few, if any, roots on the outside surface of the media. H. Trees must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. SHRUBS A. Provide shrubs at the minimum height and spread listed on the landscape plan. All shrubs must be healthy and vigorous with good branch distribution. B. Container grown shrubs shall have no circling roots and few, if any roots on the outside surface of the media. C. Shrubs must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. GROUND COVER A. Provide plants established and well rooted in containers to the minimum height and spread listed on the landscape plan. 071 A. Provided strongly rooted sod, not less than 2 years old, free of weeds and undesirab;e native grasses having been cut to a mowing height of one (1) inch or less prior to lifting from the field, and machine cut to pad thickness of 3/4 inch, excluding top growth and thatch. Provide sod only capably: of vigorous growth and development when planted (viable, not dormant). It shall be nursery grown and planted in locations as delineated on the landscape plans. B. Provide sod of uniform pad :sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be accepted. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. 3.2 ACCESSORY MATERIALS A. Refer to the drawings and other parts of specifications for accessories sF)e!cifically used on this project. B. Backfill soil shall match textural condition of existing soil. No soil amendments are . necessary. Soil in sidewalk cut outs, parking lot islands, and other small spaces to be replaced with native topsoil to improve conditions. All construction debris, rocks, sticks, limerock, shell, ect. Are to be removed from the entire planting, area. C. Fertilizer shall be complete with approximately the following ratio: 3N-1P-3k ( +Mg for palrn;> only) D. Mulch shall be derived from an exotic invader tree species, e.g. Melaleuca, and shall be clean and free from weeds and other debris )-. Alternative products, e.g., Eucalyptus or pine:: bark or straw may be considered. Bald Cypress mulch will not be accepted. E. Pre - emergent herbicide: apply granular Chipco "Ronstar" or approved equal at Label rate. F. Trees shall be secured using three- quarter (3/4) inch elastic guys (3). G. Palms shall be braced as shown. No nails, screws or other securing devices may be driven into the trunk. PART 4.0 EXECUTION A. Awarded bidder shall provide cmd install all tree:;, palms, shrubs and groundcovers in the quantities and dimensions indicated on th(; landscape plan. B. Commencement of work: Work. under this awarded bid shall be completed in an orderly, business -like fashion. Once work has begun, it shall continue on consecutive working days until it has been completed. Sundays, Saturdays, holidays and stoppages due to inclement weather delays or caused by the customer shall be excluded. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. All landscape material is to be planted in accordance to the landscape plan and attendant exhibits. Good horticultural practices must be observed. B. Trees and palms are to be planted out of the right -of -way (ROW) at a minimum of four (4) feet from back of curb at locations identified on the landscape plan. All shrubs are to be a minimum of two and one half (2.5) feet from back of curb as shown on landscape plan. Awarded bidder shall stake and /or paint planting locations in the fiold. Upon approval by the customer, thesE: areas shall be sprayed with an. approved herbicide and maintained weed -free for the duration of the project. C. Excavate planting holes with vertical sides. Do not disturb soil at bottom of plonting holes. Make excavations twice as wide as the root ball diameter and slightly less (two inches) than the distance between the top -most root in the root ball and the bottom of the. root ball. Alternatively, excavate the hole slightly wider than the root ball and place the root ball in the hole so the top -most root is even with or slightly (two inches) higher than the surrounding landscape grade. Then, loosen the surrounding soil out to a diameter equal to twice the diameter of the root ball. Finally, push the loosened soil toward the root ball to .fill the hole. If water fills the bottom of the planting hole, add soil to the bottom of the hole until the water is covered. Pack the added soil firmly. Place the root ball on this packed, solid soil, not in water. No part of the root ball shall be placed in water. If necessary, bring in soil similar to site soil to cover the sides of the root ball, creating a raised mound. ' The base of the mound. (i.e. the outer diameter created) shall be at least six times the diameter of the root ball. When planting on a slope, the top -most main root in the root ball shall be even with the grade on the uphill side of the tree. Site soil will need to be added on the downhill side to cover the sides of the root ball and to construct the soil berm to hold water. The amount of soil added on the. downhill side will depend on the slope and size of the root ball. D. Remove all wood, plastic, or gro -bogs from the root ball. Set plants in center of holes with the top -most root in the root ball at the same height or slightly higher (2 inches) than finished landscape grades and plumb trees so the trunk is vertical. Backfill field soil around sides of root mass and work each layer to settle and eliminate voids and air pockets. Material must be watered in as planted. Provide approximately 5 gallons of water per inch of trunk caliper or 1 gallon per .3 gallons of container to the root ball once all Backfill is filled in around the root ball. E. Provide a 2 -3" high soil berm around the edge of tree root balls to from a shallow saucer to collect water. The watering saucer, regardless of . hole size, is to be at edge of root ball. Alternatively, cobra edging is to be installed at the edge of the root ball.. F. Broadcast over the root ball and back fill soil, at the recommended rate, a broad- spectrum pre - emergent herbicide prior to mulching. G. Apply a controlled- release fertilizer to the soil surface under the mulch at 11b. Nitrogen per 1000 ft2, prior to mulching. No other amendments are necessary. H. On trees up to 4" caliper, apply a three (3) inch layer of mulch to an eight (8) foot diameter circular area around the trunk. On larger caliper trees, apply a two (2) foot diameter mulch area for each inch of trunk caliper. No mulch shall be applied to the inner half of the root ball surface. All other planting beds are to have a minimum of 3" of mulch. Trees and palms are to be secured by awarded bidder. GROUNDCOVER A. Space ground cover plants as indicated on the landscape plan. B. Dig holes large enough to allow for spreading roots and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns with wet soils. C. Mulch area between ground cover plants, place no Tess than 3" of mulch. GENERAL A. A representative will inspect all landscape material during installation. Material that is in shock or has been damaged during installation shall be replaced by awarded bidder within five (5) working days from notification. B. Remove from work site all excess materials (e.g., soil, debris and equipment) daily through duration of project. Damages resulting from installation shall be repaired by awarded bidder. C. Pruning: If there is a double leader in the top half of the tree, shorten one, by the about one -half, back to a live branch that points away from the tree and is at least one -third the diameter of the cut leader. Remove broken portions of damaged branches back to a live lateral branch. Prune shrubs to retain natural character. D. Remove all .string or wire wrapped around tree trunks. Remove all straps, rope and string used to lift the root ball. Remove all burlap and wire from the top of the root ball. 4.3 ACCEPTANCE A. Inspection to determine acceptance of planted areas will be made by the customer representative upon awarded bidder's request. Provide notification a minimum of five (5) working days before requested inspection date. Planted areas will be accepted provided all requirement, including maintenance, have been satisfied and plant materials are healthy and in vigorous condition. B. The customer or their representative will prepare a "punch list" of those items, which must be corrected before re- inspection for final acceptance. The representative will determine an appropriate, time period for corrections. Awarded bidder must request re- inspection two (2) working days in advance. 4.4 MAINTENANCE A. Begin maintenance immediately after planting. Maintain all plant material until final acceptance and for a maintenance and warranty period of twelve (12) months after final acceptance. B. Maintenance shall include but is not limited to pruning, cultivation, mowing, weeding, fertilizing, watering, and application of appropriate pesticides necessary to maintain plants in healthy condition. 1.) Reset settled plants to proper grade and position. 2.) Restore soil berm and mulch layer. 3.) Tighten and repair elastic guys or other supports 4.) Correct defective work. 5.) Remove and replace rejected material within one (1) working day from notification. 6.) Maintain mulch surface weed -free. M o v C. All palms are to be pruned to remove dead fronds, O and fronds with a petiole that droops below W horizontal. Dead fronds are those with less than 50% green tissue. Only those fronds with petioles E] drooping below horizontal (9:00 --3 :00 o'clock) should be Z removed. All seedpods are also to be removed 0 F Z including those originating among remaining fronds. O F D. The contractor is entirely responsible for the N irrigation through final acceptance and twelve- (12) o month warranty period. Z cn O E. Upon satisfactory completion of maintenance v period as determined by final maintenance inspection, ❑ the client or an appointed landscape maintenance company will assume maintenance responsibilities. J F. All stakes, supports, and associated hardware Z shall be removed 12 months after lantin . o w P 9 ❑ Notes on Irrigation z 1. Delete daily irrigation when planting in winter. aw >- Cn-ozN a Irrigation frequency can be reduced slightly Z (e.g. 2 -3 times each week instead of every w w M `t other day) when planting hardened -off, field grown 1 X c� 1 � trees that were root - pruned during production. a N m U a 0 I o0 w I c.S1Q�rn a Establishment takes 3 to 4 months per inch trunk d- 1 caliper. w r< 0 0 0 a op cn 10 a a 0 2. Irrigation frequency can be reduced slightly (e.g. to one or twice each week) when plantingg hardened -off, field grown trees that were c .a �' m root - pruned during production.�� z° m o Z 3. At each irrigation, apply 2 -3 gallons per inch "� "g �ZF w trunk caliper to the root ball. Apply it in a W ,� a m manner so all water soaks into the root ball. z9 Do not water if root ball is wet /saturated on z, z 6 the irrigation day. <-0 NE 4. Trees take much longer to establish that gZ 3 -4 months per inch trunk caliper. Irrigate inea �O° Q lid drought the following summer. �� o a v z W 1 y L � ,C W w $ �00 P W ~ N�vU C o �W o°b 3 0 � v w m n 3 �LEr` W 4� Ca Nor- UX Q y C1 a J _A it .,. (, c O co2� W c o s MAL H E T N 0 � a i 0 W. W O LL F- J w O Z Z o co o W Z J aC =i � � W Z n W a. 0 rn r 00 0 rn i . CD rn� M rn s MAL H E T N 0 ;:PINELLA- S ... . ...... ..... ....... .. . ... .. .... .. . . .. .... ... .... ...... ........ .... ... . .... .... . . ...... .. ..... ...... ......I .... ...... .. .... ... ....... . .i:WHCH.HAS:A.JT$. AW " '' i ' STEAK ...RAT. 1. WOP. PUB .Lid. Lid. .... . ..... ..... .. . .. .... ...... ...... .... . ................... . .... ... ..... ..... OR EX(STENO,E :.O ..... ..... . .... ......... ..... . ..... .. ... ........ .. . ................... . .... .............. GB ........ .. . . . .... ..... . ..... ....... ..... ...... . .. .. ...... . CIAS .. E t CIA.. ES 'TWAN ........ .... . .. ......... ........ .... ...... ........... .. ........ ... ........ ... - - ................... .41 . ...... ............. M. :-- .. ... ... ..... .. ....... ": ........ .. ... ..... . ....... ..... . ... ..... .. ... . ....... ....... ... .. . ........ ... - ....... .. ... .. .... ..... .... . ..... .. ... . ... .. ... ..... ....... ...... .... /VVVM .... ..... . . ... .... ... ...... ................. . ........... .. ....... . ..... ...... ......... ......... .... ...... ........ .. . . . ........ .. .... ...... ............ .... .................. ........ ... .. 7 IVV% ............. ... ..... ... .. ..... .......... .................... ............. ..... ..... ........... .. . ... ..... ... ... .. ...... . . .......... ....... ................. :]TEM17SUBJE :TOXDISTRIBU ION.EN$EMEf4 .......... ........ .......... . . .. .... .. ... ... . . .. ..... ...... ........ . ....... ........... . . ... ......... . . .. . ... ......... ... . ... .... .... ... . .. ..... ............ .......... . ... ... ..:p, STEAK AND:ALE:0F:FLbktb­ .,:DATED ..... .......... ..... . ...... ........ ....... . ........ Wi-THEREA WINC ....... . .......... ...... -A 0.0 E:526�: PUBLIG: OF: PIN .. ..... . ':.VISIBLE:IMPRO.VEMtN*1-8.'oN . biACENI'PROP.�,R:TY;'(1.1).,PNCROACHMENI',9,ON ADJACENT: P .. ............ .. ....... . .. ...... ..... ... ....... . .. . . ..... . .. ...... ... . . .. ..... . . ..... ....... .... ............. .... -.- I . . -... .. � 1 11, . . - I.. - . � I ... .. : - .:. I-.- . ....... ... ... . ... .... . ..... . ....... ...... ........... ... ... . ... . ............... . ... .... .......... ........ .. ... . . ..... RQpERTY ..... ......... ... ...... ... — ..... ... ..... ....... .... ... STREETS T: PROPER rY;:(III).:P-A . .............. . ............. ... ..... .. .. ........... .... .... ..... . .... ...... . ..... . . ... ......... ...... . Ts,�'ORALLE-Ys 8YANY0810LEIry JR E.SUBJE .... .. . .. ........ . ................ .. ...... . ...... ... . ..... ... E .. . .. ..... . . .. ..... . ......... M. ... .... ..... . ..... P, ...... ....... TY:" ....... ... .......... .. ....... .... ..... ... ...... . .. .. ......... TEMENTgARE: L�Lovvll . .................. .. . ....... . ... ... . ..................... . . .. ......... ... 0 P. OTRUS N JHEEM.E.P.TIONS TQTHR�A OVE:STA ...... .... . ....... .. ... . .. . ....... R �R . ..... .... . ... ASJO� ro :::,:ELF-VATIQN$. .. .......... ..... .. ..... . ... .... .. ... ... ..... . ........ ...... ....... ... ... .. 10 .8kovvN*.H* A E0N:ARE:SASED'ON:"( ..... .. ...... . ....... . ...... .... ... .......... ............. . .......... J&E'!�:PID:AG042 .. ... . ..... . ....... .. ...... ...... .. .... ... .... ..... ... .. ..... ........ .... .. ...... #.:�.: ....... .... . ...... . ........ . .. .......... ........ .. .. .... ...... ......... .... ...... ........ .. .. ... ..... ... . ............ L . ICENstb 'H ... . .... . . ......... .... .. ... .... ...... .......... . .. .... .... . .......... . . . . . .......... . . ....... .. ........ .......... . . ......... ........ . ........... . ...... .... ...... ....... .. ... .... ... .. .. ... ...... .... .. .... ...... . . .. ...... . .. ....... .. ........ .. SbICTIONA' ... ..... ...... . .VA,AARLE:l- W.. . ... . .. ........ ....... .. .............. .......... ....... .... .... ... ........... . .... ....... ............ WN WERE "" SEARC H OF: 76 . .. ...... ...... .. ....... .... ........ . ......... .. ........ .. .. . 1 ..... .... .. . . ...... ............... .. . ....... :6'kbp-D:IN: ...... ..... .. fARRANTY:: b . 101 ....... ' :2 -EAK.A.N.Q::. .. . ........... . ......... ... . ......... ... .... ..... .... . ......... .. ..... . ................. ............... ..... MIMI e �_ a 0 u fi f 2 L a i I, r' `t tF +I i�. b> i:- i r: , �a 0 00 CD O O N f o 1 at ht ors .n x ORIGINAL .. _ ...., -y�� i( �,1 �i• �i It ��._., ` r .)I+Id (r , :_ : 4i:•�Ih, 1, } Edeflinqd St I = an �Coeichm an s ! I 1 j 0 UD .... -. i II r;',n., r t I �.,� ,I ..�1.1 I I� �il t is o IL 1 -Yr . San: Jyse� .. I I ;).590 ! I Sari.::P dro .,St.. J i q, 501 �( I fl +j ll i ; is ) ,;; „ Ilil f i� 1 San Bprn dino ISt r th St -- $harkey Rd '.'-J l�.;.:.-.. S-_ DC{ nr St .. r - :Dre�r.St:. re, (ar W St 00 -.._.. _ f ! '( � f .I ,S ( II �hopt�IrigCFriter o ,r• "r,= M� - - -, ill..:._.: L11 If �l I' i{ f- 1t f( it ....�� ii i'• Ji �i (I it r �(,11.i1;.1� i -, I`f III II I �I qq - li r: Nash St Tr I [?7 'I ft 2660 Gulf TO B�7 Blvd If CIparwa P► twl Clearwater, F;L 3(3759 Shelley Stl �u1f; io;B.y _Blvd :I ,, _I 1, 6ui`:. C?uIf ToiBay.;Tlvd. l- „ -'; so' - - o ©a�r(e•; 1+ ti {r4tl"ritStp f}Ii{ N ".'.i r i i. t "s1 Ii, 15« f 1191 r {f + If I IJ I. Ni if cq z le�rVVeler1v1311` r' t St _.St. g 17 5. 0; v m 1 1 L If J 5Q1�r r `- � 1 1, 19 � ,`R�1�rrlilc,�+Prll II _41 rlr't, r; t. ' I f 1St Blvd btentwoodrD11'", , If i( II'- ;lillfl, I am - 11 tF. f 4`66kwood I .Viola C? r f l J2 C6 I it II ( I , I. I Iur lery ; -Rd - I t II±9.�i�+ 1' ��.., 1�t St qz I ; i V I C I N I T Y M A P CE R T I F I C A T I O N CERTIFIED TO: UNITED BANK OF THE GULF COAST, KB INVESTMENT HOLDINGS, LTD., 1 -TILL, WARD AND 1-1 P.A., CEN TUltY TI FILE AND ABSTRACT, INC., OLD REPUBLIC NATIONAL FITLE INSURANCE COMPANY. I HEREBY CERTIFY THAT ON L i IE 13TH DAY OF MAY, 2004: (A) THIS SURVEY WAS MADE ON THE GROUND AS PER TFIE FIELD NOT ES SHOWN ON THIS SURVEY AND CORRECTLY SHOWS (1) THE BOUNDARIES AND AREAS OF -THE SUBJECT PROPERTY AND THE SIZE LOCA LON AND TYPE OF BUILDINGS AND VISIBLE IMPROVEMENTS THEREON AND THE DISTANCE THEREFROM TO 1'' 1E NEAREST FACING EXTERIOR PROPERTY LINES OF THE SUBJECT PROPERTY; (II) THE LOCATION OF RIGHT S- OF -WAY, EASEMENTS (OF WHICH I HAVE KNOWLEDGE OR HAVE BEEN ADVISED, WETHER OR NOT OF RECORD) AFFECTING OR BENEFITING -TFIE SUBJECT PROPERTY; (111) ALL ABUTTING DEDICATED PUBLIC STREETS PROVIDING ACCESS TO THE SUBJECT PROPERTY, TOGETHER WITH THE WIDTH AND NAME Tt-IEREOF. (B) EXCEPT AS SET FORTH BELOW, TFIERE ARE NO (1) ENCROACHMENTS UPON THE SUBJECT PROPERTY B'' VISIBLE IMPROVEMENTS ON ADJACENT PROPERTY; (II) ENCROACHMENTS ON ADJACENT PROPERTY, STREETS, OR ALLEYS BY ANY VISIBLE IMPROVEMENTS ON -TIE SUBJECT- PROPERTY; (111) PARTY WALLS; OR (IV) CONFLICTS OR PROTRUSIONS. THE EXCEPTIONS TO THE ABOVE S TATEMENTSARE AS TO FOLLOWS'— (C) INGRESS TO EGRESS FROM -THE SUBJECT PROPERTY PROVIDED BYEASEMENT AGREEMENT BETWEEN GB ASSOCIATES, LTD. AND STEAK AND ALE OF FLORIDA, INC., DATED 10/26/84, RECORDED IN O.R. BOOK 58th, PAGE 1420, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND ACCESS EASEMENT BETWEEN MRL 111C 111, LTD., AND STEAK AND ALE OF FLORIDA, INC., DATED 6/30/89 AS RECORDED IN O.R. BOOK 7036, PAGE i6, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AS MODIFIED BY INSTRUMENT DATED 12/24/97 AND RECORDED IN O.R. BOOK 10377, PAGE 554, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (D) REQUIRED BUILDING SET -BACK LINES ON THE SUBJECT PROPERTY ARE LOCATED AS SHOWN t IEREON. (E) THE SITE APPEARS -TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT: AGENCY; FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103C0128G, EFFECTIVE DATE SEPTEMBER 3, 2003 (MAP INDEX NUMBER 12103CINDIA, EFFECTIVE DATE SEPTEMBER 3, 2003). POLARI`: ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY (?F -I F T HIS DETERMINATION. IT AUTHOR OF -HE MAP, -THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL_ AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE_ FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STA.'IF_S IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY". (F) J HAT'TFIE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH 11Y THE FLORIDA BOARD OF PROFLS iIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRF;IIVE CODE, PURSUANT TO SECTION 472.02? FLORIDA STATUTES. 11IIS IS TO CERTIFY THAT 1HIS MAP OR PLAT AND THE SURVEY ON WI IICFI IT IS BASED WERE MADE IN ACCORDANCE WI Ili "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTp? %° Gil _1f, ND TITLE SURVEYS," JOINTLY ESTABLISH; =D AND ADOPTED BY ALTA, ACSM AND NSPS IN 1:)99 AND IN `;ti UDE I,�E.-MSD1v0 Of TABLE A THEREOF. PURSUANT T! ) THE ACCURACY STANDARDS AS ADOPTED BYALTA t! P , AND AC,STV.:�:Slr) IK1-FFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES T) PerI THE SQRVEY`VIEASU€t MENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTAI�C,E -AND 0 CNSU :Lr FQUIREMENT:S'FOR SURVEY MEASUREML.1 TS WFTICH CONTROL LAND BOUNDARIES FOR ALTAIFCSiiI;! L� \F`�? (f fal E +;aUKVEYS.'' rJANIEL[7 1F E�,,RrU'1NS, DATE OF SURVEY: MAY 13, 2004 PRQFESSIONA,L,jLANL)'SUrZVE, R NO. 3885 9 I1Ir -i, i SECTION 17, TOWNSHIP 29 S., RANGE .�.e..a�e .. -:..®+ m. a..... m.. ��:..+........... A... z.: m*+.,.... d+.®+.. u.. c.-...®+ .a...�•,,.vwm.-- .wmwwF.mw.�mnrn� PINELLAS COUNTY, FLORIDA D E C R I P T 1 C N PARCELI 16 E., LO "r 1, BLOCK 1, J.J. MUGGS SUBDIVISION, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 91, PAGE 40, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH A PERPETUAL_ NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PARKING FOR PEDESTRIAN AND PASSENGER VEI IICULAR TRAFFIC OVER AND ACROSS THE PARKING AREAS AND DRIVEWAYS LOCATED ON THE FOLLOVv`lNG DESCRIBED PARCEL: A PORTION OF THE_ NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 2.9 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PAR ICULARLY DESCRIBED AS FOLLOWS: COMMENCE ATTHF_ CENTER OF SAID ;ECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, ALSO BE=ING THE POIN F OF INTERSECTION OF THE CEN ; C -RLINE OF GULF TO BAY BOULEVARD (STATE ROAD 60) AND HAMPTON ROAD (COUNTY ROAD 144) AS POINT OF REFERENCE; THENCE ALONG THE EAST/WEST CENTERLINE OF SAID SECTION S 89 DEG. 46'01" W, 1882.78 FLI::T; THENCE LEAVING SAID CENTERLINE N 00 DEG. 13'59" W, 60.00 FEET TO A POINT ON THE NORTHERLY RICH E OF WAY LINE OF GULF TO BAY BOULEVARD (A 120 FOOT RIGHT OF WAY); THENCE N 01 DEG. 04'04" E, 199.84 FEET; THENCE N 89 DEG. 46'01" E, 102.04 FEET TO THE POINT OF BEGINNING; -IT fENCE N 00 DEG. 13'59" W, 90.00 FEET; THENCE N 89 DEG, 46'01" E, 75.00 FEET; THENCE S 00 DEG. 13'59" E, 10.00 FEET; THENCE_ N 89 DEG. 46'01" E, 25.00 FEET; THENCE S 00 DEG. 13'59" E, 80.00 FEET'; THENCE S 89 DEG. 46'01" WEST, 100.00 1 EET TO THE POINT OF BEGINNING. TOGETHER WITH ALL OTHER EASEMEi. FRIGHTS CONTAINED IN WARRANTY DEED BY AND BETWEEN MDC ASSOCIATES 81 -A, LTD., A GEORGIA Lllvcd FED PARTNERSHIP, WHICH HAS AS ITS SOLE GENERAL PARTNER METRO DEVELOPMENT CORPORAION, A GEORGIA CORPORATION, AND STEAK AND ALE OF FLORIDA, INC., DATED 10/25/84, RECORDED IN O.R. BOOK 5870, PAGE 1322, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETIiER WITH ALL EASEMENT !!f, ' • : (,ON TAINED IN ACCESS EASEMENT BY AND BETWEEN STEAK AND ALE OF FLORIDA, INC., A NEVADA COT,,, ORATION AND MRL #C -III, LTD., A TEXAS LIMITED PARTNERSHIP, DAI ED 6/30/89, RECORDED IN O.R. BOOK 7036. PAGE 46, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AS MODIFIED BY INSTRUMENT DATED 1211. '97 AND RECORDED IN O.R. BOOK 10377, PAGE 554, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. N O T E S 1. FIELD BEARINGS SHOWN ARE BASED ON THE SOUTH LINE OF HIGHLAND ESTATES, AS LINE BEING N.89'34'50 "E. 2. NOT VALID WITHOUT THE SI'�NATURE AND -THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERF ORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, f- i ICROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LIN, . LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND Vl',J3LE FACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET- OR MORE IN ERROR. 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS IN- TENDED, WfTHOUT WRITTEN VERIFICATION, WIL L BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY "FO T1 IE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER TFIAN THOC E CERTIFIED TO. 5. ALL FOUND POINTS ARE UNMIARKED UNLESS OTHERWISE_ NOTED. 6- THIS SURVEY IS NOT INTEh'.: D TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL-, FIAZARDOUS OR ENVIRONR' . FTALLY SENSITIVE AREAS. 7. ANY ZONING INFORMATION iOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING I1 IE PREPARATION (.:)F 11 IE SURVEY. THIS INFORMAJIOfI SHOULD BE VERIFIED WITH THE AU TL ;Y)RITY PPI(iR TO ANY DETcs:.,,A.!N1\:TI1DNS OR 8. UNLESS OTHERWISE INDICA: ,ED, IHE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT -. NO SEARCH OF ANY PUBLIC RECORDS, FOE' EASEMENTS, DEEDS, ETC., WAS PERFORMED BY I HIS FIRM FOR TI iE COMPLETION OF THIS SUR\ E ?Y. 9. DESCRIPTIONS AND EASEMENFS SHOWN HEREON WERE TAKEN FROM A COMMITMENT- TO INSURE, AGENT'S FILE NUMBER 42,466, EFFECTIVE DALE: JANUARY 13, 2004 AT 5:00 P.M., ISSUED BY CENTURY TITLE AND ABSTRACT, INC., 325 BELCHER ROAD, CLEARWATER, FLORIDA 33765, 727 - -797- 9033, FAX 727- 796 - 8718. SCHEDULE B -II ITEMS ARE /"' FOLLOWS: ITEMS 1 -11 NOT A MATTER SURVEY. ITEM 12 SUBJECT TO MATTERS REFLECTED ON PLAT OF J.J. MUGGS SUBDIVISION RECORDED IN PLAT BOOK 91, PAGE_ 40 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SHOWN HEREON. ITEM 13 NOT A MATTER OF SURVEY. ITEM 14 SUBJECT -TO RESER, ATIONS AND RESTRICTIVE COVENANTS CONTAINED IN WARRANTY DEED FROM MDC ASSOCIATES 81 -A, LTD., AND STEAK AND ALE OF FLORIDA, INC. DATED 10/25/84, RECORDED IN U.R. BOOK 5870, PAGE 1322, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SHOWN HEREON. ITEM 15 SUBJECT TO EASEML NT AGREEMENT BETWEEN GB ASSOCIATES, LTD. AND STEAK AND ALE OF FLORIDA, INC., DATE!.) 10/26/84, RECORDED IN O.R. BOOK 5876, PAGE 1420, PUBLIC RECORDS OF PINELLAS COI : rY, FLORIDA. SHOWN HEREON. ITEM 16 SUBJECT TO ACCE.: EASEMENT BETWEEN MRL #C -III, L.TD., AND STEAK AND ALE OF FLORIDA, INC., DATED 6/30/8'1' AS RECORDED IN O.R. BOOK 7036, PAGE 46, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AS MODIFIED BY INSTRUMENT DATED 12/24/97 AND RECORDED IN O.R. BOOK 10377, PAGE 554, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ITEM '17 SUBJECT TO A DISI 1.IBUTION EASEMENT IN FAVOR OF A FLORIDA POWER CORPORATION FROM STEAK AND ALE OF FLORIDA, INC. DATED 10/25/84 AS RECORDED IN OFFICIAL RECORDS BOOK 5922, PAGE 526, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BLANKET EASEMENT NOT SHOWN. 10. ELEVATIONS SHOWN HEREON ARE BASED ON "CAMPUS E ", PID AG0427, HAVING AN ELEVATION OF 70.89 FEET NORTH AMERICAN VERTICAL DATUM (NAVD) 88 AS POSTED ON THE NATIONAL GEODETIC SURVEY (NGS) WEBSITE. 11. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APP-ROXIMA-T:F__DIE\MFIF_R BREAST HIGH. SMALLER TREES, NON - PROTECTED SPECIES (INCI_UDiI`1G -S- �.T+AIN_JURISDICTIONAL AREAS (IF ANY) HAVE NOT- BE!_=:N MCATc_D. L 1 L l .,.. ,1 SEP 2 9 2004. � � � � IGINAL PLANNING & CEVF1 CPanPanEnl, PROJE.C1j: SERVICES KEY WEST GRILL { CITY OF CLE.IRWATEF, p p TYPE OF SURVEY: BOUNDARY / TOPOGRAPL I �IC U VE Y, ALTA/ACSM LAND TITLE SURVEY 11 F RE PARED FOR: DATE DATE NO. REVISIONS BOULDE " VENTURE SOUTH, LUC. ASSOCIAIES INC. P'RQFI ' S S I (ANAL S URVE YI NU LB 6113 2915 �:).R. 5901 SUIT 17 CLEARWATER, FLORIDA 33759 (72x1 X369 --0 5,22 CHECKED BY: ": CALE: DRAWN BY: JOB NO. SI--IEE T O.D.F. ,. 1" = 100' G.R.M: 01- -3221 ._ 1 OF�1 S ' f! 41_ ;z, r 3'I �7 Iz i 5C f V? ,I I ! I �I r II ,,,'.. I I , 1" ,I : , "- I: ';..., ;.1 1 11 1 . I_ L1, Inns r-1 to rS i, Of- , f-lAI :..': ... - I[ 7'. .. v- -- -_ - ESS, PARKING, IC 0 � ? ,lo,z47.99:.4785.___ ,�" a7�fi .,��� e�4a .��� � Ilrsl II I I 2680 GULF TO BAY BOULEVARD TREE LE GE Np 12' 12" OAK THEE - 12" ®= 12" WILLOW TREE 12" 12" MULBERRY TREE 12" = 12" PALM 'REF_ 12" '� = 12" BAY TPEE 12" 4 = 12" MAGNOJA TREE 12" ® = 12" CITRUS TREE 12" O = 12" EUCAL ?PTUS TREE 12" = 12" SYCAM.IRE TREE 12" q(= 12" PINE PEE 12" = 12" CEDAR 12" Q = 12" ELM TREE 12" = 12" MAPLE TREE 12 Q - 12" WAX MI'RTLE TREE 12" <4 = 12" OTIIER SPECIES 12" CI = 12" CYPRE:'S TREE 12" = 12" PECAN TREE 12" = 12" BOTP_f- BRUSH TREE 12" QQ = 12" CAMPHOR TREE 12" QQ = 12" CHINABERRY TREE 12" = 12" PERSIMMON TREE m 45.. 4 7 I ' S _OT ELEVATION I - 4so4 I �48.0 �_ - IE 40.90 AFPROx1M7 rE X13 oF�nNK BACKFLOW - -- _ BA K yy- - -- PREVEN TER - - 29 £ n� 45.s4 P. PREVE TER �+�� +/� " q ' 1' X 1' SIDEWALK EASEMENT --- 459 " O.h1.L V W 1 •�io IL U.N.L FCM 4 "X4" PRM 3502 - -- _ x.85 - 45.9 _--- - -- - -- � - .- -- .45:29:: - --; U 7�-- - __ -.�-�- 84;83 � --.� - � , -� 44.00 .19 4591 e" ^ 4 4572- �T " aq p GL a nq ' d. ".'. °- _ GV. iGL W.. a T13M NAIL IN POWER POLE KK - ^ yE _T -�- 45.64 45.56 d %E .__.- _- a _ °�. _ ELEV. = 44.90 46.315.9 ° a . ��45.92 45.80 -45.77 w y '�Z�__ _" li:n 45.41 ^. 45.36 FIR 5/8" LB 3913 FIh 44.28 4a -37, --- -- 45.62 .' 45.58 44. 44 43.40 46.32 ,, " 45.64 _ - _ _ r -- - c-. _ 43,8 48.33 45.85 45.77, ..,' a 4 , n . 45,35 45.14 v 45.21Y'f , F�4:25 _ 44.1296 ' 4.27 44.21 45-91 30 CURB INLET THROAT ELEV. = 43.71 GULF TO BAY BOULEVARD 120' R/W DATE _ I NO REVISIONS SECTION 1 M , TOWNSHIP 29 S., RANGE 16 E L E G E N D, T.V.M. ® = UNDERGROUND CABLE TELE.WSION MARKER ( r = UNDERGROUND TELEPHONE PAINT MARK TV11. = CABLE T"FWSIaI U77LITY BOX APPROXIMATE LOC- PCiI OF L: 1)ERGI?CUNO TUB, ;) -T.- LC T.r.1. Q- 1 �' er r P.P. o' = POWER i TELEPHONE CABLE W1TH TELEPHONE 01,11TY BOX O.H.L. - r--"' . = OVERHEAV LINES UNDERGROUND TELEPHONE CABLE_ WARNING MARKER X C.P. V = COMBINATION POLE (POK"HONE /CABLE TV) FP. AK = TELEPHONE POLE L.P. Or = LIGHT POLE F.O.M. 0 = UNDERGROUND FIBER OPTIC LINE WARNING MARKER F.H. TO UNDERGROUND FIBER OPTIC LINE. PAINT MARK C.L.P. ,tr = COMBINf1110N ct OGlIT POLE :F = GUY POLE w i - -= APPROXIMATE LOCARON OF UNDERGROUND WATER GP. gL LINE W RI FIRE HYDRANT, WATER VALVE & MEIER M.P. = MEICR POLE = WATER LINE PAINT MARK F-- = GUY WIRE --- R`W -4-4 -•RWL - - -- APPROXMAIE LOCATION OF UNDERGROUND REUSE WATER IA = ELECTRIC "ITILHY BOX (TRANSFORMER) LINE, REUSE WATER VALVE &METER = REUSE WATER LINE PAINT MARK PL = UNDERCHCUND POWER PAINT MARK - -- '- 6' CHAIN LINK FENCE' UNLESS OTHERWISE_' NOTED sr�-- - - -�<- -ice -�_ = ELECTRICAL. OUTLET ® = PARKING POST OR BOLLARD = ELECTRIC UTILITY BOX ® = PROPANE TANK CONC. - = CONCRETE Q = ELECTRIC MF.1Eft }x = DECORATIVE LIGHT ASPH L -�--1 1 = ASPHALT - -- 6 F = APPROXIMATE LOCATION UNDERGROUND POWER ONES F0.0. T. = FLORIDA DEPARIMENT OF TRANSPORTATION MQ = MONITORING WE11 SR.D, = STATE ROAD DEPARTMENT O.R. = OFFICIAL RECORD BOON( 0 = UTILIIY MANHOLE P.L-S = PROFFSSONAL LAND SURVEYOR ® = PEDF -Snvi CROSSNG SIGN LBO' = UOEII50 BU31NESS NUMBER TSB. ® = TRAF?Il ':`OPAL IRUTY BOX 01A = OVERALL DIMENSION T.S.P. = TRAFFIC :A(,WAL POLE P.O.C. = POINT OF COMMENCEMENT 31� LEB P.O.B. = POINT OF BEGINNING n n n s, �--� = RIGHTIERLINE -OF-WAY 1 =1MITERED ENO SEC17ON I - -- R/W = RIGHT TION WAY ELEV. = ELEVATION = FLARED END SECTION FIR o = FOUND IRON ROD = GRATE INLET FIP o = FOUND IRON PIPE = STORM SEWER PIPE & MANHOLE SR o = SET 112" IRON ROD & CAP LB.16113 S. V. &CO. FCM ❑= FOUND CONCRETE MONUMENT = SANITARY SEWER PIPE, MANHOLE; CLEANOUT & VALVE SN &O a = SET NAIL AND BRASS DISK LBfiIIJ R.CP. = RE7NFOR(,0 CONCRETE PIPE FN&O o = FOUND NAIL AND DISK = SANITARY LINE C.M.P. = CORRUGATED METAL PIPE P BF-ARINOISTANCE PER PLAT PAINT MARK PVC = POLY WNYL CHLORIDE (D) = BEARING/DISTANCE PER DEED DESCRIPTION O.I.P. = DUCTILE IRON PIPE V.C.P. = VITRIFIED CLAY PIPE (F) = BEARING/DISTANCE PER FIELD MEASUREMENT - ee} - -- G -9 ---o = APPROXIMATE LOCATION OF UNDERGROUND (D) BEARING /DISTANCE PER CALCULATION GV U.G.L GAS LINE W4TH GAS VALV>ti GAS METER TYPICAL SPOT ELEVATIONS & GAS LIRE WARNING SIGN -v. GL (IF 57IO'r11N) = BURIED GAS LINE PAINT MARK TOP OF CURB ELEV. 96.65 EDGE OF PAVEMENT ELEV. 96.18 Ts. = TRAFFIC SIGN FLOWONE OF CURB ELEV -lx ® = MAILBOX EDGE OF PAVEMENT ELEV, 96.18. GROUND ELEV. 95.2 -, COR = CORNER TOP OF CURB ELEV. 96.68 CROUND ELEV 95.2y, STY = STORY EDGE OF PAVEMENT ELEV. 96.18., X = XRISLNCRONAL x I CLF = CHAIN LINK FENCE _ IE = INVERT ELEVATION TOY OF BANK W/F = WOOD FENCE " - - ». -_ . - = TIE O - SLOPE J CETNTER 011E OF DITCH BLDG = BUILDING r MAS = MASONRY SCHEDULE 0-2 !7EM S/W = SIDEWALK CONC = CONCRETE _ -- PH = PLAT BOOK DR = DEED BOOR � 1 1 PG EP PAGE I G z% �1JL11� (TY7P) = TYPICAL � u 91W = SEASONAL HIGH WATER GOV = GOVERNME 'T FKA = FORMERLY KNOWN AS I -� I FIT = FENCE TIE i �� AhI�JINC, & DFEVELOPPv1EN1 SERVICES PROJE C'T: TYPE or SURVEY: BOUNDARY / TOPOGRAPHIC URVE Yq ALTAR /AGSM LAND TITLE SURVEY PREPAREDFOR: �... �. �,", �.,. �,. �.,. �,... ��..,. �m.., � ..,...�...�aw.�.� "..m.�..,_.�.• .«,.:s � � w► i _ RIP MONUMENT SIGN 11 "M f. 5, MONUMENT SIGN AREA CALCULATIONS DATA: SIGN FACE: 1 0'-3" X 6'-0" = 63 SQ. FT. SIGNAGE AREA ALLOWED 64 SQ. FT. FRONT ELEVATION MONUMENT SIGN ELEVATION 4 SIGN AREA CALIC5, 101 11 -oil 61M RIFT ELEVATION BUILDING FRONT SIGNAGE AREA CALCULATION DATA UNIT 101 `2 BUILDING FACADE AREA,: 22'-D" X 50'-8" SIGN AREA ALLOWED: 1, 1 15 X 6 % = 69.90 SQ. FT. SIGN AREA SHOWN: 60 SQ. FT. = 5.313 % (2.07% OF OVERALL FACADE) UNIT 102 SIGN AREA SHOWN: 4 SQ. FT. BUILDING FACADE AREA: 1 e'-O" X 24'-e" SIGN AREA ALLOWED: 444 X 6 % = 26.64 SQ. FT. SIGN AREA SHOWN: 26.0, SQ. FT. = 5.135 % (0.139% OF OVERALL FACADE) UNIT 1 03 SIGN AREA ALLOWED: 410.67 BUILDING FACADE AREA: I 13'-D" X 24'-B" SIGN AREA ALLOWED: 444 X 6 % = 26.64 SQ. FT. SIGN AREA SHOWN: 26.D SQ. FT. = S.85% (0.139% OF OVERALL FACADE) UNIT 104 BUILDING FACADE AREA: I B'-B" BUILDING FACADE AREA: 411'-8" X 22'-01' SIGN AREA ALLOWED: 895 S.F. X 6 % = 53.613 SQ. FT. SIGN AREA SHOWN: 41.33 SQ. FT. = 4.60 % (1.43% OF OVERALL FACADE) OVERALL BUILDING FRONT FACADE AREA: 2,8913 SQ. FT. BUILDING REAR SIGNAGE AREA QgLCULATION DATA UNIT 101 `2 F BUILDING FACADE AREA" SO'-O" X 22'-0" SIGN AREA ALLOWED: 11,1 1 0 X 6 % = 66 SQ. FT. SIGN AREA SHOWN: 4 SQ. FT. = 0.30 % (b. 1 4% OF OVERALL FACADE) UNIT 102 BUILDING FACADE AREA: I B'-B" X 22'-0' SIGN AREA ALLOWED: 410.67 X 6 % = 24.64 SQ. FT. SIGN AREA SHOWN: 4 SQ. FT. = 0.90 % (D. 1 4% OF OVERALL FACADE) UNIT 103 BUILDING FACADE AREA: I B'-B" X 22'-0" SIGN AREA ALLOWED: 410.67 X 6 % = 24.64 SQ. FT. SIGN AREA SHOWN: 4 SQ. FT. = 0.90 % (0.1 4% OF OVERALL FACADE) UNIT 1 04 BUILDING FACADE AREA: 401 -0'1 X 22'-0'1 SIGN AREA ALLOWED: 480 S.F. X 6 % =- 52.8 SQ. FT. SIGN AREA SHOWN: 4 SQ. FT. = 0.80 % (. 1 4% OF OVERALL FACADE) OVERALL BUILDING REAR FACADE AREA: 2,1301 SQ. FT. REAR ELEVATION 5IGNAGE CALCULATIONS 5IGNAGE LOCATION SfG3N LOG,4 w 'll I I Lp�_ �a40A-W 1OZ" ST.WWAM IM � 41 �W 2B5 GULF TO MAY BLEVARD STATE ROAOD U60 uv./. TION PLAN hl 11j' V EI DEC 0 3 2004 PLANNING DEPAI?fl'MENT CI1Y OF CLEAR FR ARCHITECTURE PLANNING INTERIOR DESIGN z Q U) W _j z D 0 Z > �gg%g z Lyman Davidson w M, Dooley, Inc. 0 '111 5201 W. Kennedy Blvd. ag, g Suite 501 Fad a� Tampa, FL 33609 813.288.9299 t 813.288.8046 f 0 Iddi-architects.com 0 ATLANTA NASHVILLE W TAMPA FT, COLLINS z 41-g0g, a L�" A 12/2104 D i Ag F LUM < kfg5 1�11.­ A221", 0 t "xL P4 0 1 UJ .M R, 0' L Z.- a kit < a 0 . . . . . . Uj U)'n LU 0' 0" z < it ZA" 0 M, w M < < 0 z elf �g W 0 w U D �W 0 < 0" W 0 C) KEY WEST RETAILS GULF-TO-BAY BOULEVARD CLEARWATER, FL BOUDLER VENTURE 2226 SR 580 CLEARWATER, FL EXTERIOR ELEVATIONS 304049A101 304048 COK LDI 201 111/11/04 `2 F IV ARCHITECTURE PLANNING INTERIOR DESIGN z Q U) W _j z D 0 Z > �gg%g z Lyman Davidson w M, Dooley, Inc. 0 '111 5201 W. Kennedy Blvd. ag, g Suite 501 Fad a� Tampa, FL 33609 813.288.9299 t 813.288.8046 f 0 Iddi-architects.com 0 ATLANTA NASHVILLE W TAMPA FT, COLLINS z 41-g0g, a L�" A 12/2104 D i Ag F LUM < kfg5 1�11.­ A221", 0 t "xL P4 0 1 UJ .M R, 0' L Z.- a kit < a 0 . . . . . . Uj U)'n LU 0' 0" z < it ZA" 0 M, w M < < 0 z elf �g W 0 w U D �W 0 < 0" W 0 C) KEY WEST RETAILS GULF-TO-BAY BOULEVARD CLEARWATER, FL BOUDLER VENTURE 2226 SR 580 CLEARWATER, FL EXTERIOR ELEVATIONS 304049A101 304048 COK LDI 201 111/11/04 E q) d Q cu �t rn cU Q� Q v 0 CD Cu CD O v / 11.1 IJ 1 in co W J H Q w ry h -- M w 3 W Y �,D Ln U7 0 M LIGHT FIXTURE, SEE FIXTURE SCHEDULE FOR ACTUAL TYPE. PRESTRESSED CONCRETE, SQUARE, TAPERED POLE, I �-- HAND HOLE CL 18" AFG HANDHOLE; SEE SCHEDULE, CONTRACTOR IS TO PROVIDE IN —LINE BUSSMAN TYPE HEB WATERPROOF FUSE HOLDERS WITH FNM /FNQ FUSES, FUSE EACH LUMINAIRE SEPARATELY. FUSE AT 125% OF OPERATION OR 18 „ MAX STARTUP CURRENT, WHICHEVER IS GREATER. I GRADE- -,, - NJ 1 �} 2! 24” MIN, F 3/4" PVC MIN. (SEE _ SITE PLAN FOR SIZES) Ll#4 BARE CU GND, WIRE LENGTH AS REQUIRED TO 3/4" X 10' ACHIEVE WIND LOAD IN GND, ROD (DRIVEN) NOTE D. (MINIMUM 6' -0 ") BACK FILL HOLE WITH CONCRETE PARK, I.NG LOT. CONCRETE PULE DETAI L SCALE: NONE NOTE: EXTERIOR LIGHT POLES A. AT EACH POLE LOCATION, THE: CONTRACTOR SHALL PROVIDE A 3/4" X 10' COPPER CLAD GROUND ROO CONNECTED BY A #4 BARE COPPER CONDUCTOR CAST INTO THE CONCRETE POLE. EQUIPMENT GROUNDING CONDUCTORS SHALL ALSO BE OONDED TO THE GROUND ROD. B. ALL POLES ARE TO BE PROVIDED WITH HAND HOLES (MINIMUM 4" X 6 "). C. PROVIDE ALL HARDWARE NECE >SARY TO COMPLETE THE INTENDED INSTALLATION, D. CONTRACTOR WILL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY CONFORMANCE OF EACH ENTIRE.POLE AND FIXTURE ASEMBLY TO THE FOLLOWING STANDARD, A. 130 MPH IN ACCORDANCE: N"TH CALCULATIONS DICTATED IN THE: FLORIDA BUILDING CODE:, 306 -1.1 AND ASCE 7 -98. E. CONCRETE PQLES TOTAL LENGTH SHALL BE IN ACCORDANCE WITH DETAILS.AND FIXTURE SCHEDULE AND BE CONSTRUCTED OF 4,000 P`:I REINFORCED CONCRETE. F. ALL WIRING ASSOCIATED WITH Ir,E PARKING LOT LIGHTING WILL BE TYPE XLP— USE —RHW2 COPPER CONDUCTORS, LISTED FOR DIRECT BURI`- G. A HANDHOLE SHALL BE INSTALLED AT EVERY POLE LOCATION WHETHER OR NOT INDICATED ON THE DRAWINGS. THE HANDHOLE SHALL BE SIZED TO CONTAIN ALL FUSE HOLDERS, CONNECTOR KITS AND GROUND ROD. FIXTURE SCHEDULE II ' 11 1, I; I, II /, 1 ri I? rr I, %1 ,1 l; I� I' I1 ;, i' f' I II 1� i' e- ..-TS -:air ,wcm •relxwz3j aar o' :« «:o» n Ir l; I' I I; 1 ;l I; 1 I, I' 1' I l l I I i' i I l lj I l i! .l 1 I, 11 I, �I . I t :5931 b LA ..__. _. FIR 7' L (lc.. — — a», — — — — — — — — >nM,. — »» ».. <...... >.a ------ - - - - -- - -- � I I I I I 201 BUILDING SEIBACK 111NE I I 1 - - -, - -- ----------- _ i l 1 I I __ - - - -• CONCRETE FI_Ur'nE �� i � I �; C� ..- �,3,•_, II 1 ;�t Si cg i I 11 `r 41 K I - -- ! - I I I • x Q . r r � I . I tl I I I I f !l I I f, II I I 1; 1� !' ---------------------------- - - - - -- ------ ._.,.._., Il i I li It I ' i 1 II i a � , 'r, I 1, I II II I { ii ii I I u ' II I i I ; I I I if ii i u I I� r-°"-'---"__._._.'--'-__..........._,..._..'""... _- ,..,......__......_........._ 1 / I , •' /�' r ill i ii it ii it _ _ I i ;z � I X71 / ; i I ; - _ ... _ - '- __ _. _ .._ -. -_ - -_ -. -. _` 4 +---�� _i -� .. • r � i �l, 1'x,1 I P. ,I i ter-.., . -• - .,-• I \li. I - c -- J (., aTC�r�n�,r�f���� r� rao�c� IL I r 25' BUILDING, '�f:TQACI< LINE — .._...._ 1 r '• - i I - r � , I c I I - _J1 1 I r i — P I ! ,r,ms caw: >xrre lawn: -a >m. Tw-; A�-^: Wti�- RR,?^ nr::: waa> �a�_- sm_, aasc_-..-<•: axr- a�•+ f_..^`'°-- .�!'= ':^.•°»>iCawlfx�ev._.cx< zn��:^mvrac. Jrssc'E's5 _':i <fa�e. rid c — �,<•�r y• +�S! »>�_•`}�_�w_ z«>. :, Y..... .5'�'J�'ra.._..— `ec31'N_�a^?Y:, ... ] -i -' <4 , II w/ �}<•li r 11 _ ____. __•-_. - -r6 -- .__.. ._..__- __- _•- '_ --__. _ - __ ___...._ -,..__ I .Fj - N (CIS L1�'rVC I�r. _VfaY4_, I I SYM, LAMPS MTG. REMARKS S1 (1) GLA- -1000 MH-3 ARM MOUNT CONCRETE POLE 1000W MH SHOEBOX SITE LIGHT. N ELECTR I CAL SITE PLAN_ SCALE: 1 "= 20' —O"