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FLS2006-08057A 0 Clearwater \.?... \.r 4.a.nM 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets `)&- SUBMIT APPLICATION FEE $ `U_ ,W ,0 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: PCM LLC MAILING ADDRESS: 404 MLK Jr. Avenue South Clearwater_FL_ 3375_6_ _ PHONE NUMBER 727-458-4528 CELL NUMBER PROPERTY OWNER(S): -Same List ALL owners on the deed AGENT NAME: Keith E. Zayac, P.E., RLA MAILING ADDRESS: _Keith Zayac & Associates Inc. 701 Enter rise Road Ste 404 PHONE NUMBER: 727.793-9888- -- --- FAX NUMBER: 727-793-9855 CELL NUMBER E-MAIL ADDRESS: kelthaa.kelthZa? Harbor; FL 346951 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Post Card Marisa PROJECT VALUATION: $ 6 M STREET ADDRESS 2145 Sunyn dale Blvd ' Clearwater' FL 33756 --- -- -- - -- ------- ------- -- - PARCEL NUMBER(S): 01-29-15-16489-000-0022 ------ ------- --- --- - ....... PARCEL SIZE (acres): 2.58 PARCEL SIZE (square feet): 11269-9.50 -- --- ------- -- -- --- - - - - - --- -- -- '....--- - -....------.----- LEGAL DESCRIPTION: See Attachment A PROPOSED USE(S): - manufacturing and office DESCRIPTION OF REQUEST: Specifically identify the request .. ...... ... See Attachment B (include number of units or square ...--- ee-._...-...._.....-._......-._.___......__. footage of non-residential use and all requested code deviations; e.g. _........ -- ..__.....__....-- reduction in required number of _.........____._..._.....___..._....._..___........_.._.--..__..___..__.._..__....._......__....... parking spaces, specific use, etc.) Page I of7 k i 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _x- (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) 1 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) tC Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Attachment C 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. See Attachment C 1 The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See Attachment C 4. The proposed development is designed to minimize traffic congestion. See Attachment C ------------ --- 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See Attachment C 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See Attachment C Page 2 of 7 A i. • 0 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) I? Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City. of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) rQ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stomwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable AC NO LEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor _ elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) Hp; SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; `151'; 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; Jl ,,; TREE INVENTORY; prepared by a "certified arbonst", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; Q LOCATION MAP OF THE PROPERTY; O PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; 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; Page 3 of 7 :. 0 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ?t Ap: IA` SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interpr landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); _ Location of all landscape material; Location of all onsite and offsite stonnwater 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: 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; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; - Building and structure heights; Impermeable surface ratio (I.S.R.); and - Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 %X 11); EXISTING REQUIRED PROPOSED 112,699.50 sf ( 2.58 ac) 20,000 sf 112,699.50 sf 21,730 sf manuf. / 73,254 sf / 21,730 sf manuf.; 22,814 sf off. 43 65,048 sf see attached survey 23 ft ._..------------ 0.57 0.19 102 95,795 sf 50 It 0.85 -------?-- -- - - .......... 0.65 169 74,401 sf 50 ft 0.66 0.40 FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel, All open space areas; Location of all earth or water retaining walls and earth berms; - Lot lines and building lines (dimensioned), Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs, Page 4 of7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ]ti LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles, Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched 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. I,/ d,, REDUCED COLOR LANDSCAPE PLAN to scale (8% X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) BUILDING ELEVATION DRAWINGS -with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. fl_ REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) All EXISTING freestanding and attached signs, Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. 1Q_ All FROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. Page 5 of 7 • 0 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562.4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. A Ll Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): ?v Traffic Impact Study is included. The study must include a summary table of pre- and posFdevelopment levels of service for all ?'- roadway legs and each turning movemenl at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. fl j Acknoledgement of fire flow calculations/water study requirements (Applicant must initial one of the following). , Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. d ,r Sig ture of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworno and s scribed before me this z day of A.D. 20 to me and/or by NMI, a who is personally known has produced "?- - as ideeentttification(.. Notary public, My commission expires: BRENDA COLEY Notary Put?lic -State of Fbrida • 3?1y Commission Expires May 16, 2011 Page 6 of Commission X DO 552855 ',n Bonded By National Notary An 0 0 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: PCM LLC 2. That (I am'we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2145 Sunnydale Blvd., Clearwater, FL 33765 3. That this property constitutes the property for which a request for a: (describe request) Existing 20,801 sf existing manufacturing; 22,814 sf office, 154 space parking garage, 15 ft front setback to pavement 4.. That the undersigned (has/have) appointed and (does/do) appoint: Keith E. Zayac, P.E., RLA as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition, 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to vi it and photograph the property described in this application; 7. athity, hereby certify that the foregoing is true and correct. That (1/we), the ersigned t r Owner Property Owner - --Property Owner - ---- ?? --- Property Owner -`-` STATE OF FLORIDA, COUNTY OF PINELLAS of thi id -d da f F y lor a, on s C> Before me the undersigned, an officer duly commissioned by th T?laws of the State o -? personally. appeared v L1?Ci? who having been first duly sworn _...-...- -.- Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. tlIE?,r?s? t rr`: Notary lic Si nalur NO - Notary Seal/Stamp "----- - My Commission Expires: __ -1------ / -/ -- - Page 7 of 7 ATTACHMENT A LEGAL DESCRIPTION LOT 2, LESS THE WEST 450.75 FEET THEREOF OF CLEARWATER INDUSTRIAL PARK REPLAT, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 71, PAGE 91, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF SUNNYDALE BLVD. AS VACATED BY ORDINANCE NO. 21751 RECORDED IN OFFICIAL RECORDS BOOK 5089, PAGE 62, LYING SOUTH OF THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF LOT 2 AND WESTOF THE NORTHERLY EXTENSION OF THE EAST BOUNDARY OF LOT 2. ATTACHMENT B DESCRIPTION OF REQUESTS Reduction in front pavement setback from 20 feet to 15.0 feet. Comprehensive Landscape Plan application to reduce foundation landscaping. 0 r ATTACHMENT C GENERAL APPLICABILITY CRITERIA RESPONSES 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed development includes the addition of a parking garage and office space to the rear of the existing building. The surrounding character of adjacent and surrounding properties is industrial in nature with office and manufacturing uses. The heights of the buildings vary but appear to be within the maximum 50 ft height requirement. Landscaping and buffering is minimal in surrounding developments which were developed prior to current code requirements. The proposed development maintains the existing manufacturing building in the front of the property and adds an enclosed parking garage and office headquarters relocated from MLK, Jr. Avenue. The existing landscape buffers are substantially increased in the front and. side of the property in excess of code required minimums. The non-conforming rear driveway is being removed and replaced with an emergency grassed access for emergency vehicles. There are no variance requests for height or building setbacks which maintain a building envelope within the scale and bulk of surrounding properties. 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. The proposed development maintains the same manufacturing use of the existing building and adds additional office space. The value of the property is increased by approximately $6.0 million. The current parking areas and driveways that are in disrepair will be resurfaced and parking enclosed in a parking garage. Landscape buffers around the existing building will be increased and additional landscaping added. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The addition includes relocation of the substandard surface parking into an enclosed parking garage increasing safety for the work staff. The existing sidewalk along Sunnydale Blvd. which is in disrepair will be fixed and a handicapped access from the site added to connect to the Sunnydale Blvd. sidewalk. No additional access points are proposed to the site or a change of manufacturing use. 4. The proposed development is designed to minimize traffic congestion One of the major purposes of the project is to add additional parking spaces for the use of the employees, which will exceed minimum code. This will provide • 0 adequate on-site parking for the project. The existing nonconforming surface parking spaces are being redesigned or removed and relocated to a conforming surface lot in the front of the project along Sunnydale Blvd. and into an enclosed parking garage behind the existing building. The rear access from Calumet Street is being redesigned to be an emergency access. The existing driveway along Sunnydale Blvd. is being maintained in the current 24 foot width. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The existing community character of the immediate vicinity is industrial, research and technology. The proposed project maintains the existing industrial use and adds an office headquarters which is consistent with the surrounding character. 6 The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts. The project maintains the existing manufacturing building which is fully enclosed. The proposed construction adds an enclosed parking garage which provides screening for the additional parking and also the existing loading docks. The parking garage will also provide some additional sound buffering from the loading area which is now outside. The landscape buffers along the front and sides of the project are being substantially expanded and additional hedge and tree plant materials added for visual and acoustic screening around the surface parking lot and access drives. 0 0 Ckarwater Planning Department 100 South Myrtle Avenue Clearwater; Florida 33756 Telephone: 72762-4567 Fax: 727-562-4865 [S SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ;,n]- SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - PI arts and application are required to be collated, stapled a nd folded i nto sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: ATOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTIONW ITH ACOMPLETE LEVEL ON E OR LEVEL TW O APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 03/29/2006) PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: lac ?`'t _ _ --- _ -- --- - - MAILING ADDRESS: ??.t.. iy ?? < °?u:}f t ?I r4 L ???-F:-- 1. PHONE NUMBER: CELL NUMBER: PROPERTY OW NER(S): ....-_--------- --- -- ---- ._.._..._.--------....._. List ALL owners onthe deed AGENT NAME: MAILING ADDRESS: G' t PHONE NUMBER: -J r°.`_ FAX NUMBER: CELL NUMBER: E-MAIL ADDRESS: 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed ordev-Roped on the parcel proposed forthedevelopment. 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 rrnimum landscape standards. C.Occumenfs and SetfingsWerek.fergusonDeskloplnewplanningfileslCorrprehensive Landscape Program 2004.doc Pagel of 2 0 2- LIGHTING: is 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. 3. COMMUNITY CHARACTER: The landscape treatment pro posed in the Co mpr ehe nsi ve Landscape Program wi I I enhance t he community character of the City of Clearwater. 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 oicinityof the parcel proposedfor de,elopment. 5. SPECIAL AREAOR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comtehensive Landscape Program is consistent with any special area or scenic corridor plan which the City ofClearwater has prepared and adopted for the area in which the parcel proposed for de,elopmentis located. .?? •' 1, ."? THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations madein this application are true and accurate to the best of my Imowledge and authorize City represerdati,.es to.,,;usit and photograph th e,15r op erty described in this a.ppl i cati.o n r Signatdre of propertyowner or representati,.e STATE OF F LORIDA, COUNTY OF PINE,LLAS Sworn to ands ubscribed before me this day of f A.D. 20_ i Ito me and/or by f. r? ' .. '??{, who is personally !mown has produced as ide Mificati on. -Qj r BRENDA COLBY _ _ ? , _?_ ? ' ? ? ?'ry`P,utilic • State of Fbride Nolarypublic, _' :' M m ionxpTres?kay16,2C Mycomrrissioo ewes: =; A:' Commssion # OD 552855 C:tOccurnenfs and Settings Werek.fergus onDesktoplnewplanningfileslCorrprehensive Landscape Program 2CLb6.doc Page 2 of 2 0 • EXHIBIT A COMPREHENSIVE LANDSCAPE PROGRAM 1. ARCHITECTURAL THEME: b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The existing landscaping is currently deficient in regards to the front pavement setback (5.50 ft) and west side pavement setback (0.00 ft). In addition there currently is no foundation landscaping along the sides and rear of the existing building. In addition, the existing landscaping along the 5.0 ft front foundation landscaping planting area and surrounding buffers is minimal. The proposed landscape package requests removal of the existing front foundation landscape planter and expansion of the proposed front landscape buffer from 5.50 feet to 15.00 feet. Additional hedges, mass shrub plantings and canopy trees will be added to the buffer to screen and enhance the Sunnydale Blvd. frontage. The west side parking pavement will be removed and replaced with a foundation planting hedge and palm trees. In addition, a normally dry stormwater pond will surround by a proposed hedge and existing/proposed canopy trees. The east side and rear buffer areas will be enhanced with a proposed hedge and augmented by canopy trees. The existing rear paved driveway within the required buffer area will be replaced by a stabilized grass emergency access screened by a proposed hedge. 2. LIGHTING: Any lighting proposed as apart of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. The proposed and existing lighting will be attached to the existing and proposed buildings. The nature of the business will require lighting during the second shift operations and will be automatically controlled to a reduced level the remainder of the night to security levels. 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. The site is located within an existing industrial park that is characterized by several older developments with little or no landscaping or buffering 0 associated with the individual sites. The proposed development will be significantly enhanced by the proposed upgrading of the existing plant material as well as substantially more buffer areas around the project. In particular the currently 0.0 ft west side buffer will be expanded to a minimum of 25.8 feet which exceeds current code. The improvements will set a positive example for existing businesses to follow and proposed developments to emulate. 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The proposed landscape treatment will have a significant positive impact to the site by removing existing substandard landscape buffers with little or no vegetation and replacement with code compliant buffers. In addition significant plant materials will be added to screen and enhance the site along the front and sides. The property values of the project site and immediate vicinity will be increased by the visual impact and appeal compared to the substandard and minimal landscaping of surrounding properties. 0 Tree Inventory Post Card Mania Clearwater, Florida August 26, 2006 Prepared by: Alan Mayberry, Consulting Arborist For: Keith Zayac & Associates, Inc. The following report is submitted by Alan Mayberry, Consulting Arborist, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have. no interest personally or financially in this property and my report is factual and unbiased. This report is the property of Keith Zayac & Associates, Inc., and will not be given to other entities unless so directed. Tree Canopy Analysis and Preservation Strategies The subject property is currently a commercial site and. the tree canopy consists of trees that have been planted for landscape purposes or young trees that have recruited naturally along the. neglected east and west property lines. The predominant species is the laurel oak (Quercus laurifolia) and Chinese tallow (Sapium sebiferum) that were used in landscape buffers to meet.landscape requirements. The Chinese tallow was a popular tree in the 1970's and early 80's but is now recognized as an undesirable tree and is on the Florida Pest Plant Council's Category one list for invasive exotic trees. Consequently, state statutes requite removal of this tree if redevelopment occurs. In addition, there are numerous Brazilian pepper trees (Schinus terebinthefolius) on this site that will be required to be removed for the same reason. The best opportunity for. tree preservation is for trees located on the east side of the existing ditch that traverses the east property line from north to south. These trees are helping to stabilize the ditch bank and their root systems should not be impacted by the site development. Additionally, there are several trees in the landscape buffers and outlying areas of this site that are worthy of preservation but some of these trees will need remedial work or increased rooting areas before preservation should be considered. The following tree inventory makes specific comments relative to the potential for tree preservation for individual trees. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the data used in the inventory: Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. Size - Tree size is a measure of the tree's trunk diameter measured.at 4.5' above grade. If there is a fork in the trunk at that point the diareter is measured at the narrowest area below the fork. Palm species are measured in feet of clear trunk (C.T.). Species - Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition.Rat U - The condition rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included bark. Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A'tree with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearance and any unique features. The rating scale is 0-6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. 2 - A tree exhibiting serious structural defects such as codominant stems with included bark at or near the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems. A tree with a rating of 42 should be removed unless the problem(s) 0 can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with average structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codommant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon have included bark can be included as a #3. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are riot debilitating can be included in this. group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 - A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a 45 rating is worthy of significant site plan modification to ensure its preservation. 67 A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. NOTE: A tree inventory is typically valid for 3-5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. . • i Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees rated 4.0 and higher should be preserved. if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not 'to the extent that site plan modifications are necessary. When work of an arboricultural nature is recommended in the inventory it should be performed directly or under the supervision of a competent International Society of Arboriculture (ISA) Certified Arborist. This tree inventory was conducted on August 26, 2006. The weather was overcast but with.good visibility. Per City of Clearwater requirements the tree inventory will provide specific information in the comments section as, justification for each tree with an overall condition rating of 2.5 or, below. Additional comments for trees rated 3.0 and greater are provided as necessary. Tree Inventory Tree # Size Species Ratiniz 1. 17" laurel oak (Quercus laurifolia) 3.0 Comments: This tree is growing in a four feet wide landscape buffer located between the sidewalk and edge of pavement. The tree is causing damage to the asphalt and sidewalk and should only be preserved if additional rooting area can be created. In addition, there is a :rack of utility wires overhead including a primary wire and the tree will have to be pruned regularly by the utility company to accommodate the wires which will affect its aesthetic value. Recommend preservation only if the buffer can be widened to accommodate the expanding root system. 2. 10" laurel oak 2.0 Comments: This tree has low live crown ratio, dieback in the upper crown, thinning foliage and below average structure and form. Recommend. removal. 3. 16" laurel oak 2.5 Corrunents: This tree has poor structure, minor dieback, below average live crown ratio, and has cankers from previous flush cuts. Recommend removal. 4. 15" laurel oak 3.5 Note: Trees #5 - #18 are all located on east side of an existing ditch,and if the ditch will remain in the proposed development their root systems will not be affected. These trees can be preserved unless noted as a hazard. 5. 11" green ash (Fraxinus pennsylvania) 2.5 Comments: This tree has a four inch bark inclusion six feet above grade in the crotch of two scaffold branches that support the entire crown. This defect can easily be corrected through structural pruning (a specialized. pruning performed by someone who has had the requisite training). This tree is otherwise healthy and will evolve into a good tree if the maintained properly. Note: This site plan shows, palim species by diameter inch instead of clear trunk and as the City of Clearwater code protects palms with 10' of clear trunk or greater, only those palms will be inventoried. 6. 11' CT sabal palm (Sabal palmetto) 4.5 7. 10' CT sabal palm 4.0 8. 7" live oak (Quercus virginiana) 3.0 Comments: This tree is one sided but is healthy and has above average structure. 9. 1.2" multi stem coastal plain willow (Salix caroliniana) 2.5 Comments: This is a multi-stem tree and is competing with an adjacent oak tree; however it is stabilizing the bank and could be preserved due to its location on the east side of the ditch bank. 10. 14" laurel oak 4.0 11. 8" laurel. oak 2.5 Conunerits: Trees #11 and #12 are located on the slope of the creek bank, are one sided, have average structure but are recommended for preservation due to their location on the ditch bank and the stabilization they are providing. However, in the future they may have to be removed if erosion occurs and undermines their root systems. 12. 8" laurel oak 2.5 Comments: See note above for tree #11. t°',. • 13. 11' CT sabal palm 14. 15" laurel oak • 3.0 3.5 15. 8" live oak 3.0 Note: There is a large stand of Brazilian peppers on the east side of the creek that may be required to be removed. 16. 14" black cherry (Prunus serotina) 2.5 Comments: This tree is covered with grape vine, has poor overall form, average structure and live crown ratio. This tree will evolve into a good tree if the grape vine is removed and it is maintained properly. 17. 8" black cherry 2.0 Comments: The crown of this tree is saturated with vines on both sides. It has low live crown ratio and below average structure. Recommend removal. 18. 13" laurel oak S Comments: This tree has a one sided canopy going to north. It has vines present and codomiriant crotches in the upper crown. However, it could be preserved due to its location on the east side of the ditch. 19. 9" laurel oak . 2.0 Comments: This tree has poor form, a tight restricted crown and a vine infestation. Recommend removal.. 20. 5" laurel oak 0.5 Comments: This tree is nearly dead. Recommend removal. 21. 10" wax myrtle (Myrica cerifera) 1.0 Comments: This tree is covered with vines, and the top has broken off. Recommend. removal. NO'F.E: Trees #22 - 25 are co-joined at the base as co-dominant trunks.. Recommend removal due to the high potential for future failure. 22. 12" laurel oak 2.5 `, 4 } 0 0 Comments: This tree is one sided, h.as.average live crown ratio, below average form, and poor structure. Recommend removal. 23. 6" laurel oak 1.5 Comments: This tree is located. in between two trees, has a tightly restricted crown, and poor structure due to the basal co-dominant attachment. Recommend removal. 24. 15" laurel oak 2.5 Comments: This tree has a basal co-dominant attachment with the other trees, and is recommended for removal due to poor structure. 25. 5" laurel oak 1.5 Comments: This tree has a tightly restricted crown, no. branch spread, low live crown ratio, poor form and structure. Recommend removal. 26. 12" laurel oak 2.0 Comments: This tree is covered with vines, has very poor structure with a codominant crotch 10' above grade and has low live crown ratio. Recommend removal. 27. 9" laurel oak 2.0 Comments: This tree will soon form a basal co-dominant attachment, has poor structure, is one sided with average live crown ratio. Recommend removal. 28. 13" laurel oak 2.5 Comments: This tree has poor structure, average live crown ratio and some vine coverage. Recommend removal. 29. 7" laurel oak 2.0 Comments: The central leader of this tree has broken off. The form, structure and live crown ratio are below average. Recommend removal. 30. 13" laurel. oak 10 31. 6" black cherry 1.0 Comments: This tree is saturated with vines, has low live crown ratio, poor form and structure. Recommend removal. 32. 10" laurel oak 3.0 33. T' water oak (Quercus nigra) 2.5 Comments: This tree is one sided, has a tightly restricted crown, is growing between two larger trees, and has a vine infestation. Recommend removal. 34. 18" laurel oak 3.5 35. 10" laurel oak 3.0 36. 5" water oak 2.5 Comments: This tree has low live crown ratio, a restricted crown, is covered with vines, and has poor form. Recommend removal. 37. 4" sweet gum (Liquidambar styracii lua) 3.5 38. 6" sweet gum 4.0 39. 13" laurel oak 3.0 40. 12" live oak 2.5 Comments: This tree is one sided and the leader bends to the south. It has average live crown ratio and structure with below average form. This tree would evolve into a good tree if maintained properly, otherwise recommend removal. NOTE: Trees #41 - 44 are co joined at the root collar and are co-dominant to one another. Trees with this type of attachment have a high potential for future failure. This condition is essentially impossible to correct, consequently these trees are recommended for removal due to poor structure. 41. 10" water oak 2.0 Comments: See note above. 42. 14" water oak 2.0 Comments: See note above. 43. 9" live oak 1.0 Comments. See note above. 44. 13" laurel oak 1.5 . Jr , 0 ! Comments: See note above. 45. 29" water oak 2.5 Comments: This tree has a spectacular crown of 360 degrees with beautiful form and . high live crown ratio; however, it has very poor structure. This tree has a severely included crotch 5' above grade in the scaffold branches that support the entire crown. The area below the crotch has the bulging present on the trunk that indicates the presence of internal cracks that could lead to future failureAn addition, the tree is showing some internal decay around the root collar evidenced by fungus fruiting bodies. This tree has a beautiful appearance but has a relatively short life span and may only afford aesthetic amenities for another 20 - 25 years. If preserved this tree should be cabled and braced (an. arboricultural technique where steel rods and cables are installed in the tree to strengthen weak areas) per ANSI standards. In addition, the tree should have a rooting area equal to its crown spread to preserve the aesthetic benefit of the crown and to have an adequate rooting area as the water oak is sensitive to root loss. NOTE: Tree # 46 is one of several Chinese tallow trees (Sapium sebiferum) that are in the Category #1 list of invasive exotic species recognized by the Florida Pest Plant Council as such they are required by state law to be removed; therefore, all Chinese tallow trees will be designated "0" and recommended for removal. 46. Chinese tallow (Sapium sebiferum) 0.0 Comments: Invasive exotic, recommend removal. 47. 24" slash pine 5.0 Comments: This tree is the best tree on the site and should be preserved with a rooting area at least as large as its crown spread. 48. 5"& 6" twin Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 49. 5" Chinese tallow 0.0 NOTE: * indicates off site trees and therefore can not require removal but must be protected during construction. 50. *30" Chinese tallow 0.0 51. * 14" Chinese tallow 0.0 52. 10' CT sabal palm 3.5 s j f • 0 53. 8" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 54. 9" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. NOTE: This site has a Salix wetland composed of the coastal plain willows (Salix caroliniana) which was riot surveyed, as individual trees. The trees may be under 4" diameter. If this wetland is not to be impacted by development it will not need to be inventoried. However, if development will cause the removal of the willow trees they should be surveyed to determine if protected trees exist and then inventoried. The area was under water due to its low elevation and recent heavy rains. 55. 15" laurel oak (1 56. 16" laurel oak 1.5 Comments: This tree has extremely low live crown ratio as 65% of the crown is dead; therefore, recommend removal. 5'7. 18" laurel oak 2.0 Comments: This tree has a thinning crown, average form and poor structure in the form of a co-dominant stem with included bark four feet above grade. Recommend removal. 58. 22" laurel oak 2.5 Comments: This tree has a co-dominant trunk with included bark 4' above grade. It has dieback in the center of the crown and below average live crown ratio. The tree is healthy and could be preserved if it is cabled and braced and maintained properly in the future. 59. T' Chinese tallow 0.0 Continents: Invasive exotic, recommend removal. 60. 10" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 61. 12' CT sabal palm 3.5 Conunent: Part of the root collar is on top of the curb. 62. 4" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 63. 5" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 64. 10" live oak 3.0 NOTE: Tree should be removed unless the curb is removed as the root collar has no room to expand. 65. 12" live oak 2.5 Comments: This tree has a co-dominate trunk four feet above grade, and below average live crown ratio. The tree has also suffered from previous incorrect pruning including stub and flush cuts. However, the tree could be preserved if structural pruning is performed and it is maintained properly thereafter, otherwise recommend removal. 66. 23" laurel. oak 2.5 Comments: The main crotch of this tree that supports the entire crown has scaffold branches that are included. On the north side there is a severe bark inclusion, additionally on the southeast side a bark inclusion is present with a raised area indicating internal cracking. Roots have also been scarred from lawn equipment which will result in some decay although it should not be debilitating if this practice ceases. In the interest of public safely this tree has been down graded due to poor structure; however, it is healthy and has good form and could be preserved if the developer is willing to cable and brace this tree per ANSI standards and provide additional green space for an increased rooting area, otherwise recommend removal. 4 13 ater • • Clearwater Fire & Rescue 610 Franklin Street - Clearwater, Florida 33756 Public Works Administration- Engineering Department 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 . Flrq F(ov apc?li?idrafl(Ito[xsher his worksheet is required to,be submitted to and approved by the Authority Having Jurladiction (AHJ) priorto DRC meeting for any project that is more than 3 stories or more,than 30' in hleght above the lowest Fire Npt vehicle access, polrrt or for alry,gther pioJect the! will requhe an Automatic Wet Standpipe System and/or Flni Pump before any petriiffs foe ;aw hurldiag construction, !rt tiding expansion or fire ttydranfa wilt be iseued by,the cityof Clearwater. lMo msfian and design must comply with Forlda Bulldlirg Code, Ch4pter.9 - Ire Proteelian Systems, Florida Fire Prevention code to Include applicable NFPA Code (NFPA 1131,13D 13 13R 14,15, 20, 291 and 1142 Annex H) and AWWA M-17 - Installation, Field TeaHn9 . and Malriteoartca;of Fire Hydraivts. • 3`., o}act„ina?rtiation y T 7-1 mi 'x" o}ectMdress: i(v `( kLIV 1 V Vii' - o)ect Address: 3 3 r](A iraeral;?YYatetS,ystem:)n?prinatlon t .. - ''?"` ;?; ,?, , cation of nearest Fire Hydrant 1jHyannt a 3 - ci Jr . 2? .2 . to of Weter Main supplying Fire Flow Looped System or Dead-end WM? . a G t? L?4J' stlc: 6 psi Residual: i' psi . Pilot u psi Flow;; l I y gPm stance of teat gauges relative to the base of the riser. Horizontal / It vertical /(Elevation) ft drant Test conducted by C' ??`? CJ C ?.. A ? J•Af?/t ih._1 P, ?ti! t L/:PA2 01 7% 11 ,% audelatfach copy of actual test sheet) PAHazard,Classtflcption t an tee CiasslReation neneriotlon of Hszw Pvnbm!md tranrnedaw dwwedrdNn drr>r.n rw..s? ....r ............?..? ts.: ?.? -w.?? ach additional sheets if required. sign?t?arame'feFs' ea tt svstern Tvoa Area raft Or runv InryeJlH ?zu rte' ? 1st .1-5 ? 28 r sea, wuiw„a, armo+a a ,ayun au. TOTAL NEEDED FIRE FLOW (N.F.F.): GPM IS EXISTING SYSTEM SUPPLY SUFFICIENT TO MEET N.F.F. ABOVE? No stem Conlin al: AnnBeaban NFPA Shwh&im ryrewr FdvL? -w nrhwr A.waeyl?s t--a- - er s.a... \I F(??? '/ ?_? /t Ll iV G?L'Z h 2c???i a., cX ?c??2?! ???V3-c'v i N C-PA ?? / (? r /? r !7 J .?-1•;`,t ?1:2 ?' 1, /,?-=J S'?1-??%d%4?:? J? i-'1t;%l i t 'i?C ?C,2.:Ju1 L2 J vS' v'` C?t3:.? wh addiional sheets If required a Pump Information: Pump Cap-W.. Rated Pressure: V gprn psi Pressure @ ISO%fow. osi osi -Site Storage Tank Capctty(?); • 8t3- 9??-g79'7 A1#n', Lorry (FLOW TEST CM OF CLEAMATER ,? r• ao OC Xe i4h 2Q ae Sod?. cua?o?R R??two ?sr 0 • Clearwater Fire & Rescue 610 Franklin Street - Clearwater, Florida 33756 Public Works Administration- Engineering Department 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 his worksheet is raqulred to be submitted to and approved by the AuU 30' in hleght above the lowest Fire Dept vehicle access.point odor am ow building construction, buQdrng expansion or fire fionnrfs wig bei Ire Prota&don Systems, Florida Fire Prevention Code to Include applic Field Having Jurisdiction (AHJ) priarto DRC meeting for any project that Is more than 3 stories or.mora:than r project IUWwrA requtrie an Automatic Wet Standplpe Systsui and/or Fire Pump before any permits for by tlfe City of Clearwater. ttdbnrraHori and deatgn must comply with Fonda SuRdin" Code, Chapter.9 - FPA Gode`(NFPA 1 13;13D 13E,-13R, 14,15, 20, 291 and 1142 Annex H) and AWWA M-17 - InataUation, ig.ond Mali4mn 'ce,of Flre Hydrai>is. DTVCt•in10T7173N00 .- , , __? _ ,- bject Name: /?G? Y ti ?l ? 1 Pro t.;1 ojectAddrese: 21' 5 S?.L Y.L I? oject Address: iZ •` ILL, A - i ? { !` 3 3 I lp?' inutalYllaferti3ystemJnfo`t7at(on - OWN u. cation of nearest Fire Hydrant . 2 I 'V"'?(T lJ, Hydrant at .? -?(Li Jc L? 2... to of Water Main supplying Fire Flow: uJ Looped System or Dead-end WM? Me: (11 c .? ps( Residual: Psi Pltot l(? psi Flow. gpm stance of test gauges relative to the base of the riser Hortaontal / ft Vertical (Elevation) ft i!?)t2?+1•A?`/1 li.j+??i!2 ?1!Pa2?F drant Test Conducted by J' clude/attach copy of actual test sheet) ?A Hazard ClasaYfleutlan 4 '- i . us a [?tlRr?l4r. - --'.ra,.. e,r ars,...r orre.y.w ?r•-- - - - - - p7K '61 acn aaanionas sneem a requrrea. s(`gn,Parameicrs - - Be a Svztom TVDo Area rail Deeeav ro....rar h-14. 64- 9 ....... 'rLiA+ 17 tN v't 7 y i? ??-?' LL UJG?i 1?c? s 1? 100 TOTAL NEEDED FIRE FLOW (N.F.F.): GPM IS EXISTING SYSTEM SUPPLY SUFFICIENT TO MEET N.F.F. ABOVE? O No yEy? fifes and-Stan'darda ?. - --' N3? ;, *2c??S ^•zaa R ?- stem Comoonent Aoodcable NFPA Sbmdwd /Year Edition erd Asher A.Mik hh. r-1- - ctr..h- Jf?/? 2 llivclv2, 2 ? a, J(?2c% t? .k? S ? l%Pl), i? // ?? { S??U662 `v'L _.i5'(1tt?h/47r? o? t ?ti'?7r -A1 L Sat„vurryz jvS' 'r G rch additbnal sheets If required. e Pump Information: Pump Capacity, Rated Pressure: _ _gpm psi Chum Pressure: psi Pressure (r? 150% flan. psi -Site Storage Tank Capcity(?); a?a- 9?i-979`7 AiFn', Carry FLOW TEST CITY IM CUAMANIt WAM WAWRO T OF40 j2 b. -.. L. Hu d Coe-g l oev A A -- ?. 5 1 ay a ? ? ?soc?. 4 h 2 cum aE??t?o ? ? pppppppp- 0 E.P.S. MOULDII STUCCO FINISH ON CMU SCALE 1/2"= 1'-0" MONUMENT SIGN 29 SF TOTAL of POSTCARD MANIA CORPORATE HQ. 2145 SUNNYDALE BLVD., CLEARWATER. FL PREPARED FOK PCM, LLC PROJECT#0632 D LifesLyl? Aitihilecluee 390: Slate Hoed fiHJ Suite 7 0.,im mrp 1•L:Y379> 11. 727-797-1420 F. 727-797-9218 cLcs'ignstyl •siik.cu?i: SUNNYDALE BOULEVARD -9 ry?? dui 1 11 1 , I I ?? ?a qV4I Iru- I? I/ P- trr 1`;?- as?al;? The Postcard Mania Corporate HQ. -?W-pKw5go S,de7 2145 Sunnydale Blvd., Clearwater, FL. Ck.-.-. M 3379 r. n.?-ram Prepared For. F. 727v7A2is PCK LLC Project #0632 Lifestyte Archiheture lor 0 0 STORMWATER NARRATIVE The project includes a normally dry treatment and attenuation pond providing treatment for the first 1/2" of runoff and attenuation for the 25 year 1 hour storm event. The treatment volume within the pond will be drawn down by a side bank filter system within 24 hours. A portion of the pond extends below an access ramp within the parking garage to provide the necessary volume, but is easily accessible and maintainable from the outside pond area. CITY OF CLEARWATER Post Card Mania STORMWATER CALCULATIONS 522-06 10/17/2006 1 Required Treatment Acreage Square Feet 1/2 inch 2.580 112,699.50 2 Attenuation Cu Feet Acre Feet 0.5 4696 0.108 FDOT ZONE VI: Tc=60 min i=3.7 inches per hour C existing calculation: Square Feet C Existing impervious area (sf) @ 0 Existing gravel areas (SF) @ 0 Existing pond area (so @ 112,700.00 Existing pervious area (so @ C proposed calculation: 74,401 Impervious area (so @ 0.95 0 Gravel areas (SF) @ 0.5 10,968 Pond area (so @ 1.0 27,331 Pervious area (so @ 0.2 Volume needed = tiA (Cp -Ce) t 3600 i 3.7 A 112699.5 Cp 0.79 Ce 0.20 0.49 0.49 1.00 0.20 sum 0.98 0.98 1.00 0.20 sum 0 0 0 22540 22540 72912.98 0 10968 5466.2 89347.18 Cu Feet (Acre Feet) 20429 0.469 <Amount needed to treat 0.20 <Existing C 0.79 <Proposed C <Volume needed for storage r? n LJ 4 Weir Calculations Q existing C existing i A 1.90920847 0.2000009 3.7 2.58 Width of weir (ft) Weir factor 1.08 312 Q 0.567 3 1.122368923 1.90920847 Width of weir (inches) 6.8 5 Elevation of weir Area Avg. Area Volume Acc. Vol. Trt. Vol. Weir Elevation (Ac) (Ac) (Ac-Ft) (Ac-Ft) (Ac-Ft) Elevation 48.50 0.2500 0.00000 0.2750 0.1375 0.1078 48.89 49.00 0.3000 0.13750 0.3250 0.1625 49.50 0.3500 0.30000 0.3800 0.19 50.00 0.4100 0.49000 0 Calculated Weir Elevation: 48.89 Ft STORMWATER NARRATIVE The project includes a normally dry treatment and attenuation pond providing treatment for the first '/2" of runoff and attenuation for the 25 year 1 hour storm event. The treatment volume within the pond will be drawn down by a side bank filter system within 24 hours. A portion of the pond extends below an access ramp within the parking garage to provide the necessary volume, but is easily accessible and maintainable from the outside pond area. ORIGINAL RECEIVED w? 05 2005 PLANNING DEPARTMENT CITY OF CLEARWATER _?.:c.?oeee KEITH.- <ZAYAC ?P•( ?.? P C? 4*0 CITY OF CLEARWATER Post Card Mania STORMWATER CALCULATIONS 522-06 8/29/2006 1 Required Treatment Acreage Square Feet 1/2 inch 2.580 112,699.50 2 Attenuation ns z c 0z {{ iR -n Z 0 U m O nM 0 o D rn Jz ?y C= v? m z Cu Feet Acre Feet 0.5 4696 0.108 FDOT ZONE VI: Tc=60 min i=3.7 inches per hour C existing calculation: Square Feet C 65,048 Existing impervious area (so @ 0 Existing gravel areas (SF) @ 0 Existing pond area (so @ 47,652.00 Existing pervious area (so @ C proposed calculation: 74,401 Impervious area (so @ 0.95 0 Gravel areas (SF) @ 0.5 10,968 Pond area (so @ 1.0 27,331 Pervious area (so @ 0.2 Volume needed = tiA (Cp -Ce) t 3600 i 3.7 A 112699.5 Cp 0.79 Ce 0.37 0.49 0.49 1.00 0.20 sum 0.98 0.98 1.00 0.20 sum 31873.52 0 0 9530.4 41403.92 72912.98 0 10968 5466.2 89347.18 Cu Feet (Acre Feet) 14660 0.337 <Amount needed to treat. 0.37 <Existing C 0.79 <Proposed C <Volume needed for storage • • 4 Weir Calculations Q existing C existing i A 3.507041472 0.3673834 3.7 2.58 Width of weir (ft) Weir factor 1.08 312 Q 1.042 3 1.122368923 3.507041472 Width of weir (inches) 12.5 5 Elevation of weir Area Avg. Area Volume Ace. Vol. Trt. Vol. Weir Elevation (Ac) (Ac) (Ac-Ft) (Ac-Ft) (Ac-Ft) Elevation 48.50 0.2000 0.00000 0.2200 0.11 0.1078 48.99 49.00 0.2400 0.11000 0.2600 0.13 49.50 0.2800 0.24000 0.3000 0.15 50.00 0.3200 0.39000 Calculated Weir Elevation: 48.99 Ft 0 • and support for its Matrix Enhanced Treatment System (METS) technology. "We sell our equipment and a technology-use license," says Brewer. "It's not a franchise per se, but we want to control the consis- tency and quality of the product and make sure the soil is cleaned the right way.,, IF YOU ARE ONE of the approxi- mately 4 million people in the U.S. who have cataract surgery every year, it's possible that your new artificial lens was made at Bausch & Lomb's Clearwater plant. "We are a manufacturing site for cataract surgery products - intraocular lenses and insertion systems," says Scott Zygadlo, director of manufacturing. While the vision care company has been in Clear- water over 25 years, Bausch & Lomb didn't purchase the business until 1998, part of a strategic direction to grow the firm's core business in eye health, says Zygadlo. The Clearwater plant is experiencing consider- able growth, ramping up its workforce to almost 400 employees and bringing in a new high-tech intraocu- Jar lens that incorporates technology to reduce the size of the incision required during cataract surgery. The company's location across the street from Clear- water Mall on busy Gulf-to-Bay Boulevard is tucked behind what was originally 20 wooded acres. "We have the most beautifully landscaped factory in the country," says Zygadlo. • Morton Plant Grows Heart Program This fall, Morton Plant Hospital in downtown Clearwater will open a new $52-million, 174,715-square-foot building that will replace four older build- ings on the hospital campus and house the new Morgan Heart Hospital. The heart hospital consolidates all cardiology services into one location and features new car- disc operating suites, patient rooms, family waiting areas and cardiac catheterization labs. r; " Support services such as the hospital cafeteria, kitchen and materials management depart- ment, as well as an expanded endoscopy suite will be located in the new building. PostcardMania began with a simple premise, says Helms-Eicher. "Small mom and pop companies typi- cally can't afford an advertising agency and commer- cial printers might not offer them the kind of market- ing advice they need." PostcardMania starting filling the gap and is now a leading direct mail postcard marketing company with clients big and small nationwide. Some 3.5-mil- lion postcards roll off the company's presses a week at the plant on Hercules. AEROSONIC CORPORATION IS ANOTHER Clear- water company that has gained a national reputa- tion. A major supplier of aircraft instrumentation, Aerosonic made the Forbes 2004 list of 200 best small companies in tike U.S. In March, the publicly owned company reported record revenues of $34.8 million for its fiscal year ending Jan. 31, 2006, up 13 percent from 2005. The company was also awarded a $1.1-million order for altimeters from the U.S. Army Aviation and Missile Command Redstone Arsenal in Huntsville, Alabama. "We make flying safer with mechanical and digital instrumentation designed to provide the pilot with altitude, air speed, rate of climb and descent; and with gauges for monitoring pressures and tempera- tures," says Mark Perkins, executive vice president. "Our mechanical instrumentation is very precise. We're a lot like old-fashioned watchmakers." Clearwater will soon be the new corporate head- quarters for Suncoast Roofers Supply, which is relo- Mail Madness In 1998, Joy Gendusa started PostcardMania out of her home with just a computer and phone and no capital investment. Last year, the Clearwater firm made the Inc. 500 list of fastest-growing private com- panies in the U.S. - $3.7 million in revenues in 2002 and $12.7 million in 2005, with a projected $18 mil- lion for 2006, says Karla Jo Helms-Eicher, vice presi- dent of public relations. "A little over a year ago we had about 60 employees and now we're close to 1.30." The main reason for the company's growth, she says, is that "we do exactly what we tell our clients to do. That means spending close to $800,000 every six months on marketing. Whatever we spend we get back 10 times." MADDUX BUSINESS REPORT - July 2006 35 L _A '4 ft x Modern Living in the Heart of Clearwater Your t solid Business ` Relationships i, - sit'll ttr 1 ?sl ?( er 1 1. :`3.t'• / F a ?.. ::,?- ?. r .1 S$*. r, {?1', .9? Ii{l' >il\i.'•.,}3 y.d,ia?,t iE`?5?`l is r.'i,*J. • CORPORATE REPORT __.__.._._._._..._....__-___ a r cating from Tampa to a new facility that it will share with Haydon-Rubin Devel- opment Inc. and Rubin Real Estate Inc. The new site in the Triad Commons Office Park will serve as the statewide operations center for the company. Easy Living Growing the business community is just one part of the excitement in Clear- water these days. Mayor Hibbard, along with dozens of other business and civic leaders, remains focused on creating resi- dential development downtown, which he feels is the key for the city to succeed. "We're finally starting to see progress," he says. "We've been gradually putting the infrastructure into place to create the right environment for private developers to come in and invest in downtown." The infrastructure Hibbard mentions includes the new 90,000-square-foot, $20-million Clearwater Main Library; the new $69-million, four-lane Clear- water Memorial Causeway Bridge; the diversion of beach traffic off Cleveland Street to Court Street; and the planned streetscaping for Cleveland Street. City officials are also proposing the creation of 138 boat slips not far from I All That Jazz For 27 years, the Clearwater Jazz Holiday has been bringing such luminary jazz artists as Rick Braun, Branford Marsalis, Herbie Hancock, Dave Brubeck and Spyro Gyra to the Tampa Bay area for a four-day, I five-star event that takes place at downtown's Coachman Park. The free community event will take place October 19-22 this year. In addition to. sponsoring the festival, the Clearwa- ter Jazz Holiday Foundation provides college scholarships to talented high school jazz artists who pursue stud- ies in music education at either two- year or four-year colleges. 36 MADDUX BUSINESS REPORT - July 2006 the Memorial Causeway Bridge. The proposal is a dramatically scaled-down version of a referendum previously vetoed by voters. That plan included a marina and other changes to the city's waterfront. But the new plan, which includes boat slips and no marina, will go before voters possibly in November. It has the backing of the Clearwater Downtown Partner- ship and business leaders such as Lee Arnold, who sees it as an opportunity for "people to come in by boat, park, get out and visit downtown." "A lot of things go into the formula for making downtown great," says Clear- water city manager Bill Horne. "The waterfront attracts people who want to bring their boats." "We want to make sure that the public is well informed and that they under- stand what the proposal is all about," says Matheny of the Clearwater Down- town Partnership. "We're not talking about trailer parking, fueling or boat ramps; we're simply talking about boat slips. We have a backlog of people who want to put their boats in the water." According to Doug Matthews, City of Clearwater public communications director, the boat slips would "essentially straddle the new bridge and be the per- fect anchor for the new promenade." The city is currently developing a promenade from part of the old Cause- way Bridge that will jut out into the water from Coachman Park. Of course, creating a livable, vibrant downtown means drawing in new residents, and developers are busy with plans to make that happen. One of the most sizeable downtown projects is the brainchild of developers who are members of the Church of Sci- entology, which has an international reli- gious retreat center in Clearwater. The church's dominant presence downtown may be controversial to some people, but others view it as a positive. Clear Height: 24 feet Fire Sprinkler: Yes ESFR HVAC Warehouse Yes Ramp(s): One Dock High: Yes Dock(s): Two - can add up to 12 µf Truck Court: 120 feet Parking: 3-5 Spaces per 1,000 feet Metropointe Commerce Park Special features: 2,182 S F Work Area 1004018th Street N (Former pre-Press room) Also 5,432 S F Work Area (Former Printing room). 2,000 amps of power, will divide. Total S F: 45,000 • Office S F: 6,288 Warehouse S F: 38,712 Price per S F: $7.60 NNN Estimated NNN per S F: = $2.50 Clear Height: 24 feet Fire Sprinkler: Yes HVAC Warehouse Can Provide Dock(s): Can Provide Truck Wells Grade level: Yes Truck Court: 140 feet Parking: 3-5 Spaces per 1,000 feet Special features: Will Divide, Shell Space Metropointe Commerce Park Total S F: 23,500 9900 18th Street N Office S F: Finish to Suit Warehouse S F: Finish to Suit Price per S F: $6.25 NNN Estimated NNN per S F: = $2.50 Clear Height: 18 feet Fire Sprinkler: Yes HVAC Warehouse Yes Dock(s): 2 Truck Wells ` Grade level: 2 Overhead Doors t Parking: 62 current spaces (up to 108 possible) r Total S F: 22,886 • Office S F: 15,938 Warehouse S F: 6,948 Metropointe Commerce Park Price per S F: $11.00 NNN 1765 Commerce Avenue N Estimated NNN per S F: = $2.50 Clear Height: 27 feet Fire Sprinkler: Yes HVAC Warehouse Can Provide © Dock(s): Can Provide Truck Wells ,w Van High: Can Provide Grade level: Yes Truck Court: 120 Parking: 3-5 Spaces Metropointe Commerce Park 1,000 feet per 9965 18th Street N Special features: Shell space, Will Divide, painted white inside for High Tech clean look. Total S F: 20,220 Office S F: Finish to Suit Warehouse S F: Finish to Suit Price per S F: $6.25 NNN Estimated NNN per S F: = $2.50 r? Grady C. Pridgen, III Grady Pridgen, Inc.features great places to work 2 { CCIM, CPM, SIOR for companies big and small. Focused on customer E-mail: David@gradypridgen.com service and satisfaction, Grady Pridgen offers great 9741 International Court North locations and great rates. St. Petersburg, FL 33716 Call today for a list of our t{ available properties 727-525-1474 q m? (David M. Kramer, CCIM) l b l d l J t+fais?lct i?(ti ;,'t+9 z + s Y . II ' } , tl l bl .. . s o ra ne rom sources eeme re a e. Mlnforrnat on fumisl ed heren Now anrymrepreu tadm is mad<mlmplled as to the accuracy thereof r ln/ormatlon contained herein Is submitted subject to ermrs,omisslons, change In pdce,remal,prlar sale,lease a withdrawal without notlce. and all MADDUX BUSINESS REPORT . July 2006 37 f 11 t 'Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets SUBMIT APPLICATION FEE $ 0 CASE #: lJ"' l V 3vv l RECEIVED BY (staff in-dials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2006) -PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: PCM LLC MAILING ADDRESS: 404 MLK Jr. Avenue South, Clearwater, FL 33756 PHONE NUMBER; 727-458-4528 CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Same Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404, Safe Harbor, FL 34695 727-793-9888 FAX NUMBER: 727-793-9855 E-MAILADDRESS: keithAkeithzavac.com PROJECT NAME: Post Card Mania PROJECT VALUATION: $ 6 M STREET ADDRESS 2145 Sunnydale Blvd., Clearwater, FL 33756 PARCEL NUMBER(S): 01-29-15-16489-000-0022 PARCEL SIZE (acres): 2.58 PARCEL SIZE (square feet): 112,699.50 LEGAL DESCRIPTION: See Attachment A 1 \I PROPOSED USE(S): manufacturing and office \ I DESCRIPTION OF REQUEST Specifically identify the request See Attachment B (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) CITY nr „`: Page 1 of7 %-1.AHWATF.0 0 ct?,C, 0 L;e?-- • 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _x (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) R ?41- SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) F- Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Attachment C 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. See Attachment C 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See Attachment C 4. The proposed development is designed to minimize traffic congestion. See Attachment C 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See Attachment C 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See Attachment C ORIGINAI RECEIVED PLANNING D APTmEW Page 2 of 7 CITY OF CL W- W • • WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stomwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stonnwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), ff applicable ?$ ACKN EDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Sto?mwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, t t including drip lines and indicating trees to be removed) - please design around the existing trees; TREE INVENTORY; prepared by a "certified arborist", of all trees S" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; A LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is p og??? D ? COPY OF RECORDED PLAT, as applicable; FKC CCC::: Page 3 of7 PLANNING DEPARTMENT" CITY OF CLEARWATEI9 • • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) SITE PLAN with the following information (not to exceed 24"x 36'): Index sheet referencing individual sheets included in package; / North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; _ All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including 1 description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer tines, manholes and lift stations, gas and water lines; / All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical e_ g____ui` nt and all required screening {per Section 3-201( r a J Location of all landscape material; T_ Location of all onsite and offsite stormwater 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 writtenftabular f orm: EXISTING REQUIRED PROPOSED _ Land area in square feet and acres; 112,699.50 sf ( 2.58 ac) 20,000 sf 112,699.50 sf _ Number of EXISTING dwelling units; 0 0 0 _ Number of PROPOSED dwelling units; 0 0 0 Gross floor area devoted to each use; 21,730 sf manuf. / 73,254 sf / 21,730 sf manut; 22,814 sf off. _ Parking spaces: total number, presented in tabular form with the 43 102 169 _ number of required spaces; Total paved area, including all paved parking spaces & driveways, 65 048 sf 795 sf 74 401 sf 95 _ expressed in square feet & percentage of the paved vehicular area; , , , Official records book and page numbers of all existing utility see attached survey _ easement; _ Building and structure heights; 23 ft 50 ft 50 ft _ Impermeable surface ratio (I.S.R.); and 0.57 0.85 0.66 Floor area ratio (F.A.R.) for all nonresidential uses. 0.19 0.65 0.40 REDUCED COLOR SITE PLAN to scale (8'/ X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _ One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater ma nagement for the parcel; ORIGINAL - All open space areas; RECEIVEr) _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); AUG 24 206 Streets and drives (dimensioned); PLANNING E _ Building and structural setbacks (dimensioned); EtVP CITY OF Structural overhangs; RWAT CL L WAT ER Page 4 of 7 0 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN with the following information (not to exceed 24"x 361: All existing and propo lures; _ Names of abutting reets; Drainage and retention areas including swales, side slop and bottom elevations; ,oal _ Delineation and dimension of all required perimeter landscapes, ers; _ Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscape ands and curbing; Existing trees on-site and immediately adjacent to the site, by s es, size and locations, including driplines (as indicated on required - tree survey); _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including?udions, soil mixes, badcfilling, mulching and _ protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landsrci verage, expressing in both square feet and Rd-co _ percentage covered; ??^^ _ Conditions of a revious development approval (e.g. conditions imposed by the Comrrfun'ity Development Board); Irrigation n; k( REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape a ciated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum 9de will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) V BUILDING ELEVATION DRAWINGS - with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. PL REDUCED BUILDING ELEVATIONS -same as above to scale on 8 %X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) Pd- All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All FROPOSED 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 %3 X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED Page 5 of 7 AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ¦ Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-5624750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and posWevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. V?Z- Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florid Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Ackno ledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph theproperty described in this application d' Si ature of property owner or representative ORIGINAL STATE OF FLORIDA, COUNTY OF PINELLAS RECEIVED Swor o ands s ribed before me this day of A.D. 20 tgrmeI nd/or by Q who is ?ersdnally7kr) Wn ??st?s produced UU as identification. PLANNING DEPARjMEN? ?C? CLEq R Notary public, My commission expires: "' Notary Pubk - Stile of Fbrida b4 Commission E>cpirea May 16, 20 Page 6 of 7 z O?F Comossion S DD 5528% ?°. ?" Bonded By National Notary Ass, N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: PCM LLC 2. That (I am'we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2145 Sunnydale Blvd., Clearwater, FL 33765 3. That this property constitutes the property for which a request for a: (describe request) Existing 20,801 sf existing manufacturing; 22,814 sf office, 154 space parking garage, 15 ft front setback to pavement 4. That the undersigned (has/have) appointed and (does/do) appoint: Keith E. Zayac, P.E., RLA as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to vi it and photograph the property described in this application; 7. That (11we), the rsigned a th ity, hereby certify that the forpgoiinggitrue?and correct. r e Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS ??(( _ -O day of Before me the undersigned, an officer duly commissioned by th laws of the State of Florida, on this Q ? ' `?f?? who having been first duly sworn _ 4 personally appeared OLI I V(01 s that he/she fully understands the contents of the affidavit that he/she signed. Deposes a d y BBANGULO GILMA : AQ? °?? Notary Publitate of Florida -,. MFJ Comm. Exs Sept.1 C, ???7 Notary Pttblic Si na? r? No. a?c3C /O i i E res: on xp Notary Seal/S allip My Commiss vNIUINAL RECEIVED AUG 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Page 7 of 7 ATTACHMENT A LEGAL DESCRIPTION 0 LOT 2, LESS THE WEST 450.75 FEET THEREOF OF CLEARWATER INDUSTRIAL PARK REPLAT, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 71, PAGE 91, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF SUNNYDALE BLVD. AS VACATED BY ORDINANCE NO. 2175, RECORDED IN OFFICIAL RECORDS BOOK 5089, PAGE 62, LYING SOUTH OF THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF LOT 2 AND WESTOF THE NORTHERLY EXTENSION OF THE EAST BOUNDARY OF LOT 2. ORIGINAL RECEIVED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ATTACHMENT B DESCRIPTION OF REQUESTS • Reduction in front pavement setback from 20 feet to 15.0 feet. • Comprehensive Landscape Plan application to reduce foundation landscaping. ORIGINAL RECEIVED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ATTACH LENT C GENERAL APPLICABILITY CRITERIA RESPONSES 1. The proposed development of the land will be in harmony with the scale, bulb coverage, density and character of adjacent properties in which it is located. The proposed development includes the addition of a parking garage and office space to the rear of the existing building. The surrounding character of adjacent and surrounding properties is industrial in nature with office and manufacturing uses. The heights of the buildings vary but appear to be within the maximum 50 ft height requirement. Landscaping and buffering is minimal in surrounding developments which were developed prior to current code requirements. The proposed development maintains the existing manufacturing building in the front of the property and adds an enclosed parking garage and office headquarters relocated from MLK, Jr. Avenue. The existing landscape buffers are substantially increased in the front and side of the property in excess of code required minimums. The non-conforming rear driveway is being removed and replaced with an emergency grassed access for emergency vehicles. There are no variance requests for height or building setbacks which maintain a building envelope within the scale and bulk of surrounding properties. 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. The proposed development maintains the same manufacturing use of the existing building and adds additional office space. The value of the property is increased by approximately $6.0 million. The current parking areas and driveways that are in disrepair will be resurfaced and parking enclosed in a parking garage. Landscape buffers around the existing building will be increased and additional landscaping added. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The addition includes relocation of the substandard surface parking into an enclosed parking garage increasing safety for the work staff. The existing sidewalk along Sunnydale Blvd. which is in disrepair will be fixed and a handicapped access from the site added to connect to the Sunnydale Blvd. sidewalk. No additional access points are proposed to the site or a change of manufacturing use. 4. The proposed development is designed to minimize traffic congestion One of the major purposes of the project is to add additional parking ??'Mer the use of the employees, which will exceed minimum code. This v4flcayLv de AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • w adequate on-site parking for the project. The existing nonconforming surface parking spaces are being redesigned or removed and relocated to a conforming surface lot in the front of the project along Sunnydale Blvd. and into an enclosed parking garage behind the existing building. The rear access from Calumet Street is being redesigned to be an emergency access. The existing driveway along Sunnydale Blvd. is being maintained in the current 24 foot width. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The existing community character of the immediate vicinity is industrial, research and technology. The proposed project maintains the existing industrial use and adds an office headquarters which is consistent with the surrounding character. 6 The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts. The project maintains the existing manufacturing building which is fully enclosed. The proposed construction adds an enclosed parking garage which provides screening for the additional parking and also the existing loading docks. The parking garage will also provide some additional sound buffering from the loading area which is now outside. The landscape buffers along the front and sides of the project are being substantially expanded and additional hedge and tree plant materials added for visual and acoustic screening around the surface parking lot and access drives. ORIGINAL RECEIVED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Planning Department Clearwater 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 u Fax: 727-5624865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION - SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled and folded i nto sets • CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 16 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ON E OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 03/29/2006) PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: 1G M MAILING ADDRESS: PHONE NUMBER: 74 7- CELLNUMBER: PROPERTY OWNER(S):` List ALL owners on the deed AGENT NAME: -?,-C®: MAILING ADDRESS: t?tt ?Gi7- 7-,?lat?? FAX NUMBER PHONE NUMBER: CELL NUMBER: E-MAILADDRESS:i'I'??i lZ?-tC1C:?-GjYVd 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the de%d opment. 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. RECEIINAI C:IDocumentsand Settings lderek.ferguson0esktoplnewplanningfileslCorrprehensive LandscapePrograQW60gcCLEAq -,f, ;,. Page 1 of 2 ` Z 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. 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Co mpr ehe nsi w La ndsc ape Program will enhance the community character of the City of Clearwater. `5E -t:-- X-44 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 vcinityof the parcel proposed forde%elopment. & SPECIAL AREAOR 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 de%d opment is located. ?A)1 - THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations madein this application are true and accurate to the best of my knowledge and authorize City representatives to?.sit and photograph thitfropertydescribed in this applicatica STATE OF FLORIDA, COUNTY OF PINE Sw to and U 1cribed before me this day of V A.D. 20 to me and/or by J whoispersonally known has oduced _ as idenUcat on. ignati7r rof propertyow ror representative - Statle of Fibf O Mycommission e)pires:] f' CWOUSSion 8 00 55M RECEIVED C:IDocuments and Settingslderek.fergusonV)esktoplnewplanningfileslCorrprehensive Landscape Progra m ?02.40 006 Page 2 of 2 AU PLANNING DEPARTMENT CITY OF CLEARWATER • • EXHIBIT A COMPREHENSIVE LANDSCAPE PROGRAM 1. ARCHITECTURAL THEME: b. The design, character, location andlor materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The existing landscaping is currently deficient in regards to the front pavement setback (5.50 ft) and west side pavement setback (0.00 ft). In addition there currently is no foundation landscaping along the sides and rear of the existing building. In addition, the existing landscaping along the 5.0 ft front foundation landscaping planting area and surrounding buffers is minimal. The proposed landscape package requests removal of the existing front foundation landscape planter and expansion of the proposed front landscape buffer from 5.50 feet to 15.00 feet. Additional hedges, mass shrub plantings and canopy trees will be added to the buffer to screen and enhance the Sunnydale Blvd. frontage. The west side parking pavement will be removed and replaced with a foundation planting hedge and palm trees. In addition, a normally dry stormwater pond will surround by a proposed hedge and existing/proposed canopy trees. The east side and rear buffer areas will be enhanced with a proposed hedge and augmented by canopy trees. The existing rear paved driveway within the required buffer area will be replaced by a stabilized grass emergency access screened by a proposed hedge. 2. LIGHTING: Any lighting proposed as apart of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. The proposed and existing lighting will be attached to the existing and proposed buildings. The nature of the business will require lighting during the second shift operations and will be automatically controlled to a reduced level the remainder of the night to security levels. 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. pRIGINAI- ?VED The site is located within an existing industrial park that is characterize8lbr several older developments with little or no landscaping or buffering Avg 2 4 2e06 Waz 'PJONJ?G IL 't I c? CIr of .. • • associated with the individual sites. The proposed development will be significantly enhanced by the proposed upgrading of the existing plant material as well as substantially more buffer areas around the project. In particular the currently 0.0 ft west side buffer will be expanded to a minimum of 25.8 feet which exceeds current code. The improvements will set a positive example for existing businesses to follow and proposed developments to emulate. 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The proposed landscape treatment will have a significant positive impact to the site by removing existing substandard landscape buffers with little or no vegetation and replacement with code compliant buffers. In addition significant plant materials will be added to screen and enhance the site along the front and sides. The property values of the project site and immediate vicinity will be increased by the visual impact and appeal compared to the substandard and minimal landscaping of surrounding properties. ORIGINAL RECEIVFr. AUG 24 Z.^.25 PLANNING NT CITY OF CLEF .r %Ba' lac.m. e+vald e' PRIM.. a o ?na' t1>r?.. • -,X y?R IF I? nA/lcwro W 131, ? oK ' - •' ? + P P f • '. 0 E ? ne • .:I Al' Ili . X 11 Wi rWJ \?\ f-0e Yq;,} /' • . I.- aWL ro BE REMAIN 1r``Yy9 ? nipOYO o?YAETE w\EYEwrv 9pEwNN ? s,. ?'r '•t. x REAMFA(ED \ - j ?`. ewSRNG o•M1Exr TO "I.11. F.NI;I,I;CNIM1'G LANI>BE'APf .\RCI13TE1'R01L PI.A!V,\IVf. KEITH LAYAC R ASSOCIATES. INC (7271 793-9888 11 EA E 9 F ? r.n_ W AY M Y ` / ti,? a __ a ..j ('?j a? : C 7 % 3 (t JK E q/WIDSCAPE ARCHITECT: XEITN ZA- h ASS RTES. NC. fL Z Z1C I, ?,/ 701 ENTERPRISE ROAD EAST', ANTE 101 TNIS STE APPEARS TO BE IN FL000 ZONE 'X' . ACC(WOING TO 1NE Lu LAU SAFEn HARBOR. FL J15B5 ()2)) >a3 NIBB Bv FLOOD NSURU,CE RATE YAP COMIUN" PANEL NUMBER 12103COIM G. MAX REMSED DATE SEP 3. 200] PRO NOM By THE FEDERK C r z y. .' ?? : )2) )9J-9855 FR EMERGENCY MANAGEMENT AGENCY Q ? ?.' ="; r:aF55 11: 2LI5 CLEMw 5 BUM). A TER. I, FL S)63 12. THE PROJECT A(NAQ: MLL MEET THE CITY CF CLEMwATER CODE. J /'N C? ?• _ _ _ A CEL 10: O1 /29/15/15159/000/0022 ZONmG -NT" (INDUSTRIAL. RESERCN MO TECImWOGY) 13 MERE ARE EASEMENTS MITFTED BY THE SUILLEY. VH ?,I r _- a NNRE IAMD USE Ia 1HERE ARE NO ENMROMENI4LLV UNIM A EAS ON ATE, '^ W Q \. •. 1 3I 1 PRESENT USE N 1Po . --•Z- 'E ?• plS AL 15. WMPSIER SERMCE SHALL BE ARRANGED MIN SCUD wA91E DEPARTMENT PRIOR i0 111E P ?,E, F..N f V ,• -' 11, `? `N, t a. OUSDYAL (MANUFACNMNG) OEYELOPED USE N Nhl AL LICENSE ON CER REIGATE O ISSUANCE N AN OCCU REASE CONTACT Tp2 QEUN AT 727,56249M F OCCUPANCY. O v? z O 7, I % ` TOTAL STE AREA 112,699.50 7 (2.55 ACRE) 1 Q \ % ? q? 4b 1 --` w > - w - G Z to B. SETU-S. AGO' T 59.13 MIN (M 9lNL0IN.) ' t5. ATE DATA TABLE. 4 [ ' v - ;- -- (( /, ??... I ? ' ? ?I `? 1 ' Ism FR., 15.00 YIN (TO PA\EMENT 15.0- SIDE 25.5 MIN (MES, TO BU LEXNO) 15W' SCE 17 MN. (EAST TO PA\EUENT) E8591G A TOTAL STE AREA IIZIWM S (256 ACRE) IILB9E 50 Y (2 SB ACRE) J G, -4 { Q / F ? L i 2000 REM 20. ' MIN. 1- 10 BU1EU'NGI B 1014 OPEN SPACE 1).651 ZS 9" (1 W AC) . . 38.28811 4 (O.6B AC) 5.6]5 SF (0.05 159 YN) .yam •' }iq w •1 .i h?? - 555 7 ALLOWABLE MAX HEIGHT 507 DO T G. BUIDMG FOORNWII 21,130 SF 61,870.67 4 _ ^ML??F^" y PROPOSED BLOC NEONT 50' W' FROM GRACE EXISTNG BLOC. HEIGHT 23'-50' FROM GRADE B SWW WASTE -ACTLq wnE BE LOCATED N PMXING LOT 0 90E."AE01/PAMD AIEA 1!,31525 SF M." M;) E. TOTAL MPERMOIS AREA: 0.4POE 5 SF (957 IB1. 5M) T P•TNMG SPACES I, 9AfE3 12.5]0)1 4 MAC) )1.101.16 3 (O-S, . 6N) Iu T,cES IGARACE) 95,nl SO IT (on 1. MAX) Y•MwA;RRMG • (15 9'IMPBDD SE I - 1 1 5 X PLIx VA w SF 1) - 33 ?AQS ` I-.rl?\ ) ,,, 9 ,. .a ' 10 B,mm, (-ACE) . . OfRRS . (J SPILEV'DOO SE) - (1 2 (am 11/1-)) . - 69 I ` ,? / ro-- L •e 9 UGNTINC MTNN PROJECT BWNDAR ES RILL BE ATTACHED TO D NG ANO WILL BE SU IT IOr4 RCOFW - 102 59ICE3 ?, } + % -A? \ a E ? ? , ) N BDII BM TED AS PMT 6 IT- BUILDING PLANS AREA %.S)O,Z9 SF O. 1213531 S' , _ I ? .d9F ?? ` ` IO EWSRNG BURIRNC FOOTPRINT AREAS . 21 F .0 )10 S 11 ACRE 0ITRIR L N w1EMw MASCAPE AREA N/A 1./1 (101 \EIROAAR 4;A) -' 213 11 S . j b .1 1'l 5 J 1 • Y ? " l - `-• e' . . . . . . 61WPI IIO 1 yt ALL UNUSED DR MEW- MUST BE REMOVED AND REPLACED MTN WRB t I ROOT AREA 21.)30 S., (DIB FAR) MMUFACT0WIG 21,)30 S Y. YARUFACNRNG 22.61. Sr OfiiO 133516) 51 (065 GAR) _- ? Iih I M II?I•? UIJI' OF 5 3 SIOEWALN. AND LANOSCMNG TO MATCH EXISTING CCNDIT10M5 H,SM 11 (010 f•q) ,. I:E llAiF 1R r I)E OR1Qi1NPU. RECEIVED x t yy?77 ' L4i i?' 1 '\ lit wl 0 t S 'Q. AUU 4,`} ";uu; PLANNING DEPARTMENT CITY OF % % °? •' I?ZP,NINC. VP`ANt'It n'L<' fl'RL KEITH ZAYAC & ASSOCIATES, INC p? ' I I "'(7 27) 743 9988 .l-FRVRIt M . , 5, TI 1-- 11 I& Ole OM K ? m•reaa KgITHZAYAC, / .% t •w«-1 °.? I \ %s eye' .?,°. .aw g{ O ( - - O {? :.4m Et 0 1.. NIP: \ ) ?o,i awi uvA e. np... PLANT SPACING DETAIL (SECnON) a ap r vp?nn. rm.Nr prwn Ope. avNiM p.a, w .Aiv.G a pro.ep w.liw mp me va^a. nPomum r] _ a? m. <anaa:M Cea.xt« vror ro ivnpiNVw mpb.a ?m?ubinm, Oborpppneba wW s.eo? un 3. r "w?e.ww paaa N.ner 4opn No psr o ].poop • Z= .t - 11.9;1:"--= I an+a a a6+w.r «`QIO wiNxola`?`Mia?.?a wpu?. L ??an?l N b?. rn.? rCwn?mvb5wvisw. Wwwm a Wxn ?MrMry 'Gaew a•a Lm?eeN.PIV?NU?iw.ny Nenli. rt. h.?ne vrel+ _' .4viM vew •. w e.eOeWm. $I a ypnUrq map b emw r eavepne. .en rM Mrga Nunamm«:p me (Nwi• Axnaelbn. pp«p.ae vpua?cea. 'O?r?Ormb? ? vp q .. .rr vM Mrwvvpp? q. ! .. „? .n« b NnNm ... M.p,.,„ E6-.0-] weM. m en 1b .wn,/xwr.n .a.?.coum. n wnrv"<ea^ -In Tt • .?.m an wW.er eo,.a gym. vu.mV. •eWal.nn NM b ,waeaw .M. 51. AN•Min. n t S 1r b?nw^a? br • <oiNebn, m?vw. we voaw anpo.a a W pppn ]. rM w.pry .jai-a?p?gm.e a+ap'e. ?v4vuu. b roplw. ? v.Ae. o voe Pv..m m?v vvuM4M•m w+rer.a wi:V w .Wnu i.?. r v!I P .? . `wr« n?...«. « bw wr•-mwu .mm? Y r pn...? ?w b .... a .N ..w? ew+, ss. .u «.,. n.we.e «m..yn a .w ww e...eew. >! .... rb pb..np rb a.M°`ar.' a.n ...a. v«wi. m m >rop..e z -1-1 7- 5 w . v ,.pN ? . anwa«:..p«,.. ° . a.Nw•, .,. a ... w «w ...?aNe m. >. . z m,o'ocr ...? n W.np«R.p.Wma.ne..... vp?.?Nm Ta+ aw e ? grw.w?. .Kr m<?,?..n.. o,•«s.n... 'I` ' ? z. *b ? .IMnlbw ,srA.,, "'" ?i°n?ra?i o..,<?e....r . a .N ...v wln weu la r,w.]a... rroc c rb a o-.?° i a ea z. r? m .rr ...?? Ip.. « ?« «Q .?n u. w.. a _ .. ?. ....« .. u a a ? y w..abb. n«r e w qu ;:"a ? "'°" M ..mw,ry?a.. .,,.1? • . a ]r n. wN z.] rI. o^ ? • ? M . ? ?.a. M.. e.....?.a I. M ?ea.0. r..nnRr ? a?w/o. ..s d ?fYe 1 m s ? Nm l... b .kr a w. ««a, ?.? m ryA«n urnw^M ry? r SS OAN ]:0 1 SE t0•/r3' OAN S.C I . (r fl l rn.. anp a no men• eax?vn. a rr r p N w rb x cawn Our i ] b ' I !( r .u . .. o « ln o w e.n« ?pne.oa Cvnrw a+vam poor IN.oa I a e«+aono. ? m...n...M ... ?„ . a. N .r > p p«oe ..w. clzl ,nowm. r?,n u?' .m. sne lar Im. - Lanabi 6 `]Iplwn 0 I Conl?a rr-0?M +tba. - z?.w. ,- o..N..a.p . . .. 1 rs OJ OMr 2.3 L rorza mLLS RtNO]cn .rtU11,11. AIJ _- % y n c> ma ^a " Z G" f aJ PALM_PLANTING DETAIL N.T.S. TREE FLAMING DETAIL Y ?.5 of 5 8'-6" E.P.S. 3 1/2" 3 1/2" MOULDING T-11" T-3 1/2" 11-4" T-3 1/2" STUCCO FINISH ON CMU -_?. - - c 14 = 1a" ?y2145 i4-' " x N 0 " STCARD WNIA po " N r I, 8'-3" SUNNYDALE BOULEVARD SCALE 1/2" = V-0" MONUMENT SIGN 29 SF TOTAL 2" ORIGINAL RECEIVED AUG 24 2y'N PLANNING DIEFA"r '. I CjlY OF CLEAW40,I 0 2006 6T DE510M STYLED, VfLo, / L -14 ?vsraveu. 29U751ate Ko"d 59tl POSTCARD MANIA CORPORATE HQ. ;? Suite7 2145 SUNNYDALE BLVD., CLEARWATER, FL ? M l Manuel H. {JY) r"evorort T 0.727-797-6130 PCM, LLC L F. 72'-797-9218 PROJECT 00832 krily sty4.i1 <.cuu, Lifestyle ALdulecLLLre AAUW-P rz C a ,a • 0 • - ? EIFIAIRE?P __ \\ 0 o ? ? o 0 >n ae aaa TAIRIGALLERY SECTION STAIRIGALLERY SECTION 2S118 -1-_0 3 116" =1'-0" ?1L 1 .11 _? MG 3 Tea ??" / I +x dy?x+ ,? BF1 + N TO Yyx?A ? ! OPEON ?dAX a Q D OPEN 70 NE<ow ??kN> _J FL STORAGE ?=ING// x > <+ 'X+ x x xe y ?xxXyw x+ x x+x+ y ,7 <+\/x+ X/, 1 \+ y/ IIN ?xx (14TH FLOOR PLAN y 1N6" =1'-0" BUILDING SQUARE FOOTAGE: FIRST FLOOR OFFICE IIM eo FT. IST LEVEL OUTDOOR AREA . MeO Fr. GARAGE SQUARE FOOTAGE: GROUND FLOOR . 4DI48 SCL . IINawING LOADING ODgQ 4ND TIER • 81803 SO. FT. 3RD TIER . 205M SO. FT. DESIGN TYLE- ARCHITECTURE 2907 State Road 590 Suites Cl -ter, FL 33759 P.727.797.4420 F. 727-797.9218. Jea?utyleuncmm 0AAIXE'IM Z 0 OU F - o f!J Z Z 0 U C? J Qa a? U?LL JN f6 d LU ca ma::f & mRKUIL caa T C ` C c U? ON L DATE cam" MAIN: AS NOFEO 6E0 M. PI ECT NUMBER NO= PLAN 3 & 4 A3 3RD FLOOR PLAN 1 1/16"= 1'-0" • • DESIGN STYLES ARC:WlEGTLJRE 29(7 State Bred 590 Suites G-,,,1173759 1.727-7979420 P. ti-797.9218 R deugnstyles6umm E #AA00MN3 Z 0 00 LL Z) ?- 0? Zz 0 U m r J LL 01 U ? & L) ?17 WJ}}; (620 alb mm?Va aaa T C L ? (t W V ? r v fA LV Q (L a? r 4 d JOBCAPTAk SCALE AS N01H BUILDING SQUARE FOOTAGE: CHECKED Or. M FIRSTFLOOROFFIG£ • 117W &M FT. PROJECT NUMMR- em 22814 ..-R- PLAN 2 GARAGE SQUARE FOOTAGE) /fj f'? ImuRO R O = ' a01N . HL GND71ER aO AAlNNO DOCK) OTIER • 21!67 H 3RD TIER . t06? SO. Ff. 80. Ff. R cli Q c2 ry a III EXISTING GUM TPMRWALL TO EMEND EXISTING EXISTING BUILDING (STORY ___!!__ 2 3 BUILDING 710.,,MABONRY ! Al NEW3HR.NEW3H NEW3Ht 4 HOUR DOOR DOOR DOOR 4NOURWALLTO WALL (U901) EXTEND MINIMUM 4' !EXISTING j L AGING PAST EDGE OF (COMPACTOR EXISTING BUILDING LOCATION I j I ? ASPHALT I j S LS NOTEGROIMOROORGF A PARKING GARAGE TO HAVE BOTTOM 14'd BEAMS CLEARANCE AT O BOTTOM OF BFANS AND ANY ANY S, 161-v CLEARAN DROPEATCEI LARPNCE TO BE AT CEILING O Q BETWEEN BEAM TYPICAL AslRUlr NG 1 Q 24'6 fad ? In -1814-1 DOF RAMP AS GROUND LEVEL y Z ' PARaN STO C a i_STOF' lad 21 1x6 HANDICAP sr ; i STAIR/ EIEV /..' 0 LINE OF WALL LOBBY - ABOVE ELEV. LINE OF WAIL G CE IDLING -cr ABOVE AT ad 69 11 Oi_ ? j. B L' _J \ Bpd In z 0 114f 0 START REAKABLE ARM GATE / _ Q 't r. 13r4' 14'6 MINIMUM 4' PART EDGE OF LINE TIER 2FF -- - - - - - - - - - - - - - - - - - - 1 ST FLOOR PLAN FLOOR PLAN I 1/16"= 1'-0" 10D'•1' TOTAL RAMP LENGTH Bpd 1p6 exTRANSmaN 9% TRANSITION ??? WINUMBLE BLOCKS 12%R$N.P WANMBLE BLOq(B ad FLEV AT1ad PLUMBING: FLORIDA BUILDING CODE 20D1 BUILDING: FLORIDA BUILDING CODE 2004 MECHANICAL FLORIDA BUILDING CODE 2004 ELECTRIC: NATIONAL ELECTRICAL CODE •2005 FLORIDA FIRE PROVENTION CODE •2005 CODE SUMMARY: OFFICE BUILDING TYPE TIM, SPRING BUILDING OCCUPANCY: PARKING GARAGE S-2 LOW HAZARD OFFICE BUILDING B BUSINESS OFFICE BUILDING TYPE IIl4 (B) 28,500 SF PER FLOOR, WALL) OFFICE BUIUDNG: 300 FT. (TABLE 1015.1) OFFICE BUILDING: 2 EXITS FROM BUILDING MINIMUM' CONSTRUCTION TYPE: PARKING GARAGE TYPE NIB, SPRINKIEAED ALLOWABLE BUILDING AREA/HEIGHT: PARKING GARAGE 50,000 SF PER TIER, 8 TIERS (TABLE 406.3.5) 5 STORIES (TABLE 503) ALLOWABLE BUILDING HEIGHT: 50 FT. (42" ABOVE THIS IS ALLOWABLE FOR PARAPET ACTUAL BUILDING HEIGHT: 99'.E• MAY DISTANCE TO EXIT: PARKING GARAGE: UNLIMITED NUMBER OF EXITS: PARKING GARAGE: 2 OPEN STAIRS PER TIER MINIMUM' STAIR/ELEVATOR LOBBY DISCHARGE, EXTERIOR D READILY VISIBLE, AREA IS SEPARATED FROM BELOW • reN Tlul.t eACevTNJN t WA LTF EXITS ARE PERMITTED TO EGRESS THROUGH AREAS ON LEVEL OF DISCHARGE PROVIDED All LISTED ARE MET, FROM GROUND FLOOR OF PARKING GARAGE AT MAIN AREAS, AND LEVEL 5 PROTECTED BY AUTOMATIC SPRINKLER, MIN. CORRIDOR WIDTH: 44' TABLE 601: TYPE NIB TYPE TIM EXTERIOR: 0 HR" i NR FLOOR CONSTRUCTION: 0 HR 1 HR MIN. IXR DOOR CLEARANCE: 3r CLEAR STRUCTURAL FRAME: 0 HR 1 HR BEARING WALLS: INTERIOR: 0 HR 2 Ha NON BEARING WALLS AND PARTITIONS: INTERIOR: EXTERIOR: 0 HR REFER TO TABLE 602" 0 HR DEFER TO TABLE 602 ROOF CONSTRUCTION: 0 HR 1 HR --IVUKI n WAU ur ralNmu uANwuc I U a v nwn WALL uue J U Levu uPANAI Nun rlcuM EXISTING BUILDING, EXISTING OPENINGS TO BE MAINTAINED AND 3 HOUR DOORS TO BE ADDED. i i ELEYAt Sag (PARAPET) ELEVAT Spd ROOF ELEVAT3ad 4TH -- I ID FLOOR OFFICE) ELEVA12Bd TIERS Ff I13T ROOR I OfFlCEI A ELEYAT fad TIER2 FF ELEVA7 pd GROUNDFLOORFF WALL ? ,.?. I7. 0 llEVAT60'd ROOF OFFICE) TIER 3FF (I ST BOOR TIERIFF ELEYATM'd 11H RAOR (2ND BOOR ELEYAT2B'd Ilk OFFICE) ELEYAT1ad TURN AROUND E EVATad Alk GROUND FLOORFF TRAVEIUNEBBIAUCK nGENERAL NEWIEXISTING SECTION ` 1/16"= 1'-0" ELEV 0.T 28'4' TIER 3 FF 9EV0.T lad TIER 2 FF 141/ GROUND FLOOR FF ELBVaad 6% TRANSITION WfiWMBLE BLOCKS f4ad 3 RAMP SECTION 1116" =1'-0" WIRUMBLE BLOCKS CODES: GENERAL NOTES: \1 OUTSIDE SOURCE. REGULATIONS FOR BUILDINGS, 911 RADIO REPEATER/ANTENNA 29IT7 State Road 590 F. 727-797.9218 THE FOLLOWING ITEMS WILL BE ADDRESSED DURING BUILDING PHASE: 1. NFPA 101 2. COMMON PATH OF TRAVEL AND DEAD END CORRIDORS 3. COOKING REQUIREMENTS, NFPA% 4, FIRE AlARA1 SYSTEM, WILL BE REQUIRED AND MONITORED TO AN 5. AUTOMATIC WET STANDPIPE WILL BE PROVIDED. 6. A FIRE PUMP WILL BE INSTALLED. 7. WILL COMPLY WITH ORDINANCE N0.7617-06 RADA SYSTEM BOOSTER SYSTEM WILL BE INSTALLED DUE TO BUILDING HAVING GREATER HORIZONTAL THAN 250. DESIGN STYLES ARCHRECTURE SuileS ClGVwatrr, FL 337$9 P. 727-7974420 Uesignstyleslnc.rum AAAONi;ot 0 U- 0 (j) o? L ZZ O U 2 r LL OJ a? O? cO".IYJ^ •(tcm a? m ?m?nVa Taa ? c ` c (Q CO) N N ^O L,L AS NOTED DATE alMnme VRARE 77 TED BY. PF CT NUMBER: 10837 PLAN 1 Al X1.66 , +Jid - 010 5310 ?.?y. H°a.°I'kl ?a i Oro 4VUL lY - r ORIGINAL RECEIVED AUG 2 4 2006 PLANNING DEPARTMENT i .1 The Postcard Mania Corporate HQ. 2145 Sunnydale Bdvd., Clearwater, FL Cl 111, rt 37759 Prepared For. r r. r-?.m: p F. _27- 1.9.19 PCNI LLC , .........,m„a..,.?,?., ...,.? .,.a,. os,a ?...,.e.W«wau+w«?aax..«nM,a,. Project: #0632 .?,.n«m,wr?Kw...,.MC,swcavmu.eMe.,,,.r,.nm,aaawew.mw.e.nx..r.r,ornwwn?.wn«oemuorow.,na?m,«a.wxu«,wvwoa.+ucn«wr?mr?e.mn,rm.m»nemuru...e LiFestyle.Architecture cli Y gavl?? -/ i VQ • II. n 1 ST FLOOR PLAN 1/16" =1'-0" * F R F- 7,8'$ EXISTING BUILDING TO NEW B ELEVAT 3S$ 4TH FLOOR (2ND FLOOR OFFICE) BS$ E%ISTNG BUIIDNO TOGROUND LEVEL PARING hELEVATPS$ PARKING "?/ TIER3 F, it ST FLOOR OFFICE) FLEVATIB$ o 'l TIFR2 FF NEW444OUR ig WALL § 1 TRAVEL LAMES .TRUCK . P TURNAROUND OUNDLEVEL U ELEVAT S$ GROU..O&R Fl -,-11E TINGLOADNG DOCK Mi SL S GENERAL NEWIEXISTING SECTION U 1116" =1'-0" ELEV AT 2S{P Y TIEN3FF FLEV AT TI 1B'$ ER 2 FF EIfVATII- ..'MNDFLOORFF ELEVAT 50'$ ROOF Y ELEVAT3S$ 4TH FLOOR(2NO FLOOR OFFICE) ELEVAT 2B'$ TIER 3 FF )IST FLOOR OFFICE) I ELEVATIB'$ n TIER 2 FF ELEVATO'$ GROUND FLOOR FF 0 100-2' TOTAL RAMP LENGTH m$ oa 8%TRANSRION 8%iWVI"IT 8%+SIAPE W:=8LE BLOCK4 12%RAh1P WIRUMBLE BLOCKS LINE OF S•?•, ELEVAATT,2L' CLEARANCE 12%R,IP UP TOEMw m,.... ---_________ ?r..,.,? • .? ELEVATp{l jd'N 144(r.W t--? GROUND FLOORFF % RAMP 6% TRANSITION 6% TRANSITION WIRUMBLE BLOCKS 1BR$ TOTAL PAMP LENGTH W'RUMBLE BLOCKS RAMP SECTION 3 1/16"= 1'-0" CODES: BUILDING: FLORIDA BUILDING CODE 2004 PLUMBING: FLORIDA BUILDING CODE 2004 MECHANICAL FLORIDA BUILDING CODE 2004 ELECTRIC: NATIONAL ELECTRICAL CODE-2005 FLORIDA FIRE PROVENTION CODE -2005 CODE SUMMARY: CONSTRUCTION TYPE: PARKING GARAGE TYPE IIB, SPRINKLERED OFFICE BUILDING TYPE IIIA, SPRINKLERED BUILDING OCCUPANCY: PARKING GARAGE S-2 LOW HAZARD OFFICE BUILDING B BUSINESS ALLOWABLE BUILDING AREA/HEIGHT: PARKING GARAGE 50,000 SF PER TIER, 8 TIERS (TABLE 406.3.5) OFFICE BUILDING TYPE IIIA (B) 20,500 SF PER FLOOR, 5 STORIES (TABLE 503) ALLOWABLE BUILDING HEIGHT: 50 FT. (42" ABOVE THIS IS ALLOWABLE FOR PARAPET WALL) ACTUAL BUILDING HEIGHT: 53'-6" MAX DISTANCE TO EMT: PARKING GARAGE: UNLIMITED OFFICE BUILIDNG: 300 Fr. (TABLE 1015.1) NUMBER OF EXITS: PARKING GARAGE: 2 OPEN STAIRS PER TIER MINIMUM' OFFICE BUILDING: 2 EXITS FROM BUILDING MINIMUM' ' IRK 1023.1 EXCEPTION 1 5M OF EXITS ARE PERMITTED TO EGRESS THROUGH AREAS ON LEVEL OF DISCHARGE PROVIDED ALL LISTED ARE MET. FROM GROUND FLOOR OF PARKING GARAGE AT MAIN STAIR/ELEVATOR LOBBY DISCHARGE, EXTERIOR IS READILY VISIBLE, AREA IS SEPARATED FROM BELOW AREAS, AND LEVEL IS PROTECTED BY AUTOMATIC SPRINKLER, MIN. CORRIDOR WIDTH: 44" MIN. EXIT DOOR CLEARANCE: 32" CLEAR TABLE 601: TYPE IIB TYPE IIIA STRUCTURAL FRAME: 0 HR 1 HR BEARING WALLS: INTERIOR: EXTERIOR: 0 HR 0 HR" 2 HR 1 HR NON BEARING WALLS AND PARTITIONS: INTERIOR: EXTERIOR: 0HR REFER TO TABLE 602" OHR REFER TO TABLE 602 FLOOR CONSTRUCTION: 0 HR 1 HR ROOF CONSTRUCTION: 0 HR 1 HR --NUKIN WALL Ur YAKKING GARAGE IU YE 4 HUUR WALL WE TO ZERO SEPARATION FROM EXISTING BUILDING, EXISTING OPENINGS TO BE MAINTAINED AND 3 HOUR DOORS TO BE ADDED. BUILDING SQUARE FOOTAGE: FIRST FLOOR OFFICE •11794 BO FT. SECOND FLOOROFFICE 110A 90 FT 1DTAI'bFFl'CE'S0F7-iR1133p: Ff 1ST LEVEL OUTWORAPFA 76390. FT. 2N2LEVA OUTDOORAAFA W2 9Q FT. GARAGE SQUARE FOOTAGE: OROUNDFLOOR • 49146 . IINaODING LOADING DOM ND TER • 318M SO. FT. 3RD TER 20528 SO. FT. DESIGN STYLES ARCHITECTURE 29(7StM R-d 590 Suite. 5 Cln-ate,, FL 33759 P. 727.797-4}20 Y F. 727.7971.92-18 FAA("1391 i! 0 ? ?U ? O ??Ny F- 0 U) Z 0 R V ?p QiC Y g? cy $ 2 N 9 cu 0U Y O? Um ? U O J M • aaJ? f60] a? aa c a •d c L c N VN F., a ca - ON ?a ! W L 9 i BY REVISIONS DATE AD PD It-01 X12)7008 B IssuEOAte 0amroe JOB CAPTMN q SCALE AS NOTED CHECKED By. ff PROJECT NUMBER 00872 PLAN 1 4 Al `1? 0 C4 • • • BUILDING SQUARE FOOTAGE: 9900- 117B/90. FT. 1ST LEVEL OUTDOOR AFMA 763 SO. Fr. 2NDIEVEIkOIITWORARFA • M2SQ. FT.. FOOTAGE: DOC39 . 01801 SO FT, • 20536 SO. Fr. ORIGINAL RECEIVED AU03 2 41006 PLANNING DEPARTMENI CITY OF CLEARWATER DESIGN STYLES ARCHITECTURE 29(9Stwe Road 590 n Suile5 k2 C11-ta, P7.33759 P. 727-797.4420 R F.?-7979215 E de¢gnstyleElnuum F'AArcg3fl, Z 0 ? O? L? 0 ? Z 0 R U e6 9 1 cc Q LL LLV m K N U O J aoJ a Cgs Ipma?m ? m Ul Ta 72 c ` c to V N ++ V O N a L 8 ? a p66 p BY REVISIONS DATE N[' AO PD RM. 01 XX'AXM 8 ayS vH i q? M. DATE OBiV1,OS gy JOB CAPTAIN T7 SCALE AS NOTED .E0 013Y.. P' PROJECT NUMBEFl PLAN 2 9 A21 A 0 Iv • • F1EY"iffid _ __ ?nrowwaAa 0 / 0 y 0 0 STAIRIGALLERY SECTION ALLERYSECTION 2 1/6" =1'-0" 3118 -1STAIRIG -0" BTww apY{ I I I ELEV pL_i?i_? O88Y NR G T ? PAX ,X 'X dyX?; PX rX ! Pal RALCONY ? ?MINO ?,. BE OWO OPEN O ?I F STORAGE \ b^?MAPI?TING XX > \P XP X AY,C 9 \ ^ ?P X XXX> XP XP P , XX X CV IN 04TH FLOOR PLAN 1116" =1'-0" ORIGINAL RECEIVED AuG 24 2006 CEAVJAE, P 0O CivS BUILDING SQUARE FOOTAGE: FIRST FLOOR OFFICE I IICC??EEgg5500p0 S0. ? 1ST LEVEL OUTDOOR AREA 7S1 SO. Fr. 3NDL OUf000RAFFA fitt SO. Fr. TO FT- 1345 . FT. GARAGE SQUARE FOOTAGE: GROUND FLOOR • 4010 S0. FT. NCLUDING LOADING DOCK) ND TIER v 31803 SO. FT. 3RD TIER s MM SO, FT. DESIGN STYLES. ARCHrrECTURE 2907St'te Road 590 q Sulw5 t2 Clcu-Im FL. 11759 a P. 717-797-4720 IWl F. 727-797-9218 Y deslymstyl iiu;,com AFAOM1391 Z O F? O $ Q Z Z 0 U ®B 9 Y _! LL OJ Y O ? Uma? N J 9WJ (pma:m ?m as ?a - c L ? U N N ra ^N N E?{ LL of W^ 2 i 1 i BY REVISIONS DATE AD PDR-11 Iaruu38 l ISSUE DATE OBA7L90 JOB CAPTAIN: P7 SCALE AS NOTED CNECNED BY: PF PROJECT WISER KIM PLM3&4 Y RA3 3RD FLOOR PLAN 1 1116" =1'-0" 0 9 Tree Inventory Post Card Mania Clearwater, Florida August 26, 2006 Prepared by: Alan Mayberry, Consulting Arborist For: Keith Zayac & Associates, Inc. ORIGINAL RECEIVED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER The following report is submitted by Alan Mayberry, Consulting Arborist, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have no interest personally or financially in this property and my report is factual and unbiased. This report is the property of Keith Zayac & Associates, Inc., and will not be given to other entities unless so directed. Tree Canopy Analysis and Preservation Strategies The subject property is currently a commercial site and the tree canopy consists of trees that have been planted for landscape purposes or young trees that have recruited naturally along the neglected east and west property lines. The predominant species is the laurel oak (Quercus laurifolia) and Chinese tallow (Sapium sebiferum) that were used in landscape buffers to meet landscape requirements. The Chinese tallow was a popular tree in the 1970's and early 80's but is now recognized as an undesirable tree and is on the Florida Pest Plant Council's Category one list for invasive exotic trees. Consequently, state statutes require removal of this tree if redevelopment occurs. In addition, there are numerous Brazilian pepper trees (Schinus terebinthefolius) on this site that will be required to be removed for the same reason. The best opportunity for tree preservation is for trees located on the east side of the existing ditch that traverses the east property line from north to south. These trees are helping to stabilize the ditch bank and their root systems should not be impacted by the site development. Additionally, there are several trees in the landscape buffers and outlying areas of this site that are worthy of preservation but some of these trees will need remedial work or increased rooting areas before preservation should be considered. The following tree inventory makes specific comments relative to the potential for tree preservation for individual trees. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the data used in the inventory: 0 0 Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. Size - Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If there is a fork in the trunk at that point the diameter is measured at the narrowest area below the fork. Palm species are measured in feet of clear trunk (C.T.). Species - Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition Rating - The condition rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included bark. Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A tree with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearance and any unique features. The rating scale is 0-6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. 2 - A tree exhibiting serious structural defects such as codominant stems with included bark at or near the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems. A tree with a rating of #2 should be removed unless the pr blem(s) OGINAL RECENED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with average structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codominant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon have included bark can be included as a #3. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 - A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 rating is worthy of significant site plan modification to ensure its preservation. 6 - A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. NOTE: A tree inventory is typically valid for 3-5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified International C e of Arboriculture (ISA) Certified Arborist. RECEIVED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees rated 4.0 and higher should be preserved. if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not to the extent that site plan modifications are necessary. When work of an arboricultural nature is recommended in the inventory it should be performed directly or under the supervision of a competent International Society of Arboriculture (ISA) Certified Arborist. This tree inventory was conducted on August 26, 2006. The weather was overcast but with good visibility. Per City of Clearwater requirements the tree inventory will provide specific information in the comments section as justification for each tree with an overall condition rating of 2.5 or below. Additional comments for trees rated 3.0 and greater are provided as necessary. Tree Inventory Tree # Size Species Rating 1. 17" laurel oak (Quercus laurifolia) 3.0 Comments: This tree is growing in a four feet wide landscape buffer located between the sidewalk and edge of pavement. The tree is causing damage to the asphalt and sidewalk and should only be preserved if additional rooting area can be created. In addition, there is a rack of utility wires overhead including a primary wire and the tree will have to be pruned regularly by the utility company to accommodate the wires which will affect its aesthetic value. Recommend preservation only if the buffer can be widened to accommodate the expanding root system. 2. IV laurel oak 2.0 Comments: This tree has low live crown ratio, dieback in the upper crown, thinning foliage and below average structure and form. Recommend removal. 3. 16" laurel oak 2.5 ORIGINAL Comments: This tree has poor structure, minor dieback, below average live c VYaltiro, and has cankers from previous flush cuts. Recommend removal. AUG 2 4 2006 PLANNING DEPARTMv"°' CITY OF CLEARV't?. • 4. 15" laurel oak 3.5 Note: Trees #5 - # 18 are all located on east side of an existing ditch and if the ditch will remain in the proposed development their root systems will not be affected. These trees can be preserved unless noted as a hazard. 5. 11" green ash (Fraxinus pennsylvania) 2.5 Comments: This tree has a four inch bark inclusion six feet above grade in the crotch of two scaffold branches that support the entire crown. This defect can easily be corrected through structural pruning (a specialized pruning performed by someone who has had the requisite training). This tree is otherwise healthy and will evolve into a good tree if the maintained properly. Note: This site plan shows palm species by diameter inch instead of clear trunk and as the City of Clearwater code protects palms with 10' of clear trunk or greater, only those palms will be inventoried. 6. 11' CT sabal palm (Sabal palmetto) 4.5. 7. 10' CT sabal palm 4.0 8. 7" live oak (Quercus virginiana) 3.0 Comments: This tree is one sided but is healthy and has above average structure. 9. 12" multi stem. coastal plain willow (Salix caroliniana) 2.5 Comments: This is a multi-stem tree and is competing with an adjacent oak tree; however it is stabilizing the bank and could be preserved due to its location on the east side of the ditch bank. 10. 14" laurel oak 11. 8" laurel oak 4.0 2.5 Comments: Trees #I I and # 12 are located on the slope of the creek bank, are one sided, have average structure but are recommended for preservation due to their location on the ditch bank and the stabilization they are providing. However, in the future they may have to be removed if erosion occurs and undermines their root systems. 12. 8" laurel oak 2.5 Comments: See note above for tree # 11. ORIGINAL RECEIVED AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 13. 11' CT sabal palm 3.0 14. 15" laurel oak 3.5 15. 8" live oak 3.0 Note: There is a large stand of Brazilian peppers on the east side of the creek that may be required to be removed. 16. 14" black cherry (Prunus serotina) 2.5 Comments: This tree is covered with grape vine, has poor overall form, average structure and live crown ratio. This tree will evolve into a good tree if the grape vine is removed and it is maintained properly. 17. 8" black cherry 2.0 Comments: The crown of this tree is saturated with vines on both sides. It has low live crown ratio and below average structure. Recommend removal. 18. 13" laurel oak 2.5 Comments: This tree has a one sided canopy going to north. It has vines present and codominant crotches in the upper crown. However, it could be preserved due to its location on the east side of the ditch. 19. 9" laurel oak 2.0 Comments: This tree has poor form, a tight restricted crown and a vine infestation. Recommend removal.. 20. 5" laurel oak 0.5 Comments: This tree is nearly dead. Recommend removal. 21. 10" wax myrtle (Myrica cerifera) 1.0 Comments: This tree is covered with vines, and the top has broken off. Recommend removal. NOTE: Trees #22 - 25 are co joined at the base as co-dominant trunks. Recommend removal due to the high potential for future failure. 22. 12" laurel oak 2 ORIGINAL 5ii 2ECEIVED AUG 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP Comments: This tree is one sided, has, average live crown ratio, below average form, and poor structure. Recommend removal. 23. 6" laurel oak 1.5 Comments: This tree is located in between two trees, has a tightly restricted crown, and poor structure due to the basal co-dominant attachment. Recommend removal. 24. 15" laurel oak 2.5 Comments: This tree has a basal co-dominant attachment with the other trees, and is recommended for removal due to poor structure. 25. 5" laurel oak 1.5 Comments: This tree has a tightly restricted crown, no branch spread, low live crown ratio, poor form and structure. Recommend removal. 26. 12" laurel oak 2.0 Comments: This tree is covered with vines, has very poor structure with a codominant crotch 10' above grade and has low live crown ratio. Recommend removal. 27. 9" laurel oak 2.0 Comments: This tree will soon form a basal co-dominant attachment, has poor structure, is one sided with average live crown ratio. Recommend removal. 28. 13" laurel oak 2.5 Comments: This tree has poor structure, average live crown ratio and some vine coverage. Recommend removal. 29. 7" laurel oak 2.0 Comments: The central leader of this tree has broken off. The form, structure and live crown ratio are below average. Recommend removal. 30. 13" laurel oak 3.0 31. 6" black cherry 1.0 Comments: This tree is saturated with vines, has low live crown ratio, po& (A and structure. Recommend removal. RECEIVED AUG 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATF? 32. 10" laurel oak 3.0 33. 7" water oak (Quercus nigra) 2.5 Comments: This tree is one sided, has a tightly restricted crown, is growing between two larger trees, and has a vine infestation. Recommend removal. 34. 18" laurel oak 3.5 35. 10" laurel oak 3.0 36. 5" water oak 2.5 Comments: This tree has low live crown ratio, a restricted crown, is covered with vines, and has poor form. Recommend removal. 37. 4" sweet gum (Liquidambar styraciua) 3.5 38. 6" sweet gum 4.0 39. 13" laurel oak 3.0 40. 12" live oak 2.5 Comments: This tree is one sided and the leader bends to the south. It has average live crown ratio and structure with below average form. This tree would evolve into a good tree if maintained properly, otherwise recommend removal. NOTE: Trees #41 - 44 are co joined at the root collar and are co-dominant to one another. Trees with this type of attachment have a high potential for future failure. This condition is essentially impossible to correct, consequently these trees are recommended for removal due to poor structure. 41. 10" water oak 2.0 Comments: See note above. 42. 14" water oak 2.0 Comments: See note above. 43. 9" live oak 1.0 Comments: See note above. ORIGINAL RECEIVED 44. 13" laurel oak 1.5 AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • Comments: See note above. 45. 29" water oak 11 2.5 Comments: This tree has a spectacular crown of 360 degrees with beautiful form and high live crown ratio; however, it has very poor structure. This tree has a severely included crotch 5' above grade in the scaffold branches that support the entire crown. The area below the crotch has the bulging present on the trunk that indicates the presence of internal cracks that could lead to future failure. In addition, the tree is showing some internal decay around the root collar evidenced by fungus fruiting bodies. This tree has a beautiful appearance but has a relatively short life span and may only afford aesthetic amenities for another 20 - 25 years. If preserved this tree should be cabled and braced (an arboricultural technique where steel rods and cables are installed in the tree to strengthen weak areas) per ANSI standards. In addition, the tree should have a rooting area equal to its crown spread to preserve the aesthetic benefit of the crown and to have an adequate rooting area as the water oak is sensitive to root loss. NOTE: Tree # 461s one of several Chinese tallow trees (Sapium, sebiferum) that are in the Category #1 list of invasive exotic species recognized by the Florida Pest Plant Council as such they are required by state law to be removed; therefore, all Chinese tallow trees will be designated "0" and recommended for removal. 46. ; Chinese tallow (Sapium sebiferum) ' 0.0 Comments: Invasive exotic, recommend removal. 47. 24" slash pine 5.0 Comments: This tree is the best tree on the site and should be preserved with a rooting area at least as large as its crown spread. 48. 5"& 6" twin Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 49. 5" Chinese tallow 0.0 NOTE: * indicates off site trees and therefore can not require removal but must be protected during construction. 50. *30" Chinese tallow 0.0 ORIGINAL 51. * 14" Chinese tallow 0.0 RECEIVED 52. 10' CT sabal palm 3.5 AUG 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 & 53. 8" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 54. 9" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. NOTE: This site has a Salix wetland composed of the coastal plain willows (Salix caroliniana) which was not surveyed as individual trees. The trees may be under 4" diameter. If this wetland is not to be impacted by development it will not need to be inventoried. However, if development will cause the removal of the willow trees they should be surveyed to determine if protected trees exist and then inventoried. The area was under water due to its low elevation and recent heavy rains. 55. 15" laurel oak 3.0 56. 16" laurel oak 1.5 Comments: This tree has extremely low live crown ratio as 65% of the crown is dead; therefore, recommend removal. 57. 18" laurel oak 2.0 Comments: This tree has a thinning crown, average form and poor structure in the form of a co-dominant stem with included bark four feet above grade. Recommend removal. 58. 22" laurel oak 2.5 Comments: This tree has a co-dominant trunk with included bark 4' above grade. It has dieback in the center of the crown and below average live crown ratio. The tree is healthy and could be preserved if it is cabled and braced and maintained properly in the future. 59. 7" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 60. 10" Chinese tallow 0.0 Comments: Invasive exotic, recommend removal. 61. 12' CT sabal palm 3.5 ORIGINAL Comment: Part of the root collar is on top of the curb. RECEIVED AUG 2 4 2006 pLANNING DEPARTMENT CITY OF CLE,. 62. 4" Chinese tallow Comments: Invasive exotic, recommend removal. 63. 5" Chinese tallow 0.0 0.0 Comments: Invasive exotic, recommend removal. 64. 10" live oak 3.0 NOTE: Tree should be removed unless the curb is removed as the root collar has no room to expand. 65. 12" live oak 2.5 Comments: This tree has a co-dominate trunk four feet above grade, and below average live crown ratio. The tree has also suffered from previous incorrect pruning including stub and flush cuts. However, the tree could be preserved if structural pruning is performed and it is maintained properly thereafter, otherwise recommend removal. 66. 23" laurel oak 2.5 Comments: The main crotch of this tree that supports the entire crown has scaffold branches that are included. On the north side there is a severe bark inclusion, additionally on the southeast side a bark inclusion is present with a raised area indicating internal cracking. Roots have also been scarred from lawn equipment which will result in some decay although it should not be debilitating if this practice ceases. In the interest of public safety this tree has been down graded due to poor structure; however, it is healthy and has good form and could be preserved if the developer is willing to cable and brace this tree per ANSI standards and provide additional green space for an increased rooting area, otherwise recommend removal. ORIGINAL RECEIVED AUG 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER STORMWATER NARRATIVE The project includes a normally dry treatment and attenuation pond providing treatment for the first Y/2" of runoff and attenuation for the 25 year 1 hour storm event. The treatment volume within the pond will be drawn down by a side bank filter system within 24 hours. A portion of the pond extends below an access ramp within the parking garage to provide the necessary volume, but is easily accessible and maintainable from the outside pond area. ORIGINAL RECEIVED AUG 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER KEIT M'Sf. AYAC +•2006 1,92 rj e O s w Ca? •fu. s V I i7 I 4D fJ frO "00 n ? j,??•. I.1. O r'. •? ? • OE . CITY OF CLEARWATER Post Card Mania STORMWATER CALCULATIONS 522-06 8/29/2006 1 Required Treatment Acreage Square Feet 1/2 inch 2.580 112,699.50 2 Attenuation Cu Feet Acre Feet 0.5 4696 0.108 FDOT ZONE VI: Tc=60 min i=3.7 inches per hour C existing calculation: Square Feet C 65,048 Existing impervious area (sf) @ 0 Existing gravel areas (SF) @ 0 Existing pond area (sf) @ 47,652.00 Existing pervious area (sf) @ C proposed calculation: 74,401 Impervious area (sf) @ 0.95 0 Gravel areas (SF) @ 0.5 10,968 Pond area (sf) @ 1.0 27,331 Pervious area (sf) @ 0.2 Volume needed = tiA (Cp -Ce) t 3600 i 3.7 A 112699.5 Cp 0.79 n Ce 0.37 ?z O - n 0 ? O a? ti E m ,3 C ?z 0.49 0.49 1.00 0.20 sum 0.98 0.98 1.00 0.20 sum 31873.52 0 0 9530.4 41403.92 72912.98 0 10968 5466.2 89347.18 Cu Feet (Acre Feet) 14660 0.337 <Amount needed to treat 0.37 <Existing C 0.79 <Proposed C <Volume needed for storage AV 11 i 4 Weir Calculations Q existing C existing i A 3.507041472 0.3673834 3.7 2.58 Width of weir (ft) Weir factor 1.083/2 Q 1.042 3 1.122368923 3.507041472 Width of weir (inches) 12.5 5 Elevation of weir Area Avg. Area Volume Acc. Vol. Trt. Vol. Weir Elevation (Ac) (Ac) (Ac-Ft) (Ac-Ft) (Ac-Ft) Elevation 48.50 0.2000 0.00000 0.2200 0.11 0.1078 48.99 49.00 0.2400 0.11000 0.2600 0.13 49.50 0.2800 0.24000 0.3000 0.15 50.00 0.3200 0.39000 -c 700 0 0 0,0 L? rs+ a Calculated Weir Elevation: 48.99 Ft i 0 "mat 0 Clearwater Fire & Refue 610 Franklin Street - Clearwater, Florida 33756 Public Works Administ adon- Engineering Department 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 FIYeiow and HydraAtwo his worksheet Is mquftd to be submitted to and appnrad by the AUUMn* Harting Jurbdk*m (AHJ) prior to DRC meeting for any projset sat Is am e than 3 stabs or more than Win MagM above as lowest Fire Dept vahk b saris p*dar for ay oMw prgjaetaat wO re r on Atdmu o VM Sbmdpipo System aWror Frfe PunV bsfore any pen. for yew budding constmm ion, trrIdkng I t or fire hydrants wig ba bared by the Cr? of Cbsrwdrr. kd'ormsaar snd design must oo npry wM FwAda Bundling care, chapter 9 - he Pr oq Systems, FWMs Fh e P woMon Cade to klclade appiloebie NFPA Coda (NFPA 1.13,130,13E,13R,14,14 20,291 aml 1142 Annex H) and AW WA M47 - Instaftdon, Field Testbg and lhlakderancs of Fire Mpharres r?tiadon *wtKame: ojactAd*mw 'Z 1 y S'Nj `(A-*%-L. O V-0 33-A0 canon of nneaeet Fire Hydrant: 21 c? J O?O?j7 as of water Main suppMng Fife Flow: (p C (?A2w•A?/Z i?.J:??i%?L ?t!tA2?r IiLsL dim tv z' psi Residue]: ?y Pei P(tot; I { par Flow: I (? y 9pM stance of test gauges retatlve to the base of the rber: H011MOatal R vestal (Elevatbn) ft dram Test conducted W. chdelattach copy of acbW test sheet) Looped System or Dead-end wM? Ic-3 (J (?]J 77 iPAard ClaseHkatlen no Cl 10, am %" 'PMMN. deseApuoa. and arargennwtc r %4rltiC "rv. 2?2 S/{34, ` Pt2?Y I. qP o 0 0 "X '4 r-:,c RI L 2 0, ig t ri vl ach addkkmd shaels tF nxpisd- a gn Paranretiern _ ea a Sysfwn Type Area tab Dens* how" raids floes loam - Oabdit Hase faon0 200 Kcz? WG ( 1?D6 y ?? t•00 30 ad Vow shwo it M**B& TOTAL NEEDED FIRE FLOW ("X- ): 18 E70STM SYSTEM SUPPLY SUFFICIENT TO MEET N.F.F. ABOVE? ZO ' c?PM 0 No ... ;ard Sfarldards stem Compwant App icOb NFPA SbrA=d lYiar m d OSrsr Codas or Sbtsfes 7?JG?? ,? ,aQ2 ' l v2 s 4???/4?t / OY ('fit, 7 3'tA L SALt. k,L-,z sYsg -Z,-b z sch addMond Bheets F raquked Project' kscksdes a Fee Pump. snpphr am faM , I g- o Pump ddomanon: PUMP Capar3ly -a to Storage Tank Capc(ty(?). Rated Pressure: 9Pm C.1"nPressae: AUG A4 2006 psi Pressurea150%ft wne- ,e?l?D EPARTIt7FN "+ r L ,, CITY OF CLEARWATFP sa.er.Name: L rP? Q 2? i "142 2 tS wowDgnax l SSJCiR4,?\?uiS?+Atic {?Zc ?l(<t2t ttin tug Address: pa f l.?x ??t ? ??'?1 -L. 3.2o 4?3-gib 813"1 48tl- 81-& -3ibt Ft. IS-2 - X97,.-y6 Rro Prevention Ron l o the addressed prior fo DRC approval: Provide Fire Flow Caton dWm f WaierStudy by a FIRE PROTECTION EKVMM to seem an adetpsie wrier soppy k ayellos and lodelenn, raw upgades are ieghdrod by the devdoW due tothe id4hact 41ft protect The wrlar supply must be ebb to support do needs of any vequi ed fire spri ider, strndpipe andfar fire pump. n e tie pump is required the weler supply must be Web supply 1SD9i of ft raled capecn1 Canhp6ahoe wgh life 2004 Ronda Fire Prevention Code to include NFPA 13. NFPA 14, NFPA 206 NFPA 281, and NFPA 1142 VmMK H) Is, rsquired. 2- VVhen en FDC is n xpkv , it d a be n hhi-'ou. d 15 from building and dd have alie hydvatwitirh 40: Tiis hydrant ndnei not be kweled on dame mein as Fire SpMMer and must bean a** side d dw6ie 0ftclorsiheck valre. TW hydrant kin, ddBon lo the hydrat Oat is respired for Ii Agi 6n9 purposes that is to be within 30V of budding as the hose lays and an fife same aide of street as the project. 3• Provide and show, on the plan minimum W turning radius far emergency vehicle ingress and egress at d entrance and exits. 4- Provide and show an the site plan 24 it width at driveways / drive alsies for emergency veNds ingress and egress for fort and roar peridng late. Where driveway lespit by an island with onaAM trel6c each sided bland provide and stow on d le plan a.. I ibmin 20 R width driveway on each side of the bland S Provide fire department access roadway (with Lnrn aannhd? Y. Tor CuF)aSac) in accaderos wfih NFPA 4. FM Department access roadway must have 244bot dear width and 144bd vertical clearance, and be aapabie d aupportig the weigh offie department, MIA ss (110,00010) FLOW TEST c" Or CLEOAWAUR WAWA WMAR 089 0 eta- I??-q7Q?7 A#?n L r ry 6R-o ".. Hu d C©eV i c-evi+ N -,-;?.5-" ,-;?. 5-" 1 cus?RR?u?nMS?r ORIGINAL RECEIVED ASS 24 2006 PLANNING C y Oy C 1AMUATER A water Clearwater Fire & Rfue 610 Franklin Street - Clearwater, Florida 33756 Public Works Adminisdation- Engineering Deparlment 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 m F>ra Flow and ttydraa?woomboat ids worksheet is required to be Sid, to 'to aid appmed by do Autha ft Having duct kit n 0" per to DRC maetl m for any projecttlat m more than 3 stories or more Than he' In INeW aborm the krwest Fke Dept vatdrle access point or for may othw prgisctGO VA ragldre an Autormitc first Shndplps System arrnbr Fire Pmw before airy permits for mw building construction, bniikng erq slow or tie vA bs tmmaed'by the CCty of C lowvratar. 40 orma11 on and design must ooniply with Patch BuNdkng Code, Chapter 9 - Im Protection Systafa, FbAda Fhe Preveme m code to kmkds applicable NFPA Code (NFPA 1.13,13D,13E.13R,14,16, 20, 291 and 1142 Am = H) and AW WA M47 - Inef dWm, Field Testing and Uakftmmce of Five Hydrants. . o)ectkrfomnatioui zh;, ; N --7777 ? Q? Cruet (?titJ)r .. , QOdAddraa:. 21'- 5 S?l?t? `c d 1?J ojodAddmnsx l 1L:P*!1tn?s :i2 33-7G. cation of nearest Fie Hydraam 2 i'-k -zr -C-U&A h ce of Watar Main Supplying Fire Flow Ca d k4 (o psi Residual: ?q. pal - S i' -9 Hydemnt0 93 -- CrZ, Q 06o 2 -a Looped System or Dead-end WW L? Pe- Picot: 4 kG par Flow: U i CO gprm _ alamoe of test gaugsa relative to the bameeloflthe rbsr: Hormonfal / ft Varflpd (EWation) R drant TOM Conducted! by: cl de/attech copy of actual test sheet) A N(acaM CssHkaHon . no C m am 0eea111600 of Haiald FlatoCTmd ltlarmlladbr dbeCrkrtnm. maormma fmdMlt Mad MrrMmeennet N MM MIftio el ech additions'sheets i required algh parameters' m a -%V"m 7YIn Ante (as) DemfUr ho W" knife Rosa Como - Omalde Hsee Carom] 15ac?s Pis ?, - - 230 `?? Wet 1 t'o 6 I c) V00 ado addtioM sheets 9 required. TOTAL NEEDED FIRE FLOW (N. S y W MOST11M SYSTM SUPPLY St1FFlCIM TO MM N.F.F. ABOVE? 0 77 am ED no . ad Stands 6, atom Component Appgcabie NFPA Smadmd ffewE M and OtlarAofcable Codas arffiabrs 7?1G?1? 1.? S A;vc5Q2 ?v?'t 1? aft •ar-•? a?' l?us ?,r??'?c ,Sp2,t?li.?2 SYS`? ?? 2 I, L r- fin auhutitiorual alnaets V required. .. ?°? ? . P1ojecr Inchmin a Fire Pu mp, supply the forewkg a Pump Inforrrntiom: PUM Cepedyr- Rated Pressure: alts Storage Tank Capelly(T): psi gran Premu m PAUS 24 ME Pressure a 160% now. VING DEPARMpi,;, CITY OF CLE !q'i • 0 asr.rtsanrre: Aouz4 d22%s / 4r apnyrama Ass,,.CtA J?u? +A'?c ??2?r,j?Ct«i rvr 44V4 &*Addrass: Q? ??x 3LE h taLt ?i?.?Z `! D Ga v f, Li % • ??. ?- 3S2-797- ?GZ ?i3-?so ??301? AddM4 W ldit"W164Mi'Ne0&ad .. Rm prevention items tobe eddroovad prbrto DRC WW0vd: Provide fie FIow Calciftona / Walar Study by a FIRE PROTECTION ENGINEER !o assure an adequab water soppy IS ayaletile and to delenrnare if cry tMedesarsregriedbyttrededoWdusbthe.innpartafthlspn>ject MwvMxduppynimtbeebbWsujWilenmftcfanyls*iiodQieapriril 4 4 andforfke pump. If aft pump is ra**ad fie waft soppy meet be able b supply IN% of ft nlad caperKI Compliance vft the 2004 Florida Fire Preventbn Coda to im*rde NFPA 13. NFPA 14, WFPA 2% NFPA 281, and WPA 1142 (Ameoc i) is m**ed. 2 When an FW is required, it sired be a ff** m of 1vg from bi ft and dM have a fire hydrant wMdn 4C. This hydrant dM not be bested an same main as Fit and anal be an mwpy aide of double ddocWctmKk valve. V hydrae is ln addilon to the hydrant that is raquied for iraII;l - 9 puwass Prat b b be wrTlin 3W of 11 g m the hosa lays and on live same side of street as the project 3' Provide and show on the isan minder. W tuminp radr/a far a ingwicy vehicle ingress and egress st ai m I i x and a to 4- Provide and show on the site plan 24 It widtir at driveways / drive abbe for emergency vehicle frWass and aprons for front and rear parking tots. Where driveway is spit by an island with ons way traffic each side of WwW provide and show on alto plan a mi *nm 2a R width driveway on each side of the island S' Provide tie departno access roadway (alit turMareund, Y, T or CuFDe,Sac) in aooordinnas with NFPA 4. Fire Department amass roadway must have 244bot dear wkNh and 14-foot vertical dearanoe, and be capable of supporting the weight of fire departrner - vehicles (MOOOft) • ? p et 3- I a79 "I ?t4n Lay, ry FLOW TEST off Or CLEA11lUrAM -Coro _p F_ d;7h___)f5E0 .?R o b OpfO ! I 4 h 2ayae ORIGINAL RECEIVED AUG 24 2A-6 PLANNING DEPARTMENJ CITY OF CLEA?RWATFD S?AL? 8/30/2006 "Ji, R Receipt #: 1200600000000008857 11:08:35AM r Date: 08/30/2006 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-08057 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check POSTCARDMANIA INC R_D 1573 In Person 475.00 Payment Total: $475.00 r W W O Q C1 _ c i Q Z > O U da C\2 W w U O? ZO Q V a THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 FLS2006-08057 2145 SUNNYDALE BLVD Date Received: 08/30/2006 ORIGINAL POST CARD MANIA RECEIVED AUG 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ZONING DISTRICT: IRT LAND USE: IL ATLAS PAGE: 262B PLANNER OF RECORD: NOT ENTERED CLWCoverSheet 174 ELEVATION 2 1116" =1'-0" t? NORTH ELEVATION 3 1116" =1'-0" „- EAST ELEVATION 4 1/16" =1'-0" RECEIVED JUN 2 2 2001 PLANNING DEPARMENT CROF CLEARWATER at<It?i?? The Postcard Mania Corporate HQ. Suites We Road 590 Suite 5 2145 Sunnydale Blvd., Clearwater, FL Cle-t, °1.33759 Prepanid For: F 723797418 D \ / F. 727-797-9218 AAMw Project: #0632 A_ RCHLTECIl1RF Ll I ,;GtQ nWEST ELEVATION 1/16" =1'-0" & . . 0 0 PLANNING DEPARTMENT July 13, 2007 Keith Zayac & Associates, Inc. 701 Enterprise Road Suite 404 Safety Harbor, FL 34695 CITY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 RE: AMENDED Development Order regarding case FLS2006-08057 at 2145 Sunnydale Blvd. Dear Mr. Zayac: This letter constitutes an Amended Development Order. Your amended site plan and supporting materials submitted June 22, 2007 have been reviewed. The request to delete one floor of parking and reduce the height has been approved. The revised parking count of 102 spaces is still meeting the required 100 spaces. Additionally, the revised height is still within the maximum height requirement allowed. The requested deviations of the previous approval for a reduction in the front (north) setback from 20 feet to 15 feet to parking lot for a an office/manufacturing use in the Industrial, Research and Technology (IRT) District under the provisions of Section 2-1303 and a request to reduce required foundation plantings as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. remain unchanged. The following bases and conditions also remain unchanged: Bases for Approval: 1. The proposal complies with the Manufacturing and Office criteria under the provisions of Section 2-1303C.D; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions for Approval: 1. That prior to building permit, a Tree Preservation Plan is approved through the Planning Department; 2. That the final design and architecture match the submitted elevations and plans; 3. That the building height not exceed the allowable 50 feet; 4. That any signage is reviewed by the Planning Department prior to installation; and 5. That prior to certificate of occupancy dumpster and compactor service is arranged with the City Solid Waste Department including an enclosure. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Ii 0 0 July 13, 2007 Mr. Zayac - Page Two I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the revised site plan and application received June 22, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year. of Flexible Standard Development approval (January 31, 2008). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Amended 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. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727-562- 4567x2504. You can access zoning for parcels within the City through our website: wky-vv.myclearwater. coin. Sincerely, Michael Delk, CP Planning Director S: (Planning DepartmentiC D BTlex Standard (FLS)IInactive or Finished CaseslSunnydale Blvd. 2145 (IR7) Postcard Mania -Approved- SKIAmended D.O.2145 Sunnydale Blvd. doc 0 E.P.S. MOULDING STUCCO FINISH ON CMU- --__Y_ A. rn • 3 1/2' 3 1/2" T-11 " 3'-3 1/2" 1'-4" 3'-3 1/2" SCALE 1/2" = l'-0" MONUMENT SIGN 29 SF TOTAL RECEIVED JUN 2 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER POSTCARD MANIA CORPORATE HQ. 2145 SUNNYDALE BLVD., CLEARWATER, FL. PWIAR FOR PCM, LLC PROJECT MOB32 2`W'4"tr howl 3%) Suite 7 11.727-797-420 F. 727.71r,921A ?- iley{btnt?lcroiFr.cum FAN9r- SUNNYDALE BOULEVARD Keith Za yac & Associates, Inc. 701 S. Enterprise Road E., Ste 404 Civil Engineering, Landscape Architecture, Planning Safety Harbor, FL 34695 (727) 793-9888 Phone (727) 793-9855 Fax keith(o)keithzayac. com EB 9351 LC26000212 June 21, 2007 Mr. Michael Delk, AICP City of Clearwater Planning Department 100 S. Myrtle Ave. Clearwater, FL 33758 RE: POST CARD MANIA FLS2006-08057 MINOR AMMENDMENT Dear Mr. Delk: Please accept this letter as a request for a minor amendment to approved Development Order FLS2006-08057. Attached are the following items along with a revision narrative outlining the revisions made to the plans: 1. Two copies of the revised site plan and landscape plan. 2. Two copies of the full size and reductions of the revised architectural plans. 3. Two copies of the revision narrative. We ask this information be revieWed and approved as a minor amendment. Sincere ~l, Ileeith, ?`??ZayacI P.E., RLA RECEIVED PreiYent Keith Zayac & Associates, Inc. !UN 2 PLANNING U&ARI TENT CITY Of CLEARWATER POST CARD MANIA PROJECT REVISION NARRATIVE • The second floor parking level has been omitted. The overall building height has been reduced from 53'-6" to 48'-6". • The existing loading dock within the parking garage has been rotated ninety degrees toward the east to accommodate the turning radii of larger semi-truck deliveries. • A stairwell has been added to the north-east corner of the parking garage to accommodate egress requirements for the 2nd level parking. • A generator has been added at the north-west corner of the existing building to serve the proposed building only. • The first floor parking layout has been modified to accommodate the dock revisions. RECEDED JUN 2 2 2007 PLANNING DEPAMMENT CRY OF CLEARWATER 0 i t 4 'Y w 1?, 1 `1 i? 11 # LONG RANGE PLANNING D EVH1.oPMPNT Ri-mi:w January 31, 2007 Keith Zayac & Associates, Inc. 701 Enterprise Road Suite 404 Safety Harbor, FL 34695 CITY OF C LEARWATE R PLANNING DEPARTMENT Pos-r 0rr•13e Box 4748, Q.iAkwArrH, FLORIDA 33755-4748 MUNICIPAL Si;atvias 13uarntic, 100 Sou -i MvR'rl.l? Avl=NUE, CLEARWATER, FLORIDA 33756 '1F-11?PfloNE (727) 562-4567 FAx (727) 562-4865 RE: Development Order regarding case FLS2006-08057 at 2145 Sunnydale Blvd. Dear Mr. Zayac: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On October 5, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to permit a reduction in the front (north) setback from 20 feet to 15 feet to parking lot for a an office/manufacturing use in the Industrial, Research and Technology (IRT) District under the provisions of Section 2-1303 and a request to reduce required foundation plantings as a Comprehensive Landscape Program under the provisions of Section 3-1202.G. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Manufacturing and Office criteria under the provisions of Section 2-1303C.D; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions for Approval: 1. That prior to building permit, a Tree Preservation Plan is approved through the Planning Department; 2. That the final design and architecture match the submitted elevations and plans; 3. That the building height not exceed the allowable 50 feet-, 4. That any signage is reviewed by the Planning Department prior to installation; and 5. That prior to certificate of occupancy dumpster and compactor service is arranged with the City Solid Waste Department including an enclosure. I ONO I111M RI), \IAMN ?c,1n Ih r,:M , C(N M 111AIFNIM::1; I IM-1 I I:MMIII r(MX, Cc)1 NULMih:M1M:1, 1311.1. )ONY)N, CnrXr1LM11IM 10::1, ® CANIA:C A. PF11:RS1:\, 0i1 :W11A1P.M1RhR "FQ1 Al, I'MIPH )) NIEN 1 A.N1) APPIR.UAT1vl'. Ac: i m I?M1IT IT'" January 31, 2007 Mr. Zayac - Page Two I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the site plan and application received August 24, 2006 and additional supporting materials received November 22, 2006. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (January 31, 2008). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that 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. If you have any questions, please do not hesitate to call Scott Kurleman, Planner H, at 727-562- 4567x2504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, Al P Planning Director S: IPlanningDepartmentlCD BlFlex Standard (FLS)IPending Cases12 -Reviewed and PendingISunnydale Blvd. 2145 (IRT) Postcard Mania 10-5-2006 DRCWSunnydale Blvd 2145 D.O..doc Keith Zayac & Associates, Inca Civil Engineering, Landscape Architecture, Planning October 17, 2006 Mr. Scott Kurlander City of Clearwater Planning Dept. 100 S. Myrtle Ave. Clearwater, FL 33756 RE: FLS2006-08057 - 2145 SUNNYDALE BLVD. Dear Mr. Kurlander: 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793-9888 Phone (727) 793-9855 Fax keith@keithz-,iyac.com EB 9351 LC26000212 Enclosed please find 15 sets of revised plans and exhibits addressing DRC comments for the Post Card Mania project including the following: Engineering Condition Prior to issuance of a building permit: 1. Applicant shall install a dog-house manhole over existing sanitary line on private property to avoid having to open cut street to make a utility connection. A doghouse manhole has been added to sanitary service connection. 2. Applicant shall show on the site plan the 30-foot ingress/egress easement on the adjacent property fronting on Calumet Street. Easement and access has been deleted from Calumet Street. 3. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards Index #108. A 30 ft turning radius has been added to the Sunnydale Blvd access drive. 4. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the City. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). Acknowledged 5. Applicant shall provide dimensions of parking spaces and parking aisles in the parking garage. Additional dimensions have been added to parking garage. 6. Drive to Calumet Street shall be a minimum of 24-feet wide. Drive to Calumet Street has been deleted. 7. Show on the plan a grease trap for the cafeteria. 0 • Will be added prior to building permit submittal. 8. The railroad and adjacent utility easement shown on the survey have been vacated. Please indicate on the plan that the easements have been vacated per document recorded in O.R. Book 9694 Pages 847-49 of the Official Records of Pinellas County, Florida. The vacated easements have been deleted from plan since they have been vacated. Prior to issuance of a certificate of occupancy: 9. Applicant shall bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) Acknowledged Environmental Condition Prior to CDB: 1. Underground Vaults are not allowed as water quality facilities and are permittable only for water quantity storage if specifically approved by the City Engineer. Provide justification for an underground vault. The underground vault has been removed and replaced with a normally dry stormwater pond. A portion of the pond is underneath a building overhang but exposed to open air. 2. In the event that an underground vault is approved, an oil and grease separator or comparable treatment system to capture automobile pollutants will be required. Vault has been deleted. 3. Details and a cross-section of the vault must be submitted. Section A-A has been added to plans showing the stormwater pond. Prior to Building Permit: 4. A vault maintenance schedule must be submitted to include an event following construction completion and at least on an annual basis thereafter. Acknowledged Fire Condition Radius into 24' drive to be a 30' radius. Acknowledge Prior to D.O. Not Met The Sunnydale access has been revised to a 30 ft radius. Must maintain a 14' clearance not just to the beams but also anything that may drop down from Not Met beams, plumbing etc. Acknowledge prior to D.O. A note has been added to the site plan. 09/21/2006 Show location of fire hydrant on Calumet must be within 300 feet of the building. PRIOR to D.O. Not Met 0 0 The existing hydrant on Calumet has been added to plans within 300 feet of the building. 09/21/2006 The existing Fire Department Connection and Fire Hydrant are for the existing building how are Not Met we going to combine these systems or will they be separate. The architect has verified that the systems will be combined. 09/21/2006 Door on 3rd floor shall open in the way of exit travel, shows it is opening in. Acknowledge Prior to Not Met The door has been revised. 09/21/2006 Items to be addressed during building phase: Not Met NFPA 101 Common path of travel and dead end corridors Cooking Requirements NFPA 96 Fire Alarm System will be required and must be monitored to an outside source. Acknowledge Prior to D. 0. Acknowledged 09/21/2006 An automatic wet standpipe will be required. Acknowledge Prior to D.O. Not Met Acknowledged 09/21/2006 A fire pump will be installed. Acknowledge Prior to D.O. Not Met Acknowledged 10/02/2006 Must Comply with Ordinance No. 7617-06 Radio System Regulations for buildings, install 911 Not Met Radio Repeater / Antenna Booster System as this building has a horizontal greater than 250' Acknowledge PRIOR to D.O. Acknowledged Land Resource Condition Rick Albee 09/19/2006 Show all trees with their canopies, on all of the civil plans prior to D.O. Not Met The tree canopies have been field verified and added to the plans. 09/19/2006 Show tree #2 and #3 to be removed prior to D.O. Not Met Trees are shown to be removed. 09/19/2006 Show all Tallow trees to be removed prior to D.O. Not Met Tallow trees have been shown to be removed. 09/19/2006 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line • • and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Will be submitted prior with building permit submittal. Parks S Recs Condition Debbie Reid 562-4818 09/19/2006 Open space impact fees are due prior to issuance of building permit or final plat (if applicable), Not Met whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Acknowledged Storm Water Condition Bob Maran 562-4592 09/18/2006 Prior to issuance of a building permit the following criteria is to be met: Not Met 1) Provide a copy of the approved SWFWMD permit. 2) Provide soil borings, seasonal high water table elevation, and double ring infiltrometer percolation test. 3) Retention pond calculations are to be redone as this site does not qualify for stormwater retrofit as the previous site development had a retention pond that is now being eliminated. Items will be addressed during building permit submittal. Solid Waste Service That dumpster service be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy. At present there is a 6yard dumpster for solid waste and a 30 yd compactor for paper recycling. Please explain the future of this scenario, a Dumpster enclosure will be needed Please contact Tom Glenn - 727-562-4930 The existing compactor next to the loading dock will remain. The dumpsters will be moved to the concrete pad and screen fence shown on the site plan. Traffic Eng Condition Bennett Elbo 562-4775 1. Add white directional pavement arrows for one way traffic adjacent to angle parking. Not Met Directional pavement arrow added. 2. Add stop bar with the word stop at the exit from the angle parking. Stop bar and word stop have been added. 3. Add do not enter sign(s) where appropriate per current MUTCD standards. Signs added where appropriate. 4. Provide a 24' wide driveway and drive aisle to Calumet Street. All of the above to be addressed prior to a D.O. Driveway has been deleted. 0 Zoning Condition Scott Kurleman 5624567x2504 10/02/2006 Please provide a tiered landscape effect on Sunnydale Blvd. Not Met A tiered landscape effect has been added. 10/02/2006 Please make a note that pine bark, pine needles or some other alternative mulch will be used Not Met rather than cypress. Mulch has been revised to pine bark. 10/02/2006 Provide a copy of the easement for the drive on Calumet Street. Is this going to be used as ingress and egress for employees? The driveway has been removed. Sincer eit ac, P.E., RLA President Keith Zayac & Associates, Inc. Clearwater September 05, 2006 Keith Zayac 701 Enterprise Road East Suite 404 Safety Harbor, F134695 VIA FAX: 727-793-9855 RE: FLS2006-08057 -- 2145 SUNNYDALE BLVD -- Letter of Completeness Dear Keith Zayac : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-08057. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on October 05, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner H OCITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. COM Letter of Completeness - FLS2006-08057 - 2145 SUNNYDALE BLVD ! • Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning September 5, 2006 Mr. Scott Kureman City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2006-08057 - 2145 SUNNYDALE BLVD. Dear Mr. Kurleman: 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793-9888 Phone (727) 793-9855 Fax keith(a-)ke ithzayac. corn EB 9351 LC26000212 Enclosed please find 15 copies of the response to your September 1, 2006 letter of incompleteness including the following: 1. Attached is the stormwater narrative and calculations submitted with the original application. 2. Enclosed is Attachment D addressing responses to the flexibility criteria regarding manufacturing and offices per section 2-1303C&D. 3. Enclose within Attachment D is a front setback criteria response. 4. A statement regarding the location of the solid waste and mechanical equipment is located in Attachment D 5. Joy Endusa is the president of PCM LLC. Since ly, Viith E. Zayac, P.E., RLA President Keith Zayac & Associates, Inc. ORIGINAL RECEIVED 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 ORIGINAL RECEIVED 0 5 2006 ATTACHMENT D FLEXIBILITY CRITERIA Manufacturing PLANNING DEPARTMENT CITY OF CLEARWATER 1. The parcel proposed for development is not contiguous to a parcel of land which is designated as residential in the Zoning Atlas. The project parcel is within an industrial park and is not contiguous to a parcel of land which is designated as residential in the Zoning Atlas 2. All activities associated with the use of the parcel proposed for development shall be conducted within completely enclosed buildings. The existing manufacturing building and proposed office building will contain all associated activities and used within completely enclosed buildings. 3. All outdoor storage of goods, materials and products shall be in compliance with the provisions of Section 2-1303(F). There will be no outdoor storage of goods, materials and products associated with the existing manufacturing building or proposed office building. Offices The proposed use of the parcel shall be related to the uses permitted in the district and shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices provided, however, that they do not provide services or uses to the general public on the premises, and such other office uses, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purposes of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district. The proposed office space will be the corporate headquarters for the existing post card manufacturing building currently located on the site. There are no services or uses provided to the general public on the premises. 3. The front setback may be reduced to 15 feet for parking lots provided the land area is not sufficient to accommodate the full setback requirement and the reduction results in an improved site plan or improved design and appearance and landscaping is in excess of the minimum required. The front setback along Sunnydale Blvd. is currently 5.5 feet in width from the front property line to the existing parking lot. The proposed design includes 0 0 demolition of 9.5 feet of existing pavement to increase the existing 5.5 foot buffer to 15.0 feet. The landscaping will be enhanced to include shrubs along with existing and proposed trees. 4. Please indicate the location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening per section 3-201D. 1. The proposed trash compactor is shown on the site, grading and landscape plans along the east side of the main entrance driveway across from the existing manufacturing building. The compactor is called out to be screened with a 6 ft high opaque fence. The existing outside mechanical equipment is located on the top of the existing roof. The proposed mechanical equipment for the office space will also be located on top of the roof behind the proposed parapet. 5. Indicate the title of the property owner listed on the afficavit to authorize agent. Joy Endusa is the president of PCM LLC. ORIGINAL RECEIVED SED 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATE"i i Clearwater September 01, 2006 Keith Zayac 701 Enterprise Road East Suite 404 Safety Harbor, F134695 VIA FAX: 727-793-9855 RE: FLS2006-08057 -- 2145 SUNNYDALE BLVD -- Letter of Incompleteness Dear Keith Zayac : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-08057. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. Please provide a stormwater plan including calculations per Section E on page 3/7. 2. Please provide responses to the flexibility criteria regarding Manufacturing and offices per section 2-1303C & D. C. Manufacturing. 1. The parcel proposed for development is not contiguous to a parcel of land which is designated as residential in the Zoning Atlas; 2. All activities associated with the use of the parcel proposed for development shall be conducted within completely enclosed buildings; 3. All outdoor storage of goods, materials and products shall be in compliance with the provisions of Section 2-1303(F) below. D. Offices. 1. The proposed use of the parcel shall be related to the uses permitted in the district and shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices provided, however, that they do not provide services or uses to the general public on the premises, and such other office uses, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purposes of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district. Please provide responses to the front setback criteria. The front setback may be reduced to 15 feet for parking lots provided the land area is not sufficient to accommodate the full setback requirement and the reduction results in an improved site plan or improved design and appearance and landscaping is in excess of the minimum required. 4. Please indicate the location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening per section 3-201D.1. CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM Letter of Incompleteness - FLS2006-08057 - 2145 SUNNYDALE BLVD 0 Clearwater September 01, 2006 46 6 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM 5. Indicate the title of the property owner listed on the affidavit to authorize agent. (President etc.) Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Tuesday, September 5, 2006 @ Noon. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner II Letter of Incompleteness - FLS2006-08057 - 2145 SUNNYDALE BLVD Sep. 01 2006 04:21PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97939855 Sep.01 04:19PM 01'33 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HB-P-FAX 0435-7329). Pinellas County Property Appraiser Information: 01 29 15 16489 000 0022 Page 2 of 4 01 / 29 / 15 / 10489 / 000 / 0022 Oi-Sep-2006 Jim Smith, CFA Pinellas County Property Appraiser 10:04:27 Ownership Information Non-Residential Property Address, Use, and Sales PCM LLC OBK: 13706 OPG: 2478 404 MARTIN LUTHER KING AVE S CLEARWATER FL 33756-5719 EVAC: Non-EVAC Comparable sales value as Prop Addr: 2145 SUN HYDALE BLVD of Jan 1, 2006, based on Census Tract: 267.02 sales from 2004 - 2005: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 7 /2,004 13,70612,478 1,150,000 (Q) I 1974: Book 071 Pgs 091- 12/1,997 91957/1,125 994,400 (U) V 0000: Book Pgs - 5 /1,997 9,7201 954 590,900 (U) U 0000: Book Pgs - 10/1,987 6,712/2,212 546,000 (Q) I 2006 Value EXEMPTIONS Just/Market: 1,275,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 1,275,000 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 1,275,000 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 25,560.92 1) 0 x 0 5.00 133, 580. 0 S Special Tax .00 2) 0 x 0 11000.00 . 17 A 3) 0 x 0 .00 . 00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be 5) 0 x 0 .00 .00 25, 560.92 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 25, 560. 92 Short Legal CLEARWATER INDUSTRIAL PARK REPL AT Description LOT 2 LESS W 450.75 FT & THAT PORTION OF VACATED Building Information http://136.174.187.131htbinlcgi-scr3?o=1 &a=1 &b=l &r=&s=1 &u=0&p=01+29+15+16489+... 9/1/2006 Pinellas County Property Appraiser Information: 01 29 15 16489 000 0022 Page 3 of 4 Property and Land Use Code descriptions 01 . / 29 / 15 / 16489 / 000 /. 0022 : 01 01-Sep-2006 Jim Smith, CFA Pinellas County Property Appraiser 10:04:27 Commercial Card 01 of 1 Improvement Type: Warehouse Property Address: 2145 SUNHYDALE BLUD Prop Use: 520 Land Use: 41 Structural Elcmcnts Foundation Spread/Mono Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 14 Party Wall None Structural Frame Masonry Pillar&Steel Roof Frame Bar Joist/Rigid Fran Roof Cover Built Up/Metal/Gyps Cabinet & Mill Hone Floor Finish Concrete Finish Interior Finish Ceiling Fin Only Min Total Units 0 Heating & Air None Fixtures 9 Bath Tile None Electric Above Average Shape Factor Rectangle Quality Average Year Built 1,980 Effective Age 15 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1) Base Area 1.00 16,800 7) . 00 0 2) Open Porch .40 25 8) .00 0 3) Office Area 1.75 4,875 9) . 00 0 4) Canopy .20 1,245 10) .00 0 5) Loading Platform WO .40 330 11) .00 0 6) .00 0 12) .00 0 CommE3rcial Extra FeaturE3S Description Dimensions Price Units Value RCD Year 1) ASPHALT 7500 1.75 7,500 13,130 13,130 999 2) FIRESPRIHK 21675 1.75 21,675 37,930 20,480 1,980 3) FENCE 50 8.00 50 400 160 1,980 4) AIR COND 16800 2.00 16,800 33,600 20,830 1,992 5) FRGT RAMP 34X40 12.00 1,360 16,320 16,320 1,980 6) .00 0 0 0 0 TOTAL RECORD VA LUE: 70,920 Pinellas County Property Appraiser Parcel Information http:H136.174.187.131htbinlcgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=01+29+15+16489+... 9/1/2006 Auy / ?lorm??ivn PPa? P? CO_ . ()" ? kz? m " 0 ° 0 CITY OF CLEARWATER Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW ATER. C OM September 06, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2145 SUNNYDALE BLVD (FLS2006-08057) To Surrounding Property Owners: As a property owner within 500 feet of 2145 SUNNYDALE BLVD, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a reduction in the front (north) setback from 20 feet to 15 feet to parking lot for a an office/manufacturing use in the Industrial, Research and Technology (IRT) District under the provisions of Section 2-1303 and a request to reduce required foundation plantings as a Comprehensive Landscape Program under the provisions of Section 3-1202.G.. On October 05, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be October 05, 2006. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orScott.Kurleman@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on October 05, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours - Al A--? Scott Kurleman Planner lI Letter of Notification - FLS2006-08057 - 2145 SUNNYDALE BLVD FT,S2006-09057 2145 Sunnvdale GTE FEDERAL CREDIT UNION 711 S DALE MABRY HWY TAMPA FL 33609 - 4408 RUTZ, CHARLES J THE RUTZ, JANET C THE 2694 BRATTLE LN CLEARWATER FL 33761 - 1200 CALUMET HOLDINGS 2120 CALUMET ST STE 3 CLEARWATER FL 33765 - 1325 BELCAL PROP 2040 NE COACHMAN RD CLEARWATER FL 33765 - 2614 CONSOLIDATED ELECTRICAL DISTRI 330 19TH AVE N STE 210 NASHVILLE TN 37203 - 2129 FLORIDA BLOOD SERVICES INC PO BOX 22500 ST PETERSBURG, FL 33742 - 2500 DEPCO PUMP CO INC P O BOX 7714 CLEARWATER FL 33758 - 7714 ZARVALAS ENTERPRISES INC 1857 GLENVILLE DR CLEARWATER FL 33765 - 1416 PCM LLC 404 MARTIN LUTHER KING AVE S CLEARWATER FL 33756 - 5719 MINIERI SEMINOLE INC 29656 US HIGHWAY 19 N STE 100 CLEARWATER FL 33761 - 1534 WEDEKIND, ARTHUR J WEDEKIND, JULIA 2860 QUAIL HOLLOW RD CLEARWATER FL 33761 - FOUNTAINS BAYWAY INC BAYWAY MANAGEMENT INC 1001 S MACDILL AVE # B TAMPA FL 33629 - 5203 BOHRNSEN, MARK J 718 PLACIDO WAY NE ST PETERSBURG FL 33704 - 1650 L & A VENTURES LLC 2198 CALUMET ST CLEARWATER FL 33765 - 1309 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 DOUGLAS MACHINES CORP 2101 CALUMET ST CLEARWATER FL 33765 - 1310 CROCKETT, ADDISON RANDOLPH 80 ROGERS ST # 12D CLEARWATER FL 33756 - 5201 LANCASTER, GERALD LANCASTER, DONNA O 2950 HEATHER TRL CLEARWATER FL 33761 - 3349 NISK, ALICE H THE NISK, RONALD P THE 2380 CAMPBELL RD CLEARWATER FL 33765 - 1503 SIMPSON, BETTY L MC CRACKEN, DAVID 2144 CALUMET ST CLEARWATER FL 33765 - 1309 CROCKETT, ADDISON R 4029 E AMBERWOOD DR PHOENIX AZ 85048 - 7474 CLEVELAND-OSCEOLA LLC 519 CLEVELAND ST STE 101 CLEARWATER FL 33755 - 4009 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 BUETTNER, CHESTER KINKEAD, CARL E 2627 FRISCO DR CLEARWATER FL 33761 - 3823 KLOPFER, ALFRED H KLOPFER, ERICH 2134 SUNNYDALE BLVD CLEARWATER FL 33765 - 1274 SOURCE RESEARCH INC 2160 SUNNYDALE BLVD CLEARWATER FL 33765 - 1203 LOUKATARIS, DIMITRIOS LOUKATARIS, ANNA 1868 RIDGEWAY DR CLEARWATER FL 33755 - 2237 PAPPAS & SONS LLC PAPPAS & SONS LLC RAINTREE VILLAGE CONDO A 901 HERCULES AVE 901 HERCULES AVE RETIR CLEARWATER FL 33765 - 2031 CLEARWATER FL 33765 - 2031 2101 SUNSET POINT RD CLEARWATER FL 33765 - 1290 RAINTREE VILLAGE CONDO INC HMO 2101 SUNSET POINT RD STE 400 CLEARWATER FL 33765 - 1257 FISK, BARBARA E 2101 SUNSET POINT RD # 103 CLEARWATER FL 33765 - 1244 BRANDENSTEIN, BERENICE L 2101 SUNSET POINT RD # 106 CLEARWATER FL 33765 - 1244 MORROW, ROBERT E MORROW, JOYCE L 2101 SUNSET POINT RD # 203 CLEARWATER FL 33765 - 1245 ANDERSON, ANNE J THE 2101 SUNSET POINT RD # 206 CLEARWATER FL 33765 - 1245 WILSON, KENNETH H PIRKLE, DEBORAH L 2101 SUNSET POINT RD # 303 CLEARWATER FL 33765 - 1246 CHIODO, RUBY R THE 2102 SUNSET POINT RD # 306 CLEARWATER FL 33765 - 1238 NAVARRO, DIEGO NAVARRO, YVETTE 2101 SUNSET POINT RD # 601 CLEARWATER FL 33765 - 1277 MAC MILLEN, JEANNE THE 2101 SUNSET POINT RD # 604 CLEARWATER FL 33765 - 1277 DUNCAN, JUNE 2101 SUNSET POINT RD # 101 CLEARWATER FL 33765 - 1244 ROTHFUSS, ROSE M 2101 SUNSET POINT RD # 104 CLEARWATER FL 33765 - 1244 DUNN, CAROL M 2101 SUNSET POINT RD # 201 CLEARWATER FL 33765 - 1245 BOOZER, LAVONA F 2101 SUNSET POINT RD # 204 CLEARWATER FL 33765 - 1245 SCHULTZ, ERIC F EST 3663 OLD TREE CT ROCHESTER MI 48309 - 1130 • PORTER, MARY E 2101 SUNSET POINT RD # 102 CLEARWATER FL 33765 - 1244 STEELE, DIANNE THE WILLIAMSON, R BRUCE III THE 2061 BIG SEWICKLEY CREEK RD SEWICKLEY PA 15143 - 8673 DILLON, EILEEN M 2101 SUNSET POINT RD # 501 CLEARWATER FL 33765 - 1247 BRITTAIN, JOHN R BRITTAIN, BARBARA J 2101 SUNSET POINT RD # 602 CLEARWATER FL 33765 - 1277 SAIA, JOHN A 2101 SUNSET POINT RD # 605 CLEARWATER FL 33765 - 1277 D'ANDREA, VICTOR MASTROSIMONE, JOSEPH 2101 SUNSET POINT RD # 105 CLEARWATER FL 33765 - 1244 ARDIS, CLARA 2101 SUNSET POINT RD # 202 CLEARWATER FL 33765 - 1245 PULS, CONSTANCE J THE 2101 SUNSET POINT RD # 205 CLEARWATER FL 33765 - 1245 BURTON, ROBERT F BURTON, LUCRETIA R 2101 SUNSET POINT RD # 302 CLEARWATER FL 33765 - 1246 PIRAINO, JOSEPHINE 2101 SUNSET POINT RD # 305 CLEARWATER FL 33765 - 1246 GUNDERSON, JERROLD P GUNDERSON, ROSEMARIE N 2101 SUNSET POINT RD # 502 CLEARWATER FL 33765 - 1247 POOL, KATHRYN V 2101 SUNSET POINT RD # 603 CLEARWATER FL 33765 - 1277 ASHCRAFT, DALPHIN ASHCRAFT, HAZEL B 2101 SUNSET POINT RD # 606 CLEARWATER FL 33765 - 1277 MC GINNIS, ALAN G MERRELL, ALAN R BELL, FRANCES E THE MC GINNIS, VERA F MERRELL, J CAROL 2101 SUNSET POINT RD # 703 2101 SUNSET POINT RD # 701 2101 SUNSET POINT RD # 702 CLEARWATER FL 33765 - 1248 CLEARWATER FL 33765 - 1248 CLEARWATER FL 33765 - 1248 DOTY, JOHN G JR THE DOTY, BONNIE J THE 2101 SUNSET POINT RD # 704 CLEARWATER FL 33765 - 1248 MEMOLI, RALPH MEMOLI, ANDREA 2101 SUNSET POINT RD # 801 CLEARWATER FL 33765 - 1249 MURENA, MARY 2101 SUNSET POINT RD # 804 CLEARWATER FL 33765 - 1249 TEIKO, JESSE TEIKO, KAROL B 1301 WARREN AVE # 8 SPRING LAKE NJ 07762 - 2538 BETTERMANN, ROBERT A BETTERMANN, JODI L 34 WITHERSPOON ST WHITEHOUSE STATION NJ 08889 - 3915 GONZALEZ, SHARON D GONZALEZ, FRANK 8323 BEULAH LAND DR OZARK AR 72949 - 2642 SCATKO, GEORGE A SCATKO, JANET P 2101 SUNSET POINT RD # 1104 CLEARWATER FL 33765 - 1265 CARLSON, CRAIG R CARLSON, DOROTHY A 2101 SUNSET POINT RD # 1202 CLEARWATER FL 33765 - 1279 JOHNS, KENNETH JOHNS, BARBARA 2101 SUNSET POINT RD # 1303 CLEARWATER FL 33765 - 1280 • COHN, DAVID S COHN, ROSLYN 2101 SUNSET POINT RD # 705 CLEARWATER FL 33765 - 1248 WAGNER, RICHARD L WAGNER, ETHEL 0 2101 SUNSET POINT RD # 802 CLEARWATER FL 33765 - 1249 BIGLER, ROBERT BIGLER, JOAN 2101 SUNSET POINT RD # 805 CLEARWATER FL 33765 - 1249 MISCUK, JOHN W MISCUK, JOANN F 2101 SUNSET POINT RD # 902 CLEARWATER FL 33765 - 1267 BOLLENBACK, BARBARA 2101 SUNSET POINT RD # 1003 CLEARWATER FL 33765 - 1278 COLAIANNI, CHARLES C EST 107-H SUNSHINE CT FOREST HILL MD 21050 - 1326 GUARDINO, BARBARA L GUARDINO, STEPHEN P 2101 SUNSET POINT RD # 1105 CLEARWATER FL 33765 - 1265 LARSON, ARTHUR J LARSON, MARY J 2101 SUNSET POINT RD # 1301 CLEARWATER FL 33765 - 1280 MASSON, GEORGE MASSON, BARBARA 2101 SUNSET POINT RD # 1304 CLEARWATER FL 33765 - 1280 0 DOUGLAS, FRANKLIN D DOUGLAS, ELDRA N 2101 SUNSET POINT RD # 706 CLEARWATER FL 33765 - 1248 HOLLEY, KAY F 2101 SUNSET POINT RD # 803 CLEARWATER FL 33765 - 1249 INFANTINO, MARY L 2101 SUNSET POINT RD # 806 CLEARWATER FL 33765 - 1249 SETLOCK, MARION L THE 2101 SUNSET POINT RD # 1001 CLEARWATER FL 33765 - 1278 WOOD, ERNEST P WOOD, MURIEL C 2101 SUNSET POINT RD # 1004 CLEARWATER FL 33765 - 1278 PERNO, CARLO 2101 SUNSET POINT RD # 1103 CLEARWATER FL 33765 - 1265 MIZELLE, HOWARD K MIZELLE, JEAN A 2101 SUNSET POINT RD # 1201 CLEARWATER FL 33765 - 1279 WILSON, DONALD B WILSON, JUDY A 2101 SUNSET POINT RD # 1302 CLEARWATER FL 33765 - 1280 MOORE, ROBERT H MOORE, ERICA 2101 SUNSET POINT RD # 1305 CLEARWATER FL 33765 - 1280 ANDRE, PATRICIA A SNYDER, MELISSA A HELM, MARION H THE 2101 SUNSET POINT RD # 1401 PO BOX 16685 2101 SUNSET POINT RD # 1403 CLEARWATER FL 33765 - 1250 CLEARWATER FL 33766 - 6685 CLEARWATER FL 33765 - 1250 WOOD, JACK B WOOD, DOROTHY M 2101 SUNSET POINT RD # 1404 CLEARWATER FL 33765 - 1250 CHESNUT, JOYCE B WEISS TRUST CHESTNUT, JOYCE B WEISS THE 2101 SUNSET POINT RD # 1501 SMITH, DONALD S SMITH, JOYCE R 2101 SUNSET POINT RD # 1602 CLEARWATER FL 33765 - 1281 PITYO, PATRICIA L 2101 SUNSET POINT RD # 1801 CLEARWATER FL 33765 - 1200 O'LOUGHLIN, ROBERT H 2101 SUNSET POINT RD # 1804 CLEARWATER FL 33765 - 1200 BURCHETTE, RUTH M 2101 SUNSET POINT RD # 1901 CLEARWATER FL 33765 - 1283 HOLMES, HAROLD E 2101 SUNSET POINT RD # 2002 CLEARWATER FL 33765 - 1251 ALLDREDGE, NAOMI M THE 736 ISLAND WAY # 1101 CLEARWATER FL 33767 - 1838 SPENNER, JOHN F 2101 SUNSET POINT RD # 2102 CLEARWATER FL 33765 - 1237 • CICATELLO, THOMAS F • CICATELLO, THERESA A 2101 SUNSET POINT RD # 1405 CLEARWATER FL 33765 - 1250 DYS, PEGGY J 2101 SUNSET POINT RD BLDG 15 UNIT 1502 CLEARWATER FL 33765 - 1290 GOODRICH, MERISSA GOODRICH, BONNIE 2101 SUNSET POINT RD STE 1701 CLEARWATER FL 33765 - 1282 EVANS, ROSALIE P 2101 SUNSET POINT RD # 1802 CLEARWATER FL 33765 - 1200 JACKSON, LINDA L 2101 SUNSET POINT RD # 1805 CLEARWATER FL 33765 - 1200 FISCHER, GILBERT R FISCHER, JUNE 2101 SUNSET POINT RD # 1902 CLEARWATER FL 33765 - 1283 FRANCIS, MARGARET WALSH 2102 SUNSET POINT RD # 2003 CLEARWATER FL 33765 - 1238 PEARSON, DAVID T JR PEARSON, BARBARA M 2101 SUNSET POINT RD # 2006 CLEARWATER FL 33765 - 1251 OLIVER, DONALD OLIVER, FRANCES 2101 SUNSET POINT RD # 2103 CLEARWATER FL 33765 - 1237 DAZA, ARMANDO 2101 SUNSET POINT RD # 1406 CLEARWATER FL 33765 - 1250 VAUGHN, MARY L 2101 SUNSET POINT RD # 1601 CLEARWATER FL 33765 - 1281 SITTER, DAVID H SITTER, BRENDA A 2101 SUNSET POINT RD # 1702 CLEARWATER FL 33765 - 1282 HUEG, DONALD C & ESTHER M LIVI HUEG, DONALD C THE 2101 SUNSET POINT RD # 1803 CLEARWATER FL 33765 - 1200 PERILMAN, JERRILYN R 2101 SUNSET POINT RD # 1806 CLEARWATER FL 33765 - 1200 BIERMAN, ROBERT BIERMAN, MARGARET 2101 SUNSET POINT RD # 2001 CLEARWATER FL 33765 - 1251 LIMARDI, GRACE 2101 SUNSET POINT RD # 2004 CLEARWATER FL 33765 - 1251 ROEDER, MARGUERITE R 2101 SUNSET POINT RD # 2100 CLEARWATER FL 33765 - 1237 GUTHRIE, MARION S TRUST GUTHRIE, MARION S THE 2101 SUNSET POINT RD # 2104 CLEARWATER FL 33765 - 1237 HERTZBERG, CAROLYN KLAPKA, MARILYNN J GARDNER, EDWARD B THE HERTZBERG, HUTZ H 2101 SUNSET POINT RD # 2201 2101 SUNSET PT RD # 2202 2101 SUNSET POINT RD # 2105 CLEARWATER FL 33765 - 1284 CLEARWATER FL 33765 - 1284 CLEARWATER FL 33765 - 1237 BIANCO, DORIS THE 2101 SUNSET POINT RD # 2301 CLEARWATER FL 33765 - 1285 GALAVAN, ARLENE E GALAVAN, FRANK E 2101 SUNSET POINT RD # 2304 CLEARWATER FL 33765 - 1285 ADLER, SYLVIA B THE 2101 SUNSET POINT RD # 2402 CLEARWATER FL 33765 - 1206 DANIELS, JEANETTE M 2101 SUNSET POINT RD # 2503 CLEARWATER FL 33765 - 1286 DE BEAUVAIS, DANIEL J 2101 SUNSET POINT RD # 2602 CLEARWATER FL 33765 - 1287 PHILLIPS, IRENE 2101 SUNSET POINT RD # 2701 CLEARWATER FL 33765 - 1252 ANDERSON, BLANCHE L 2101 SUNSET POINT RD # 2302 CLEARWATER FL 33765 - 1285 CERBONE, EDWARD 2101 SUNSET POINT RD # 2305 CLEARWATER FL 33765 - 1285 STOUP, ELLEN H 2101 SUNSET POINT RD # 2501 CLEARWATER FL 33765 - 1286 LOZANO, PATRICIA E 2101 SUNSET POINT RD # 2504 CLEARWATER FL 33765 - 1286 GOLM, ROBERT H GOLM, BARBARA B 2101 SUNSET POINT RD # 2603 CLEARWATER FL 33765 - 1287 MILLS, JOHN L MILLS, PATRICIA G 2101 SUNSET POINT RD # 2702 CLEARWATER FL 33765 - 1252 • SIMMONS, CAROLE B 2101 SUNSET POINT ROAD # 2303 CLEARWATER FL 33765 - 1285 LANGLYKKE, PETER 2101 SUNSET POINT RD # 2401 CLEARWATER FL 33765 - 1206 SHEPPARD, DANIEL W SHEPPARD, HELEN K 2101 SUNSET POINT RD # 2502 CLEARWATER FL 33765 - 1286 OZBUN, JERALD W OZBUN, JANET S 2101 SUNSET POINT RD # 2601 CLEARWATER FL 33765 - 1287 HOFFMAN, TODD HOFFMAN, JEFFREY 3942 MCKAY CREEK DR LARGO FL 33770 - 4567 SHIPPEY, GERARD D SHIPPEY, MARTHA A 2101 SUNSET POINT RD # 2703 CLEARWATER FL 33765 - 1252 DORSEY, STEVE L DE GARMO, ALICE M RUSSELL, ETHEL M DORSEY, MARY ANNE 2101 SUNSET POINT RD # 2705 RUSSELL, LILLIAN J 2101 SUNSET POINT RD # 2704 CLEARWATER FL 33765 - 1252 2101 SUNSET POINT RD # 2706 CLEARWATER FL 33765 - 1252 CLEARWATER FL 33765 - 1252 Page 1 of 1 i ?v a\1 http://msb-gis-int/output/PublicWorks msb-gis-intl3564248115.jpg 2/28/2008 _ ` ~'LS~oo~~D~D~~ ~y c "INVESTIGATE BEFORE YOU EXCAVATE" 0 CALL SUNSHINE,( 1-500-432-4770 FL STATUTE 553.851 {1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. / ~ ¦ INDEX VICINITY MAP COVER SHEET ~ ~ xares a ~ ~ ;xxsoX xassw wxron MXDISR! xaxlmx DEMOLITION PLAN 2 enr ~ IEGN ~ ruff s 3 ueEmr wNau ~ iAYLOA G GVIF iAAxpN AYEf1E CUY ~ iGG SITE PLAN 3 IIGXXI NwHU4 , DIXIE g~g 0/0022 GRADING, DRAINAGE, & UTILITY PLAN 4 LlVi mwwN LL L WL~SN C1NN4 ~ WE SEIaN " LANDSCAPE PLAN 5 9iNM90 „ GWHGE - paro OiCEMA ~ - UTILITY DETAILS 6 %NEW6 C IxGkv PROJEC ~ CI AM1SV VICINITY ,ff G~EGXG~ - SURVEY a ~ _ o X~~G sAaam,A oEEaro ~~yy raanx . iGl clwuoriE Glwe% lEE xe+mrv Eulnffocx N.T.S. eaGNaXo cowEw IXoxNGe owe ' ~ _ 1 „ia ~r NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF ~U~ ~ ~ CLEARWATER CONSTRUCTION STANDARD5. IrrxI~YM~filI CI1Y (7F CIEARWAT~~ ' I LEGAL DESCRIPTION , a , ; LOCATION MAP , 1 T E S I N ~ LOTS; 2, LESS THE WEST 450.75 FEET THEREOF OF CLEARWATER INDUSTRIAL PARK REPEAT, I 1 I_ , ~ { (_4n r ~ ~ F'InC~urcZ a _l ~ 9 ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 71, PAGE 91, OF THE PUL~LIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF URE N PLANNING SUNNYDALE , n f ~ . a r - . . _ yo i I ~ _~i q~- 1~~4~iion~y m_ BLVD: AS .VACATED BY ORDINANCE N0. 2175, RECORDED IN OFFICIAL RECORDS BOOK 5089, o v ; !ry ~ ! ~~~~!,1<'..1 Iii ' I ~ ~t=:1 9 ARBOR, FL 34695 PAGE 62, LYING SOUTH OF THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF LOT 2 N oA ; ~ has I h R FiS~ ,t •1 AND WESTOF THE NORTHERLY EXTENSION OF THE EAST BOUNDARY OF LOT 2. I.. 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FILTER FABRIC MATERIAL CAN ~ ~ _ 61 T BE ATTACHED TO A 6-INCH (MAX) a a rn MESH WIRE SCREEN WHICH HAS Cn rJ 1 ~ BACKFILLEO TRENCH BEEN FASTENED TO THE POSTS ~ ~ m 1 / I z I: a w m ~w p d~ ~ FlLTER FABRIC ~ U MATERIAL SECURELY- I ATTACHING TWO SILT FENCES FASTENED TO THE ~ ~ D! POSTS OR IF USED U OW. V r 0 0 THE WIRE MESH LEI IJ W W ~ N 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL - APPROXIMATELY 8 0. ~ " ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. INCHES OF FILTER PLACE THE END ~ FABRIC MATERIAL POST OF THE W 3 _ MUST EXTEND INTO SECOND FENCE A TRENCH AND BE --t7 INSIDE THE END 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND ANCHORED WITH POST OF THE o o W UTILITIES PRIOR TO STARTING SITE WORK. COMPACTED FlRST FENCE cv ut ~ BACKFlLL MATERIAL Q ~ ~ ~ o EEDED. ~ 3. CONTRACTOR TO RELOCATE EXISTING UTILITIES AS N WOOD OR ROTATE BOTH STEEL POST POSTS AT LEAST ~ N 0 180 DEGREES IN ~s,r,~ Z 0 RUNOFF # A CLOCKWISE ~ W : ~ _ rQ r Z ~ DIRECTION TO 0 i---- CREATE A 11GHT ' , , P SEAL WITH THE m ' r\~ FABRIC MATERIAL ~ ` ~ o ~ i ~ ~ EMOVAL TREE R ~ ci iD INCHES DIRECTION OF RUNOFF WATERS ~ ~f ~ l z t SIZE TYPE GRADE AMOUNT TREE # N (MIN) DRIVE BOTH u~ ~ .oi•. r ~ E m N APPROXIMATE + ~ ~ , w ~ 1 45 26" OAK 2.5 0 ~ 4-INCH BY POSTS ABOUT 10 r C1' z ~ N 1 57 18" OAK 2.0 4-INCH TRENCH ~ GROU 01 AND THE d I , , t` w w ~ 1 55 14" OAK 3.0 BURY FLAP ~ ~ ~-a a~,) ,o~° °w o ~ ~w dOR;~auattt~~ ~ z 0 1 58 10"~15" OAK 3.0 1 N~ N - 1 56 14" OAK 1.5 a' W y 1 03 14" OAK 2.5 Q J CITY OF CLEARWATER, FLORIDA m ~ - - - 1 02 9" OAK 1.5 PU9LIG WUKIW AUMIIVIZIMMIUM 11 % ENGINEERING / 0 DRAAWN Y INSTALLING A FILTER ~A02 PROJECT -06 7 TOTAL TREES REMOVED BVQ CRECOA BY FABRIC SILT FENCE INDEX Na ORGINAL DATE: 08.30.06 V B.G. 607 REV. BATE DESCRIPTION APP, DESIGNED BY 1 OF CHECKED BY: KEZ 0 N p a_ DRAWN BY: HAZ SHEET NO. AE 0 ISSUED FOR PERMITTING ONLY 2 OF ' U Z E oC ISSUE DATE: 11.21.06 Zc 00 N~ CIVIL ENGINEERING i LANDSCAPE ARCHITECTURE i PLANNING PROPOSED DUMPSTER SIGN :LOCATION LOCATION I REMQVE EXISTING SIGN ( i 6' HIGH OPAQUE I AT SA~dE LOCATION) FENCE a PROPOSED 5' CONCRETE I o ~ 6" CONCRETE _ ~ SIDEWALK COMPACTOR PAD I o> EXISTING DRAINAGE r~ a o m ~ DITCH (1)-R 11 STOP SIGN a ~ o EXISTING PAVEMENT ~ £~'iS s'iS s b`is (ji`-)I 24" STOP BAR TO BE MILLED & I x x °~s x `S ,x °Sx `SX Ss~OS rn. s s os z o ~ ass s~nss ~ ~ a m ``o. 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GENERAL NOTES: ~ LL, 3 y 3 rg a~ X ELEV. = 51.83 ~ ~ ~ ~ m W U H 1. ENGINEER LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES INC. FLOOD ZONE: / a= I ~I ~g a ~ I I e o a~ %~gx ~ ~ ~ I E ,a ACCORDING TO TH THIS SITE APPEARS TO BE IN FLOOD ZONE X , 701 ENTERPRISE ROAD EAST, SUITE 404 6 G. FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 121030012 SAFETY HARBOR FL 34695 , S P. 3 2003. PROVIDED BY THE FEDERAL MAP REVISED DATE E , (727) 793-9888 Bus TURfJ TEMPLATE FOR (WB-67) TRUCK ~Z ZW a - 5 Fax EMERGENCY MANAGEMENT AGENCY. (727) 793 98 5 i w ~ Z ~ o 2. SITE ADDRESS #1: 2145 SUNNYDALE BLVD. ~ " CT I GE WILL MEET THE CITY OF CLEARWATER CODE. I FL 33765 12. THE PROJE S GNA CLEARWATER, 0 ~ a r 1. F- U P RCEL ID: A 01 29 15 16489 000 0022 S ~ ~ ~ ~ I " BY T E SURVEY. 13. THERE ARE EASEMENTS IDENTIFIED H ~ i U~ N ZONING: "IRT~~ INDUSTRIAL, RESEARCH AND TECHNOLOGY) { i ~ +~l~! w N q~~ °rs ; 4orI~ a z d~ "0>s s r='r I s r W~ FUTURE LAND USE: q p a 3 °m sass 14. THERE ARE NO ENVIROMENTALLY UNIQUE AREAS ON SITE. 7 v 1 ° x i m x P N~ N o,d x r; s s Q'' iiu bZ i.1F 66 ~5 w x _ e ; " i:la e rSr a'rf S \oc99_ir i ~ ~ ~ are. r erg Q,~-~~~ ~ $ t C !f, n SS's i,(+n /r a 6 F. ~ 3. PRESENT USE INDUSTRIAL 15. DUMPSTER SERVICE SHALL BE ARRANGED WITH SOLID WASTE DEPARTMENT PR10R TO THE ~ ~6 i ~ s °s °s" x r i ~ s„ J o ~ .-+e i h~ g N srs ~ ~ sr. c rns I) rs r - d sr sr A~GG~ °1 \ / °a, ? s ~ ~ 2s~agx °e, / \ eds. 1°~ O O ~ s s rr s,~ i~~ a k ~ -ar ~ ~a -atP °~F ~ \~a s ~ -s r I~\ x ,1 3 r s ° , , - 6~ '.~F x. $ m0 EASEME ,-,m.T sy r pe:P ` . s..~. - .=p..~`` I ' b~A°'I s sa 8_. c6 Iqr \ ~ ISSUANCE OF AN OCCUPATIONAL LICENSE OR CERTIFICATE OF OCCUPANCY. £e, ' zs s sa. o~ 4. DEVELOPED USE INDUSTRIAL MANUFACTURING) 4930 s , a i p a 1 ss ! I~ s 1 1 1 a l s l I I ` I r ~r'a 91 \ / 1 ~+xl f C x ~ \ r / Xa 1'x x J r . ar x ---------NTss. x r-saw - O ~D I ~ ( PLEASE CONTACT TOM GLENN AT 727.562. ~„fi, 'D mr 1 3,~~t o x 6~ s'-~7~ `'JL__ `~a sa is 0 \ ---------t. °11\~ --i P~ I--~` a°c 7~~ -----g - or~`_ - J s r ~ sr :°s s ~ ~ s s\ ~I F raP of anw~ p I f Q hs s~1~~ ~ Jt~~~...v`~ 09 ~ j O O ' rr ~ ~ ~ _ _ z 5. TOTAL SITE AREA 112,699.50 SF {2.58 ACRE) ` Sr. 1. I% . ~ x y 'aQ, I ~ I ° ~ 'sorbs °r x ~r' x ~ LL W ~ V / ~ ~+J 0 16. SITE DATA TABLE. N ~ • ~ ~ \ tr r. ~ ~ red m REQUIRED PROPOSED EXISTING. PROPOSED. REQUIRED: , 6. SETBACKS: 20.00 FRONT 59.33 MIN. (TO BUILDING) I ~ ' _ ~ A. TOTAL SITE AREA 112,699.50 SF (2.58 ACRE) 112,699.50 SF (2.58 ACRE) - s s,, es / or , d-' 9a ~~e~. ? unm~Ce..<;m~cmocmmc~m~cmm~c~c'Ec~~anRC,cx~,, ~ r,, '°os _ x x~ ~`I l i i 6 k^e 1, ~ r r h t 15.00 FRONT 15.00 MIN. (TO PAVEMENT s N B. TOTAL OPEN SPACE 47,651.25 SF 1.09. AC 38,298.12 SF 0.88 AC 5,635 SF 0.05 ISR MIN.) - 55 S S S ~ I B ~ w.a ~ v, ' 4 Z `1 pp~~,,,,.~ g YlIM11M I~VWI I~ 15.00 SIDE 25.8 MIN. WEST TO BUILDING ( ) ( ) - 55 I { ) ID , , - By. ~bg ~ YIII11~~°' ~ /i~~ ~ ~ V ~ 9 0 as p~ rro e,/~ j. ~ sa ~ x t. u Y ~ M ~ S I x r W N ~ 15.00 SIDE 17.7 MIN. (EAST TO PAVEMENT) C. BUILDING FOOTPRINT 21,730 SF 61,870.67 SF N sAS 9s~ I,h~S I 'x " N 6Sp 9Si I4 ds Q'.,~ S r~ES. ~ ~a% r, ~ ' Osx ~ 1L o 0 o e ~ -i- bA i i :~r~•I ~x t Z, p x ~y~`fti x V X :X rX Sx ark 5 ~ 'Qx 1 ~ ~ ` ~X~~ /I l m N 20.00' REAR 20.4' MIN. SOUTH TO BUILDING D. 51DEWALK DECK PAVED AREA: 43,318.25 SF 0.99 AC 12,530.71 SF (0.28 AC) - ~ " N ( ) / / ( ) P f 4f ~1' ~ .E~ ~`x°s ~ ~I ~ o'° ~ X ~ . I x xrr ~ i . ~ sio. ~ ` ~ ~ W W o E. TOTAL IMPERVIOUS AREA: 65,048.25 SF (0.57 ISR, 57%) 74,401.38 SF .(0.66 ISR, 66%) 95,794.58 SF (0.85 ISR MAX.) ~I ~ as x Y" ::~x .,x / r ~ n + u ~ r x o ~~2 f ~ e W h ,>ee:~=. 7. ALLOWABLE MAX HEIGHT 50~-00~ FT ~ ~ / ~I i ' rg n ~3, ~ g ~ y,~ '~0(:'::,3 a ' 'Sf i I ~ F Z - 2 F. PARKING SPACES 43 SPACES 87 SPACES (GARAGE) MANUFACTURING = (1.5 SPACES/1000 S.F.) PROPOSED BLDG. HEIGHT 50 -00 FROM GRADE ~ 15 SPACES SURFACE _ (1.5 X (21,730 5•F./1000 S.F.)) = 33 SPACES ( ) $ EXISTING BLDG. HEIGHT 23-00 FROM GRADE nrnnrn rnenrn/~nnn ~r~ ~ r- ~ ~ 1. RTnRY MASONRY ~ ~ ~g~~r' o ° ' ~a `7 srt,x r°"x ~ o ~ ~ . ~ ~ ~ ~ ~ ~ M z / 102 SPACES (TOTAL) Uf f ILLS J 3rMUF-3I UUU J-f °t x° Irt a s !r O D atsx ss rt© x°, - FINISHED FLOOR w A . = > zs J 8. SOLID WASTE COMPACTOR WILL BE LOCATED IN PARKING LOT. (3 X (22,246 S.F./1000)} = 67 s I PROJECT LLB. X ELEV. = 51.83 J o 0 0 g m LL~ ; TOTAL REQUIRED = 100 SPACES s s ORGINAL DATE: 08.30.06 6 9. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE ATTACHED TO W o J 0 s CHECKED BY: KEZ BUILDING AND WILL BE SUBMITTED AS PART OF FINAL BUILDING PLANS, G. VEHICULAR AREA 39,570.29 SF 12,130.34 SF - a N O H. INTERIOR LANDSCAPE AREA N/A N/A 10% VEHICULAR AREA) = 1,213.34 SF TURN TEMPLATE FOR (WB-50) TRUCK DRAM BY: HAZ 10. EXISTING BUILDING FOOTPRINT AREAS = 21,730 S.F. = 0.11 ACRE. `u I. FLOOR AREA 21,730 S.F (0.19 FAR) 21,730 S.F. MANUFACTURING 73,254.67 S.F (0.65 FAR) SHEET NO. cc AE ;;a MANUFACTURING 22,814 S.F OFFICE ISSUED FOR PERMITTING ONLY 3 OF V Ea I, 11. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB Z .r- 44,544 S.F. (0.40 FAR) ISSUE DATE: 11.21.06 L; SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS , W o 17. PARKING GARAGE MUST MAINTAIN 14 CLEARANCE TO LOWEST BEAM, PLUMBING ETC. ~o - - - I CIVIL ENGINEERING LANDSCAPE ARCHITECTURE I PLANNING I ENDWALL 6 INLET D-1 INLET 0-2 PER FOOT INDEX 250 RIM EL _ 50.10 ~ RIM EL = 50.00 INV. = 47.00 INV. - 48.20 INV. = 48.15 a ~ . a ~ o a o; CONSTRUCT DOGHOUSE MANHOLE ~ ~4 ~ OVER EXISTING SANITARY mm,, . ' a j ~ o SERVICE EXISTING INVERT. sRj sj ``j aQ~N I sX Sx s° Sx ° n n wo a !g ~ s °S,x rSx i~°Sx gs~QS ~n°S z a~i ro RGa RS6 °a !<0 u z ~ ~ ~i~ a9jS ~ x X M ' 2 di d' x a S~ ro ~ ~ N ~ ~ o X S`njS S<`S ~ O m ~ ~ G.O. Rn{S - R , ~ a O r•"' u7 m _ v II II ~ EXISTING DRAINAGE z ! " < / ~ ~ of II 6 x u~ <S' i. a RS<R9jS , ,y / \ `~S CY1 ~S ~J~ \ / \ r , m°s> so. a ~ °s.<s. <<'s PATTERi.~<(TYP.) R ! ss I I ~_r\ ° ~ s ~ R30072'2SL~!°) / ~i~'(P) ~ i ~ ii ~ - II a R x s s s s - ! --'Y x , , ~ / ~ ac o zs N R,, n ~ !o, , ' 96i r , 9 2. ~fV~ 41i ~ D. ` ~ ! ~ ! °9, ~ !i~ \ ~~WIIN ~ WV.O/1r/ 1.`~ Z ' ° ~os~ ~.USS~ s~`~ +~~~~i 3~N3d NNII NIVH~ ,9 2 ~ X ~ KEITH ZAYAC & nnw 5 n ! _ S _ _ ~ COI 6 t' 0 o~w--- WV~s' X ` ~ ~ x .®e.-~'n~eee..x~x-~~x/`~' ~x N o X ~'P ~ ~x-~(-x-x-~- _J_.1 S'26 F G I. a. s S ~ OS-1,; o.n--S;P"w-TnF OF RFlPII( /GIrJ-_----- ~ !~-0~ ~,.I'.' y~je off-- ~r1~e~e= e~a.es~ a°e.°~.o- ~ 5 F, ~a ~_~-J-~°~°~- ° ~ x ~ ~ ° x azx o~ ~oS ASSOCIATE S xsR n ss s n x,, e6%_ ~\=o~,~, e~:a~..-.®..~..®-e. ~®.p €9n ~ o ®s.m9a•~ ~ ~ ~!i'~ a..~ r.J~'9 'e.,sg s~ _ e, ° Z e I s m .move m 1 <x I x <a ! i .I ~ a/ 6a I a x e a, s 1 s. I sx I s 1~ x < s I a s R~ s ~ I ~ 9 X 10 EASEMENT X ~ I~ 6y ° s G'r .a~° 2 ° F tP" 0 ® S ~ - 9al ~ / r~ ~ T C 1 9a 11 x / \ X / z. s ~ l-sQ------- - ~ ----j \--L---:/ ~ - z~ s'- i ~ /',a_ /"a %---/-----fix- ~bs1 !S !S ~ S - ° w INC. e~ ~ s ~ 3dC21 ~~Ofx,~6l ~ -c - - \ ~r.1~/ g~ ~ / ~\nsC/ / °S \ X ~ x ! _ C.O, o , a . ~ 5 . \ / / 50.00 ,TOP OF BAN ~ _I__ _ _ X ~ ~sx `sx xs<<sl~ t99 ° W --X50.00 r S ' ~ x° °SSZ'o ~ Q c ~ ~ . ~ - ~ o \ / !s !s 49.00-- . N ~ ~ <a. I ~ . ~y,:: ~ x x n x 48.50 49.OD S'y OAS '""~.~~0 ~ `Sx ~ ~ °S 48.50 b~,ia r s N o ~ I s. < o 6 ~tA~„ Y..:..• fi GREASE TRAP z. ~ t y - ~ .gin, f SS ~ / r b' ! !S R. r s / cr':~:.'" .:(•~-:~cs:=~:.;~m°;.._.~'.~` LOCATION ~o.~ 1 1 N 6. S~ ~ ~ ° S SS ~ (727) 793-9888 C, W s s ! cs. 90 's . r x ax s Ts ~ soy " ~ 0.30 0.20 oa, I S°s sx s x Ix l ff ~i(I. °S`Sx o°~° /Sx `"1` "~J^` °S °SX •->~°S- si a. S STORMWATER RETENTION AREA N - - 215' L.F. 6" SAN. 6 -SAN. PLUG , 50.10 ° a x J - - T.0 . = 50.00 fi c~ ~y PVC ~ 1.00% MIN. BO'- 12 x18 RCP X os R, G 1N AREA 9d`s~ s ~ 5~~s~s ° ~ ~ 701 ENTERPRISE ROAD E, STE 404 S~ OS Eire-eIX s ~d ~ S s s s ~ SAFETY HARBOR, FL 34695 I z. , e z H sno ~ o ~ X aRO boa s,~ BOTTOM= 48.50 n ~ a 2S ~ OS~ °~S a a~,o° ~ S x S S un q 'r~%- °S. y X '~Jyr- 1 S X °S S x \ X ~ y s ~ ' ~ ! ! ~ `o ! < ~ a. a 50.00 -~o ~o _ f~__-_--_ ~ ~ . ~0 , U" B' EXISTING n ~ s z o' s _ .r_ s c / < s ~ 9 ~ i R C,. !°(p Rs: S - ~;n. Fr .e„ n o Sc Za SRS. S ~ rv ~9•QD SANITARY c c o °o o a x e !r j cot>IC s„ s f-,1 X X Sx °s a SX x h~ ~~9°°0 ; ~X s<<S °s '~.,`p_,i ~ `S GRAPHIC SCALE j ~ WWW.KEITHZAYAC.COM SEWER ~ ~ S !J „gd 2 <j Z°` PLANTER ~ ~ \ ~~RR`. .a U S 62°x ~ ~D a t5 30 66 EB 9351 ~ LC 26U0212 SERVICE !~-a s ! ~ 1.~,,. r 50.30 ~ - SS ...,;.1' Sc S''. SS ~ \1 ~I:I. nR, IS;: „M x N31N310N00 ° ° ~ 00 l ..o a 9z ~ s Z s ~1 ~ °11y s JJ ! ~ x I x I o. l:" ~ E:; Ei ~ ~ s 6p S _ g x 9" X (IN FEET ) 2' R^ ~ LSD ~ ~1 I N ~ sn, I ^ ~ °e ~ e~ 5~;= ''ens S 6.55' ~ , ~n aSj tr I ~ 5D.4Ds 4 .o ax n S' j Sx Sx I I x ~ -rs'- ~ e ~ IIII x ~ + <s o ~ J X 4 s°1; Sx 1 inch = 30 ft. / x, o°, " X FIR HYDRANT ~ , ! I X X~z _ ~ R ~ ~ / `s. ~ , s ° ~ i~ ` a F ~ s + ~~e , A i~ ~ BLY TYP X s i, A S F~ ( } ~ ~ II c°, x -I J/ ~x _ js ' o ~'~J~ , . ~ s.N x `:`.t r ~s g ~ ~ ~ sus s i~ . I ' ,..r~.. , ~,',.1~,. ~ ! o os + s°. s°~s LEGEND ~ `s ' ~ x x `s EXIS c WATER ~ ~ ~ a ~ ~ r ! • S O ~~'sx ~ : P EXISTING UTILITY/POWER POLE ~ ~ MAIN' - TO BE I s. I j _ ` g ~ s _ FIELD VERIFlED 3 N I I ,;,Rn on ~ <j zj m I ~M' o X - ~ s . s m ~ 1-STORY MASONRY 9 ~Y a°, p.. ! ! S ~qi g, ~ S ieo_~ ~•1 EXISTING WATER MAIN , R + fin. zs !s s ~ . ~a~- -za-~~`~~~.._ OR ~ a ~ O.OD x X 9 FINISHED FLO _ , I ~ °5 , ~ z~ .x I Xt ~ a ~ ~ ~~,o,~ > / 5 "'"o-~"+~~_ ~s EXISTING FIRE 'S.,~ HYDRANT SS EXISTING SANITARY MAIN E S Y` ~ - ~ I ~~i ~ J ~ W~ 3 ELEV. - 51.83 I ~ ~ : , ~ ~ ' a ~ • \ ~ L___~ Di d'r9. ~ ~ t ~ 3 it v, `S `SaO. 2<. ss EXISTING SANITARY MANHOLE ~ ~ a EXISTIN " ' 7 il <; ~ ( X 4 x! a W~ WATER ~ S / n ~ X s W X I F ~ ~ • ~T X J ~ a ~ ~ ~ h s, SERVICE ~ / 0 d r w ~ _ ~ o. ~ ! p ~Y N F % ~Op Fs EXISTING FIRE LINE ~ ~ Q ~ ~ ~ ~ 5 / l t (-uv A.,~. I s 50.40 ' d x h~ s ~ ~ ~ , !s zs o s6 p ~ V ~ ~ ~ ss PROPOSED SANITARY LINE f A o f ~I c 's x X ~ <s.~ °s j Z ' ~ °F OD `yal ~ ~ ~ ~ _ - - _ _ - _ - PROPOSED STORM SEWER ~ m S lSRj ~ ! ~9g <S~ r~^ YI ~ ? / !S S/ ~ w V J S S~ S, S• J~~.i X S Y,C = I !5 <S. B ~ ~ O w ~ x V . q 1 n. < i `~<Q OR u w It ~ PROPOSED C/0 9.~ ~ Y R '~c 1 -0 sa ~X ~ Sc~~Vn , ~ Icmio S d 0P x ~ azr < S Y( OQ cc - X 9s 51.10 ° s 51.10 < ! ~ _ o ~ V goy 1 R r„ ta. r x ~ o s s 0.00 R. o`~ ~ z a o last' S, s„ ~2n , ! j i , - , i,•~ < o X 5 ,00 ® ~ ~ o~ m ~ hh! A .w, - ,~AA,~AA~U` A AA ~jAAAAAAAAVAAAAAVAAAVAAAAAAAAAAAAAAAAAAAA~'~'XA~» ~ Im.; d I.,1p A OS S • 6 S 9 QQ ~P S ~ .a ~ r- O w ~ S 4S j ~ x r,.:r,,:y.,,! j °""'XX x s • ~ ~ < ~ 0 yi- :'tq;,'i,"4l ='l;'11; `i i" o~. ~ _ ® °S`~ sR.~ . f`~ i 's' J' 6 6 6' ~ x °,~Z..:5 • .n -n~Q ~ --n ..-n ~~.~;g~t.``q.' + OS a S! ~ x q n °g ~oQ w ! ~ `,..Ytx, ',f ~ w S S X X ° X + ~ , s EXh TINE s e w W ~ x x w47 'S.` fpm I azi3. X dY ~ X x / R 9c'. 6~: ,~~cu> 92lS xx Sj G.D. ~r_ M Nm ,gX OS PARKING GARAGE ~ A-t ~DG LOCATION rs 'o r Q I ~ s s a ? ~ js< s. , <s. ~ I !~x vs 48.50 wrL ~ ~ sxs'°; F° t" r 5-~~,VI-; _-_~~j-__-___-- w x2P Sa n. ~ c9'S \ uxg' 0 SO 22. Z 9 a ~O.DD F,XI~TI G o ~ s ' . 2 S / ° !S <sss J S z ~ ~ . m j s-- ° u !S S `"zSS s tD~ `SS ~ \ - ~ - a: .®nem ~-.Q''~...-- .Y~'Fde- .o..® S° _ !sX/ ~IRE RAN~'^ s~ ~ ~ -x - < < ~ ma».._ ."m"~~~ ®n. ~ ~ ~ C-~ S ~ ® a®r"®""°" new v",S°:,~eanee.~o-"-~. e:m~=o-~ac: ° 9 S II Pn°'! `S 'o I I <o ~ 5s ! ~ ~ s - l !j zn <a.! s -~---~c,~sa ~'6 ',~x I ~4 I S. S I~ tt !S , SS / ~ 0 S F S !~n "B~t----fi x r' I i n Nom) ~B3'9P'(F) R. ow s n n l a I~ °S ~S~ ~n . P ~S S BF !S u 3 S° Sn 0906' F<~ X X y SR i ~i y ~ is Rz`s RAIN ~ s ,j s I !s\ ~ xos s ~ ~ bs I _ . ! s s 100' L.F. 6 SIDED - s Lam- 9! s, s I R ~ ~ on. ojs Ro os , F RIP RAP SUMP o s s , ,CONTROL STRUCTURE E-4 9. sj s ~ Cr E-t INLET CrS. ~ . I °F °9. - STORM WATER POND r s F ~ !s `RI EL = 49.80 rs zs - PIPE INV. =X48.00 (SUMP) !j~ ; COLUMN ~ ~ A RIM' EL -s~J, .00 f L. = 48.00 x X TOB 50.OOx o I r I V X = 47.00` R LE ~ BOTTOM = 48.50 ~ ,~N` ~ I - i~ Hdsv ° ~ O % <o ' ~ cS I r-'~ sx INLET D-3 X , aS ~ a N RIM EL = 50.00 \ ''s sa. _ ._x- oS SODDED STORMWATER POND ~ ~ ~ W a INV. - 48.10 x ~`"a r I • T.O.B. = 50.00 MIN. ~ ~ Z ~ 1 ~ ~ ~ I i W I--I W PARKING GARAGE \ - ~ BOTTOM EL. = 48.50 , • ~ ~ (1,' / to / / j~//,, ~ ~ r~ i G GRADING AND DRAINAGE NOTES: PAVIN \ 7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS U U V Z AL N TES SHEET AND DEMOLITION FOR EROSION AND SILTATION 1. SEE GENER 0 N E NT ' APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMME C ME ~ ~ /j ~/~~//~//j //i//j ff l~ CONTROL ALONG WITH GENERAL NOTES. ~ ' OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY a a v=i 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES 3, SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH AND/OR CONFLICTS. MARK (TBM) LOCATIONS. ~ ~ ~ m ~I 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED 8. UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED, SECTION A-A IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. N.T.S. PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. E 0 9. CONTRACTOR HALL INSTALL FIRE SERVICE LINE FROM TAPPING z N 5. ACCORDING TO F.LR.M COMMUNITY PANEL # 1250960102E SLEEVE &"VALVE TO THE LOCATION OF BACKFLOW PREVENTER i~~ Wz .-I 9 5/8' 0 J 0 THE SITE IS LOCATED IN FLOOD ZONES "AE" ELEV 12 AND FROM DEVICE TO BLDG. I ( ) i m ~ UU h n 6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED. 0 a m Cleanout Plug ~ W ~ N 10.INSTALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER 7. BUILDING ROOF DRAINS SHALL BE CONNECTED AND DISCHARGED _ NFPA 1, SEC. 3 6 OR EQUILVALENT. CONTACT LIFE SAFETY MANAGEMENT TO STORMWATER TREATMENT AREAS. C T L ARWATER FIRE & RESCUE 610 FRANKLIN STREET. THE LO K OFFICE A C E , ~A ~ IYj W o W W ~ N ~ BOX MUST BE INSTALLED PRIOR TO BUILDING FINAL INSPECTION. i ~m a~ ~ a = ~ 10 5/8" ~ ~ a m m Concrete Pod 4" ~ 11. THE BUILDING IS TO BE SPRINKLED AND MUST CONFORM TO NFPA-13. EROSION CONTROL MEASURES NOTE: mr REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT 12. THERE SHALL BE 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF Fle~Raass~clt~tlER TOP EL ~ 50.00 5-3/4" 5-3/4" Eye Bdt! E Bdt9 Pa TYPE E 6" or 8"- 1/8 Bend N ~ ~ A THE FIRE HYDRANT, WITH 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT eorroM Et. = 4e.eo 1 • \ CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE FOOT Ind FDOT Index 201 Straight Bars 2" x 3/16" ~ Q Reticuline Baro 1-1/4" x 3/16" r7 o m ~ BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE ARE REQUIRED TO BE MAINTAINED AS PER NFPA-1 - .o Grote peva 49,80 CITATIONS, AS PROVIDED BY CHAPTERS 400-4 AND 400-40, F.A.C. Bands t-i/2" x 1/4" Plug r7 ~ o a r steel z" INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION Grate 2" Approx• Weight 215 lbs. (See Note) ~ N Z 13. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, v, 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED X10,000 SHALL BE INSTALLED COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION. t2.5' wla~ 2" cl. 8" ~W~ fA-OZfA O ! Welr Elev. 49.00 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCU S m R CONSTITUTING A SEPARATE OFFENSE. 14. ANY VAULTS OR RAMPS OVER WHICH EMERGENCY VEHICLES MAY HAVE TO TRAVEL U Sewer Main 13 1/2" v ~.J 0 o MUST , N t N " CLEANOUT PLUG DETAIL ~w,~ ~tB~'`'~"r:_ o I UTILITY NOTES 15. A GATE TYPE LOCK BOX MUST BE PROVIDED FOR EMERGENCY ACCESS TO COMPLY ip 15" HOPE OUTFAtl CLEANOUT DETAIL ~ N.T.S. ~ , . ' , m rn o WITH THE REQUIREMENTS OF PINELLAS COUNTY ORDINANCE 98-04. APPLICATIONS PIPE mv.- 47.0o e" 14 can I 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FOR GATE TYPE LOCK BOX MAY BE OBTAINED FROM THE LIFE SAFETY MANAGEMENT o 12' errs. N r-t , t i z N.T.S. NOTE: Cleanout plug to be fir` ~ ~ n UNDERGROUND UTILITIES; UTILITIES HAVE BEEN OBTAINED OFFICE U.S. Foundry 7621 c 1~ w w ~ FROM THE CITY OF CLEARWATER UTLITY ATLAS. 0 16. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES, or equal, , ~ ~ ~ ~ ~ ' N !1 NO PARKING, FIRE DEPARTMENT CONNECTION AND SHALL BE MAINTAINED WITH CIi1' OF CLEARWATER, FLORIDA CITY OF CIEARWAIER, FLORIDA ~ 7 ' ~ ~ ~ w PUBIJC WORKS AOMINISiRATK1N ~ t: t` i ~ ~ ENGINEERING ENGINEERING DEPARTMENT + N 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER A CLEARANCE OF 7 1 2' FEET IN FRONT OF AND TO THE SIDES OF APPLIANCE / STORM SEWER '~f w er B ~ ~ SCI.TE~AN OMIT 1t 7 5 ~ N, o SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CROSS-SECTION 1 r,,,~„ U AS PER NFPC 2004 EDITION. FFl~T TYPE F INI FT (Mnrlifierll e~ e~~ oearwll ourFAU. caN1Ra +ta/~om ~aw"ew ~ N°2°i~°' W.J.S. Sanita Q STRUCTURE 1' ~ OA1f OEYAPIOX APP. W 11.111ce 110Aiu 1 Q 1 _ RflL Wlf OE9tlW1011 NP. T.Gd r t aF t + ~ " " . t.'' ~ Z 17. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. AM i w 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER PROJECTM 5 SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. ORGINAL DATE: 08.30.06 `o v 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL y _ o POWER SERVICE WITH LOCAL ELECTRIC COMPANY. CHECKED BY: KEZ a. i DRAWN BY: HAZ 5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION SHEET NO. OF OTHER EXISTING UTILITIES. of 0 dz E 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. Ocp Z'3r- ~ ISSUED FOR PERMITTING ONLY 4 OF 6 wa mo ISSUE DATE, 11.21.06 i CIVIL ENGINEERING ~ i LANDSCAPE ARCHITECTURE i PLANNING ~ i i . ~ ~ i i GRAPHIC SCALE l I ~ 0 15 30 60 so I I IN 1 inch = 3D ft. o- a w o ~ KEITH ZAYAC & zo ~ I a ASSOCIATES, OmNm a,J ~ o EXISTING TREE TO I Fs ~ a a N~ REMAIN (TYP.) ~s s ~S n r n wow S S INC ~a~ '4e gFS. ~f Qz6m G° s9 x x °~S X amm n n°n °S a~~~ S `~s`S ~ x /2°sx 'SISx ~~p 8n`~b gyn. SPREAD " S °ss os x x ~aa ~ x x ~ ~a >v~°O ~~x F) Sig _ ~5 II II f- cma d LM VD sx sx!s s ~ x V0 ° _ ~ Y ~a~~ (727) 793-9888 ~ wm II r. Zo ~ ~F35 47 °n. ~9~5 /mar^~ ~2 , • 6~ K ~ mo~> K~,so, x. < 2s,~s, F ~ ne,~g nSSS.9<<s. r ~ / r= s" ~ F S 90 \ rte- \ rv~~? z ~ 6°S°S` _ i i, < r'~ ~ ~S S ~ I -0 I r~^ C~ ° ~ e. / i. ; ; I x II Q S n S s s~ o., \.P I r / \ ~ \ m o ys ~ - , - ,Aea -~r%x ~ ; ~pr/~ ~ \ 60~° zs 'n s,,s n ~ \ ! 9 1~~ \ I tt a ~ F. a ~ , . s 2. LV ~l _ ~ Z~~WU' \ s°• I `3 ~ ~ s 0 I C~ ~ S~ `,/~/~y~y~ I ( , 7 O I S 6~ ~nF~ ~ L; ? 0 F. s Ilvi c~w~--are- t*-~`-~l 5', - ~ ~ ! LL' S !S 9j ~ ! ~ ~ ~Wll ~7 ~ ~ V ~ ~ I z Z x ~ S ~ 701 ENTERPRISE ROAD E, STE 404 ^ N U ~ I-- ~F 6s~s , ~n S r ~ 0., -oriw--'~- P U I S - _ sn s n. , ~ ?-~-F QnN ~ 7~2'KP? 27~ 1 ~ ~-r=-~-I u _ x - % --aY~- x~ x -1 x/~i x kl - x -C'~,,~-1-! x -.>E- x~- x -t- x F n 6 s. -•-wwy se . . a*r -ame-e a m~ m ro= v e ~ r. a-~.cevvv... emta e~ x a. ~x_ , - :w~l OIImm.m eeeemeem-®...~... ~ ~ m.m.~ee~me~.m.. ~~m:~.. vm.®S.®...®.m®.-.-® °si- - i~ p~° $ ~~,~~z~~ asN3e ~Nn NivHS,s z ° °s J ~s.4ss ~ `r 0 SAFETY HARBOR FL 34695 - x x J-D~S»-- x - x -no_'A ~ -Y ~ x K r`~ 00 02'~ 9 ~ ~ P a sov i°-~ P. 9 B e ~m a e.e:=evo 59 ` ~-re ee=mmz cd sx'~ ~~'.~"~i' ~ r I m ~h'°;~m`==ee®_ e>a sP. 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S^ / 49.00 • . - 49.00 s ' n° ss~'~o I- a ¢ PINE BARK FROM STEMS EB 9381 - LC 2600212 48.5D ~ ' x r s / ~ ~ i s s ~ 2 ~ z, 2. s, sn ~~r,` 1 sx~ - ° y9. o~ ~s 0~, ~ ~ ~ 1 N ~ 5600~0~ 0~,q0 ~ Q~`~°0 ~~an o ' °s°s s X x ~ _~NfI~11 x i sx , i,, ~ x--x-s s~,a~,, s W N PINE BARK MULCH LAYER ~G ~ S kn I - c \ \ \ \ ~~at,.,.. cxRl UP :gx x Sx ~ sx os oS s x ~ x ~ 45 2s o. >s h's's o ~ ' 3. a - g0 FSG s ~ 6~, `y ~9~5 m,~~.~~ ~F. _ °F`,. <}S.' ~p 6S~ 2 _ '~i--a'*-_-'7`-- b~' 0~ 5n os s~. ss x 2 ~..'u s?. ~CO~IC., .s ~ s o s. ~.r-" ° .o,o ~ ~ x x sx ° a' x ~ ~ R9 p~9• p0 rs m / ~ ~r,w , PREPARED PLANTING SOIL jam.;, -~S~xNis`SO ~~~~5~~~~~~\~~~~~~~~~~~~~~~RRR~~T~C~C~.t`C~~~C~C~RRC~R~,~\~CRRRRR\\~~~`~R~ ~ X d x ~ 5a ~ 6 's l.s~ cF r' ~j0• a FERTILZER TABLETS AS / / / ,/icy\yi\/i\ ~ ~ s ii x SPE ~ FIED. PLACE UNIFORMLY / \//\//\//\/Y/\//\//\// / a / v~.r--~ nS. IS, k aaw310N °s 'z_ AROUND ROOT MASS P~ ~ _ ~]Lli._ ~ p 2. x ~ s sos a~ -I; Sn. ~ ~ I Id~ s r1 ~ F~ 's 9z; n,. os°s d BETWEEN MIDDLE AND EXISTING UNDISTURBED SDIL ~I s `s _ sn o~sx BOTTOM OF ROOT MASS 3 TO 5 TIMES WIDTH ~I Ss Ssn 8n 6S,.. c'6 SS ~ :n. n x0 °S ~ ° o ' n - ~ s ~i s, ~ Fi ~ I S ~ 4 e x y r \I S S ~ X _ e~ ' , ~ ~ OF ROOTBALL - x ~ ~ X X I s~ y~ ° ~i I LI ~ is a ~ s ~r o°, ~F. s ' s o 2 + 's ~ I x x22, 1 - s, , r-.^~. °`s n °S c ( t / , x SHRUB & GROUNDCOVER PLANTING DETAIL s ~ (~a '~,'1 x.w~l ~S ° Y' ~"~r, N.rs. ~s ~ s x° ~ «,°0 ~~ti ~ r~' ,~4 .o~P, © `o so. z ~ s a. ~ i ~ s + x s 1 ~ ~ x ~ w o's ~ 60` 2, 2 i. fJ. i 22. ~ / v P• _ s ~ - t.. 9 z ~ ~ ~ I ~°i~i i x ~~'~i ~a xS `Sx i; ;:~I ~ Sty' eo a 2,. d ~ N 2~~Sx ~ P9 1-STORY MASONRY G___~;, 9~~~ ~ ~ ~ ° x `s ~ ~I s LM i x r. - ~ , 9 ~ a a ~i 22 , S2A 0 9n 3?~ x / S ,w° mlu f~ s 50 s x s~l s sss ~ ~ << r © s ---M~a h • ' 522..: .x s ~ FINISHED FLOOR ~ I ~ ; ~ cox 2x. - 'MIU..'-v'-M]q~lAlq~-MHO~_~AIW ~n~`r J 'w - ~ i ~ - ~ s g uP ~ ELEV. - 51.83 I 1 ~ ~ rr: ~ r: ~ ~ PRUNE AND TIE FRONDS ~ ~ I- v C7. ~ ~ ~ ~ ~2 I ~ x S n q 5Y a ~ a J PTV ,q ~i I ~ % 0 X ig Q~ w lp d h s x a 0 V `{r ~ , ~ 'I x x ~ S x h00~ , s °~`S N ~ ~ CL s. ~ F ~ ,r ~;5 5 x ~5~. , z~ 2 t s X x ~ ~ 5 ` °5 j F, <<s~ \9S, ~ is ~S.. p°.^ ~ S v S r w S S \ S Sr l X 2S >x s ~ PTV SP I `5 <s. a ~ " .i1. C , -'7 O w RI s6zFS 100 9 ~ E ~s X , o ss ~ W II Q 90 s - °s sn S `~F- " N o a 0 d~ B~ S~zFS FS 2nd -F Sn, ~ ^ 6`, xa0~''1 a~ 04 ~F- a i ~ Sx ~ S ` x I:r• 1 1 ~ ~ Vy\~~1~\~>: alV\\~u~~l~\1u1~11»U~1w1~~1~11~ ~A e,N y~ °S S S< ~ ~S ~ P~ o' o w m~m W ~ U L7 ~'r~ X~ ~~t ° ° o ° ° o ° ca c.~ o ° OQ ~ S ~0 ~k ~ wil 4 ~ TRUNK SHALL BE STRAIGHT AND it ~ yhs. , I 111T~~ ~a z°6 - <s o`~ °s " a Ux 2, 9~~--u ,9. xcri;~., It1~.~j=. y,- y, y, ~~,~'~SS,~ J O /5 tltl' J Y W C` ^ u.. ~,tJ~~;fj ~ W S "S 'n 6 S',. V x S OS Gi WITHOUT CURVES, FREE OF SCARS, BURNMARKS AND BOOTS W I--I ~mV> v~. a WJ x x... - x x ° x B y m m c'°, iu o i a y g`a'S5'Lti X a Y _ Ifs S a 9 Y t-I ~ a , ~ 6Q Ss ~ S. '~h.~, x 9~,S Xx ~5 N7 ~ X a n ~ ~ 48.5D is ° ~ N m n2. ^iti C~ iii < S r° ~ `s s 49.00 ° s o~ y,~ - yj- r ~ ^.v Fo, a3 s c x, , Q° w W ~ w a SS° 200 2S ~ n ~ 9..:-._.-._.~-~._ -',~56:DD m~ _ ^ p,.~ _ r X S '.Z S c _ / / ~ m x S , °5~ m~ .r'N~ r S, S a n r^'l..n~ ~ ...>_ht ..~~n.- _ y, i`-"""'hhr---`~:.,°~' S' e . _ ....~C1S n ,r~.'~~-~.~:. .n_~ eu b~ .?..~-^-i~„~`~e~Y+~ _ `S U S~D ~~6. T ems,. !^S =a v.. .iets-.e. 5 )fe. a eat-sel~. q~a~ar. ep.cr,e r.-=d pS ~ - ev ~~-®m~ is°°°~o F'y: comes ee ~~s +i ~ X/ `~1 S~ ~rx. e r ! -o ~ 1-kp~T-,--- - if- L ~d.i S X- s II I ~ S 9x9°`lPn ss ~ _2. 'nlr/ `Ww~7!{r/ '-S d~ ow S ht B° V s~ ~ x x ? I , ~I w S S2 i5 S 5 BF S ~ ~ g0 Bs °^66 C~ x ~ S~ I i ~ ~ , i S S 9~ iS iS ~h ~ X OS S .'6S j .0 ll _ S ~ R 6 I ~ , o o. ~5 s. o I ~ r~ is ~c .r ! 1~ 1, } 1 ALL SHRUBS/GROUNDCOVER ~ W 0 c n 4. UP sn. °n. 0 BS~ F9. °S~iS nS °S S ~ ~ Q~ hj ~,1~( ~1 ~0 cSv. ~S. 2n • 2S VO 92 2S 2S `5 F',. ~ VJ ~ ~y' ~ r.•, ~II'''' 5 ~ 1 x x 5 - x X L.F' \1 l"l ~ ~ w~~' ' jL t~ r.~. ~i ~ 5 S'~~ TD BE TRIANGULAR SPACNG. x 300 x g , ~ ~ ai ~I Z ~ t H d s v ' V~ ~ 0 Sn ~ ~,S SEE PLANT LIST FOR (O.C.) SPACING. L ' it r ors C~ Qj X025 ij p ~T-= ~ °sx ~ ~ t r'~ n 5 - t( ~ s s . tC ~ s s ~ ® I-I 1 iv N x , ns I ~ QV , ~ v v tr '~l 'i N it ` 1 ~ r • ' r'` s'~ ~ S " ~i. 5 LAYERS OF BURLAP, 3I :t ,r ~ 5 - 2"x4"x16" WOODEN BATTENS, ~ U CONNECTED WITH 2-3/4" STEEL BANDS. s" C r~ Q 0 +,t Z_ Z J ~ , ~ V~ ~r rd " ~(~~~Z"~ tC ~ ~ U U ~ Z w f v 1y r~ I ly 16" MIN. SETBACK FOR SHRUBS a " ~ ~ w & GROUNDCOVERS 2"X4 WOOD BRACE (3 EA, MIN.) ~ ~ _ NAIL TO BATTENS & STAKES a a ~ 0 N m I ~ O.C. SPACING (3) 2"x4"x36" WOODEN STAKES NN NN TILLED AND LOOSENED B" SOIL SAUCER AROUND YY m 1 BACK OF CURB/ NATIVE SOIL BACKFILL PLANTING HOLE. BED LINE ROOTBALL ® PINE BARK MULCH LAYER I PLANT SPACING DET~ ACING DETAIL (SECTION) \i~\/ E a - N.T. N N.T.S. FERTILIZER TABLETS EXISTING UNDISTURBED SOIL I" UNI ORMLYEAROUNO E / . \ ~ H GENERAL LANDSCAPE NOTES I ROOT MASS BETWEEN MIDDLE AND BOTTOM Z Z h OF ROOT MASS. MIN. 3 TIMES THE WIDTH 0 W ~ OF THE ROOTBALL ~ O N 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage ahd promote optimum 15. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discre ancies shall a plant growth. be re orted immediate) to the owner, P P Y PALM PLANTING DETAIL ~ ~ ~ 16. All materials must be as s ecified on the landsca a Ian. If materials or labor do not adhere to s ecifications the will a P P P P ~ Y 2. All recommended trees and plant materials well be graded as Nursery Grade Na. 1 or better as outlined by the Florida be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. Ua U W Department of Agriculture and Consumer Services, Division of Plant Industry Grades and Standards for Nursery Plants", N.T.S. a ~ o 7th Edition, 1998 as revised from time to time. 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. > 18. No contractor identification signs shall be permitted on the project, except for the project information signs. w SPREAD ~ 3. All planting shall be done in accordance with the Florida Nurserymen s and Growers Associations approved practices. 19. Existing sod shall be removed as necessary to accomodate new plantings. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with 20. Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine fla C1 0 0 ~ note # 5• °Floritam°. NOTfS: 0 ~t1 N a H i. xl woao sw>. ~ s as a~E~ar >Aaroa a o co . ~ v 21. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris z ~ Ta swl nar amss ova rlooor saws. Cl 0 5. The lantin soil shall be the a roximate ro ortions as follows• P 9 pP p p . 50% sand and 50% organic material consisting of enerated durin the Installation of this ro'ect. native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed g g P ~ a xl sswc e/ns ~ ~ mu~l ~ ~ N z sr~uE xl slags, soffs, wE, a/an smNCS usEn ro ua >xs soolsxi. o medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, 22. All areas disturbed within ri ht of wa shall be sodded. ~ sErtoAE xl alaua b/as w~ rsow t~ toP ar n~ sour eau. Cl s. 1oa or soot rug m eE srr ~ sIIN ~ s~auuxc ~ goof. ~ ~ C' W ~ - (A - ~ Z g Y PLANT LIST m such as roots, stones, weeds, etc. 4 UP Ulmus Parvifolia, Chinese Ekm. 21/'~ a inese Ekm. 2112" Cal (10' ht.) HEIGHT o u 6. All planting areas shall receive a 3 layer of pine bark, which is to be watered-in after installation. ~ 13 QV Quercus Virginiana, Live Oak, 2112" Live Oak, 2112" Cal. (10' ht.) N 7. The plant material schedule is presented for the convenience of the Landsca a Contractor. In the event of a discre anc IRRIGATION N 0 TES 4 LI Lagerstroemia Indica, Crepe Myrtle, a, Crepe Myrtle, 8' HT. Multi-Trunk ~ ~ ~ ~c o ~ between the a P p y pl n and the plant key, the plan shall prevail. 9 SP Sabal Palmetto, Cabbage Palm, (1( 0 bbage Palm, (10'-12' c.t. ht.) Staggered ~ z cv 1. A low volume irrigation system, that provides 100% coverage to all proposed 135 RI Raphiolepis Indica, India Hawthorn, ~ 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed plantings, will be designed and installed b the Contractor. 125 PTV Pittosporum Tobira, "Varig",VarigatE India Hawthorn, 3 GAL., (30" O.C.) 1AIm kn laosrNm : • ' '0~~ ~ ~ ~ '~~~,~i, W N i and replaced at the contractors expense. Y "Varig" ,Varigated Pittosporum 3 Gal, 24" ht., (30" O.C,) IN(NE 90L saou. „ 1 ti t a,? ~ 0 437 VO Viburnum Suspensum, Sandankwa 9. The Landscape Contractor shall be responsible for examining full both the site and the bid documents. Discre ancies 2. The proposed Irrigation System must meet or exceed all applicable City code g5 LM Lirio a Muscari, Bi Blue Lill Turf Im, Sandankwa Viburnum, 3 Gal., 24" ht,, (3' O.C.) '#'x+' ~ r~rs ~ "~~c~ ~ a6W W Blue Lilly Turf, 3 GAL.;1.5' O.C. , ' , \ ~ ~d o re uirements. i e , Back Flow Prevention, Automatic Rain Shutoff Device etc... P 9 Y ' 3 in the do u Y P q ~ - c ments ar the actual site conditions shall be reported to the Landscape Architect ' aoor wss eEnlmi : ~ ~ m YIOOIE Nq BO1N11 ~ 'h Z, ti','`:,,V - OFAaarW6S ~ n! rNN ~ in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report 3. Irrigation system must be inspected and accepted by Landscape Architect 71Ct1f4' CROSS IIF~R 18'INN. O ROOIBALL ~ UNa61UR~D 9011 1 \ r ~ ~ such condition, or for errors on the part of the Landscape Contractor at the time of biddin . prior to installation of mulch. Irrigation must meet cit code section 3-1203.C g y TREE REMOVAL f 1-Zk4' SANE 'S ~ < ~ I a \ 'v' ~ tNn to provide 100% coverage. and include a rain sensor and timer. TIIfDlIb IoOSOEll I , ~I I~I~ InIC TPfFEN YB 18' ° ?.Q Q ~ C 10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform AMOUNT TREE SIZE TYPE SOL the work set forth in this 4. Irrigation as-built drawings, which accurately and clearly identify all modifications # plan set and the specifications. &/or substitutions, must be submitted rior to final inspection and acceptance. ZE TYPE GRADE IN Y'NPW SW ;U OAK 2.5 1-25'tiRY~I15a 15 PROJECTM 522-06 " V ~ P 1 45 26" OAK 11. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect 5. The Landsca e Contractor " will be notified by in writing of intended changes. p must coordinate the placement and power supply for the 1 57 18 OAK it OAK 2.0 ORGINAL DATE: 08.30.06 o irrigation control timer with the General Contractor. " 1 55 14 OAK OAK 3.0 CHECKED BY: KEZ i 12. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect ' 6. The following irrigation system components will be utilized, per each manufacturers' 1 58 10"/15" OAK at (727) 793-9888 "/15" OAK 3.0 TREE PLANTING DETAIL DRAWN BY: HAZ C u specifications. „ 1 56 14 OAK o E 13. There shall be no additions, deletions or substitutions without the written approval of the owner. OAK 1.5 N.T.S. a Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line 1 03 14 OAK SHEET NO. OAK 2.5 E m 14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final HARDIE - Raindial 6 Station Outdoor Control Timer 1 02 9f? OAK OAK 1.5 ISSUED FOR PERMITTING ONLY 5 OF 6 ?3 acceptance by the owner. Richdale - 214APR 1" Electric Valve ° Amtec - 10" Round Valve Box. 7 TOTAL TREES REMOVED ~o (ED ISSUE DATE: 11.21.06 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. (727) 793-9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 LC 2600212 0 0 , o, 0 0 0 0 00 0 0 Flow 0 O 0 0 O Tapped Flange ~ Brass Nipples 2" Backflow Tapped flange NOTES: ~ Ball Valve ~ r ~Typ•) f Preventer 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB Ball Valve ~ UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. To View 90' Brass EII ~ 90' Brass EII 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE L P OT LINE ON EITHER SIDE OF LOT (SEE BYPASS DETAIL P~ SHEET N0. 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS Approved Backflow SHALL NOT BE BUILT OVER METERS.. Ford Meter Flange Prevention Device Flan ed ( 9 ) 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR C~ 150 P.S.I.) Approved Backflow ~j ~ Preventer ~ UNDER THE DIRECTION OF THE U1ILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE Ford Angle Resilient Seat Plate Strainer Resiient Seat TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. Valve (Flanged) Flow OS & Y Valve ~ OS dt Y Valve 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. Flanged Tee f Flanged Tee 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIDNS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE ~ Flanged 90' Bend ~ ~ Flanged 90' Bend CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2". 00 0 0 0o O O ~ Uniflange 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". Brass Nipple Meter Meter ~ ~ (Flanged) . Threaded Corporation Stop Curb Stop MUELLER H15008 MUELLER H14350 with Lock Win and ~ a~ 12" f- D.I. Pipe or a roved a ual g ° PP q Com ression inlet or a roved a ual ~ cn E a~ a P PP q o a (T p at 45 Angle). 1 12.. 3 ~ U Supports Saddle if Required See Note 5 M.J. 90' Bend M.J. 90' Bend -r ~ Water Service Tubing Flow ~ Driscopipe 5100 or Endot/Yardley ; TYPICAL SINGLE DEVICE 1 1/2 and 2 MODELS TYPICAL COMPOUND WATER METER SET A ~ Saddle shall have double X Blue Jet, SDR 9, 3408 Polyethylene NOTE: n.ts. ~ ~ stainless steel stra s ' ~ - NOTE: . P ~ Devlce must be installed level. t. 0 S & Y Valve Handles will be Chained and Locked. a with epoxy coated 2. Meter Sets will be Painted After Installation. 3. Bypass Pipe & Fittings Shail be Threaded Brass. ductile iron bod . CITY OF CLEARWATER, FLORIDA y PUBLIC WORKS ADMINISTRATIO CITY OF CLEARWATER, FLORIDA FLORIDA CITY OF CLEARWATER, FLORIDA Water Main ENGINEERIN N * APPROVED R.P. DEVICES * APPROVED DOUBLE-CHECK VALVES PUBLIC WORKS ADMINISTRATION G ENGINEERING ISTRATION ~ APPROVED R.P. DEVICES * APPROVED DOUBLE-CHECK VALVES PUBLIC WORKS ADMINISTRATION W A ~A peY - _ _ D ~ Hersey-Beeco Model FRP II Herse Beeco Model f'DC aY TYPICAL METER SETS W DA V~ ~ WATER MAINS Oi 15 92 ~ 02 94 Hersey-Beeco Model 6CM Hersey-Beeco Model No. 2 ENGINEERING a H W 02 94 Ames 5000 SS Ames 2000 SS pBY TYPICAL COMPOUND OZ 94 ' ts~~ N CA~SERNCE ~ aiEamo eY ERVICE Na Watts Model 909 or 009 Watts Model 709 or 001 p~p® eY BACKFLOW PREVENTERS NTERS "4a5 Watts Model 909 or 009 Watts Model 709 or 007 a~a~oer WATER METER SET ie No. ~ ~ ~ ODELS Conbraco 40200 Conbraco 40100 sY 90' RISE 4~5 Q ~ H oES~m eY CONNEC110N DETAIL Conbraco 4020D Conbraco 40100 1 1 2 and 2 MODELS N 4a5 REV aAtE oESauPnon APP. 1 OF 3 aEV. DAtE oESdaPna~ ,wP, DESa~m eY 2 OF 5 2 OF 5 °A~ PiioN 3 Of 5 ~ r a ~ w 9 5/8" TYPICAL 1/A E1/E SETT ~l G ~ ~ W F--i THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS; Cleanout Plug 1. BEND -INLET AND OUTLET n.t.s. ~ ~ 2. TEE -OUTLET BRANCH ® i 3. OFFSETS -INLET AND OUTLET 4. CAPS 5. PLUGS ~ ° X12 ~ 6. DEAD ENDS W a W U w 10 5/8" y 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Concrete Pad 4 z ~ U ~ Thick x 1'-6" Sq. g ~ 8~~ Adjustable c w w ~ / L Megalug Restrainer (Typ.) Valve Box ~ o o w o: o: _ 6" or 8"- 1/8 Bend . ~ a a ~ c 0 ~ ~ r7 When Valve Occurs in Roadway, io a ~ ~ m Plug M set Base on 10-Common Brick. I ~ (See Note) E ~ N Ebba 1500 Series (Typ.) iV 0 Q! 8~-- ef N W ~ Sewer Main 13 1/2" ~ ~W Z p~ 0 o ON ALL TEES A MININUM ' N OF 5 SHALL BE UV d RESTRAINED ON EACH RUN LEG L =MINIMUM LENGTH TO BE ~W U a RESTRAINED ON EACH SIDE OF FlTTiNG ft. „ ~ ) U0. ~ c FlGURES BASED ON 30 DEPTH BURY, 150 PSI TEST PRESSURE. ~ 8" PVC MAXIMUM SIZE USED IN SYSTEM Water Main a w o N.T.S. NOTE: THRUST RESTRAINT AT FlTTINGS AND VALVES SHALL BE Mech. Joint Valve ~ BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT N.T.S. NOTE: Cleanout lu to be BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 tAINT Restraining Joint P 9 NOM. ELBDWS (deg.) VALVE R U.S. Foundry 7621 plpE DES DEAD ESTRAINERS. or equal. SIZE 11.25 22.50 45 g0 BRANCH ENO 0o w a, N to Q ~ ~ CITY OF CLEARWATER, FLORIDA 4 2 4 9 21 28 46 CITY OF CLEARWATER, FLORIDA o ENGINEERING DEPARTMENT PUBLIC WORKS ADMINISTRATION FLORIDA CITY OF CLEARWATER, FLORIDA ° o ~ STRATTON PUBLIC WORKS ADMINISTRATION 6 3 6 12 29 47 65 ENGINEERING ~ REDRAYAV BY STANDARD A~ RmRAYN BY AlE ENGINEERING ~ N 0 A 11 07 95 8 4 8 16 38 66 85 a.v.0 9 02 ss ~ g1ECRED BY CLEAN OUT 9 02 99 a g wp r TYPICAL VALVE Ot ot5 92 Z m w.~,g, ~k~~D' aiECbm BY THRUST REV OAffi APPRDYm 8Y Sanitar wD4o~o. RESTRAINING ~ DESCPoPi10N APP. 1 DF i REV. DALE DESCIUPTIDN APP. DE9DNm 8Y w a~eaeo ar SETTING ie a ~ W ~ - fA ~ Z fn F T.C.J. G.C.H. 1 Df 2 u oESCrm er CROSS-SECTION 1 aF• 2 °A~ o~ G•C.H. 1 OF 4 U o I m O I o c,~ ~.1,~~~ ~w N N ~ ~ ~ F ~ W N c b s ' . Z ~ 0 V q r, 7 L M w~vc ~ ~Z N C O _ ? 5 °iV' G4~~ ~ fR ~ N c° r, ~ ` U 0 0 . ~ ' ~ K N ~M1 . Lr'~, 0 C O rvP~~f f, i a) n] D w Y''r r L 0 PROJECT 522 0fi U N U ORGINAL DATE: 08.30.06 a CHECKED BY: KEZ L~ d C DRAWN BY: HAZ i;z SHEET NO. crn ZC L•3 vo N L ISSUED FOR PERMITTING ONLY 6 OF 6 ~0 ISSUE DATE: 11.21.06 ELEV~AT4B'A'~ - TOP OFD PARAPET ELEV AT 45-0' ROOFD ? ~ m m ~ ?m ?~0 - _ ~ EELEVAT37~-0' 3RD FL7 OON FF uu~ m ~0 ELEVELEV A~- - 2ND FLOOR FF ELEV AT O'-0' G 1ST FLrR~- (MEANEIEVATION EXISTING GRADE) `WEST ELEVATION 1 1116" =1'-0" ~~ELE_V_AT4~8'6' ~ ELEVELEV A_A TOPOF7 PARAPET TOP OF PARAPET ELEV AT45-0' ELEV AA T45~0' ROOFROOFp~ - ROOF DECK- i ?0 ? [ o~oo~° oo~ooo~° o~°o god . ~ELEVAT ~37-0' ELEV A~r-0" a?o 3RD3Rp FL7 00R FF - ~ 3RD FL00R FFFF Om c ~ ??~?0~~ oooo~o 0000000 o000 e~ ~ _ L, _ _ _ _ _ - ELEV AT IS-0' _ ELEV A_A TiB-0' 2ND2Np FL~ - ~ Y2ND FLOOR FF ELEV AT O''-0• ELEV AT O''-0' ~f51-0N 1ST FL 00 15TFL7 00RI~_ RFF (MEAN ELEVATION (MEANELEVATION ~ - EXISTING GRADES . EXISTING GRADE) ~ ~ TH ELEVATION NORTH ELEVATIO SOU .EVATION 3 2 1/16" _ 1 ~_0~~ 1116" =1 - ELEVA~ TOP OFPARAPET ELEVA~ ' ROOF OECR o? ?o? ? o?? ?oo mo? 000 ?o ?o ? ?~?o ? ? ?o ? ?o??? o? ELEVA~ 3RD FLOOR FF 0~?? ? ? ? ? 0? ? ? ? ? ELEVA~ 2ND FLOOR FF iST fLSY OORF~F - (MEAN ELEVATION ~ ~ - EXISTING GRADE) _ ~ECE~VEp JUN 2 2 'ta01 ' EAST ELEV AT ON 4 _ ~ ~W,NNING DEi'Aklt~IENT ~11YOF CLEARWATE~ 1116 -1- 0 x ~ ~ \ I 2907 State Road 590 Suite 5 Clearwater, FL 33759 2145 SunnYdale Blvd., Clearwater, FL - P. 727-797.4420 Prepared For: ES- F. 727-797-9218 designstylesinc.com #AA0003393 Project: #0632 -ARCL I?E T © 2007 BY DESIGN STYLES, INC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AN UNPUBLISHED WORK OF DESIGN STYLES, INC. AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DESIGN STYLES, INC. - \ . ~ ~ ~ ~ ~ m ~ • ~ o ~ ~ EAST ~ LEGAL DESCRIPTION: LOT 2, LESS THE WEST 450.75 FEET THEREOF OF CLE ARWATER INDUSTRIAL PARK REPEAT, ACCORDING TO THE MAP OR PLAT THER EOF RECORDED IN PLAT BOOK 71, PAGE 91, OF THE 0 PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH THAT PORTION OF SUNNYDALE BLVD, AS VACATED BY ORDINANCE N0, 2175, RECORDED IN OFFICIAL RECORDS BOOK 5089 0 , z i.. r ~ J/4" M PAGE 62, LYING SOUTH OF THE EASTERLY EXTENSION OF THE NORTH BOUNDARY OF LOT 2 B1~AtANHOLE ' PPpC 4• • RIN ~ ~9A0 / AND WESTOF THE NORTHERLY EXTENSION OF THE EAST BOUNDARY OF LOT 2. INS-+~~ ~iraR e/e• ~ 0 ~ ~ u,een ~ ~ -o?an a/a' ~ V 0 ~.ene a t/1 D 'A +b ~4•~ AB INIET X~ X" y~ ,gUN ~ q y~ 10P • 49.89 x NYDALE a~ BOULEVARD ~ &I I iHACAT - 48.14 t x x x"°~ °1h ~ (87 R/wl A9PNAl; PAVtOAIT ~I I X % k ~~°1y ELECIPoC y++~ Abq ~ m ~6C i ~ ~ W RR t/s•~•~ 589'21'03" , xy, + L'wac wwc . * . \ vti ~ ° 1+ 3 ~ ~ ~ E(F) 120,12 (F} ,R PcN ~ ~ a°~+tac ,p , y+1 VALVE p/y~~r~/~r ~/p I pi I x . / \ \ 3W,Ll'A7 Gl!"~II-) LVG'ik/l!-. \ iV 1~•~ ~ 99• . sae a/e• ~ ~ ~eA9 a' ~w ~ ~owa'As ~ ~ . pti . ______ouowas rases L O Y Y 1 ~ ~I r s S c0 7° x/ of I \ °ry M ~ A S P H~ L T \ •Q 11 VACATES PORTION CF U ~~.1r' b yN ~ \ /f ' • SUNNNIAIE BLN7. / b+ b+'~ ;K N x x x ~ N. , i f , (OAD~ /4178) m ~ ~ \ I ~ (aR.a x999, Pa es) + b i N c ~ ~ _Z ~ ~ B' R ILRCAC 11FS d' LESS OUT 450.75' x y+ ~ V'MN~= 3 V y+' 33.17' ~ ' PLANTER +1 / 1 x ~ ~ ~ N is{;2`",,,,,,,,,,,,,,,,,,,,,, ~ 59,12 ~ / Q SUOISIAB~ ~ U 0 GRAPHIC SCALE + ~ _ 0 20 ao eo " .9ti ~ ti i + b~03 xb'I` xH` 4~ oA 1y ~W i> ( IN FEET) ~ ~ N m e PIPE •s ~ > 4' ~ ~ S AINKLER q ~ ~ . ~ Cti ~ o gCp. 1 inch = 40 ft. N ~ vi o ~ ~ ~ - SONRY 1 STORY MA C7 J f~ f I FINISHED FLOOR if f • ~ ELEV = 51,83 b ~ / N D. W r- ~ ~ ~ ~ W w ~ \ ~ ~ h~ ll ~¢t ~,f O~ ~ ~ N oc o ~ _ ~ = b % ~ ~Y N Q ~ 1° a, i / +fr a / a 2 ~ . 19 + p~ o N ~ N b N O ++~[1g,,~~ ktip" 2 ~ ~ ~ s. / ~ I ~ < v+b`q~'ya U ~ ° L~ O O ~ ~ ( ~ ~ ~ 11O f '1 V i G~ I o'f I I V. g ~ 0.~0~ 1N llII ~ ~ G~ \ ~ ~ 3 ~ / N ~ ~ o °Q~ ph 1M'" / + ~ r 1, q ~ ^ ~ 3.16' ,,.taa',.,a~%' / x ~ ~ y 0 ~~covFAm~cuuo (q Vj 0 Fz g 0 ti: ~y o. ~ ~ w Q ~ + ,f I;::::::::; I Q ~ ~ xh x I ~^¢'ipllgfaUllP.<, ~''':~;:'j ~ 1V' ¢ ~ ~ 1 V R 98 1a+ I I. t'I,::~:.: :::,1~,. "r::1 ~ M I \ / Q W U f l o ~ a+cF' y aM1' Z ~ \ / ~ ~ fir` ~ d1 ~ x~+ y~' 1a ~ 0 h ~ ro "A' "p• FIR 5 8" / x if I A 8 P H A gL T m ~ x~ \ tA~ ~'Y ~ ~ 10 x X x"Q' xM 4'' ~ ~ i1, + +qh h h a°'b ~ ,p~ ,Irk PP+° ~ Z axc vau x- pe dl' W . c/L swAtE W " w o~yza 3~ ~c°~~ y+!~'/~ iN'"1" rA~ FCJR 1/2' 1a ~ " c9p o: W ` ^1. x p 1++ ab++1F etas ~p ~9~ a+~ ~ o ~rpZa~r + Q x I` ~o~. ~ x , -x +9 ONWZVI \ h \ xy ~ ~ .iti / ~ JO~~ , / ~~n~ ~ tb,oD' ~ 1 - \ a' Q~-w¢o:? IUi,~¢Za¢Q ' \ I 1 xw ~ f- =Up~Q • ° 9Ctli \ x x x - ~ ? +b Q'?~UW gip,. ' y , , x J+' o xa ~ " +b ~ „ b U~~ G~' a a , ~m~a w•. x~ x h 4 ~~ot0~ ' m i ~ . ~ ~ ~ 1 x~ +F ~ I a ~I \ ~ t 1 O *'vai~Qr.O r° ~ r , . f~ I i'f ~ rox ,g ~ ~ ~ ~ ~ ~ w. I E v, o.o~ - U~E~cVJ~Q~._ ~ ~,o t 1,,' o @ xhI ~ x~ h~ 0 $'I rp ~ i x ~ y f ~ ~ - y y+~ i s. _ arrnwN a Q Y TBNdpkI - txNINER ~ +T 0 E~T£VAild~l~81.18 + h ~ \ ~9~ / i ,f \ y9i 1 + \ 6 ~ ~ v / i - ,o " a+'' .A '/G~jxe+Y xa+~ "o +~q`M xh b h 4' T/ ' b+~ ,~ao F9 a x l I ~ ~ E...{ Y 00 a• ~x 90 / F ~ 1 ~y Q ~ 9 ~ T k~ I LEGEND p TRAFFIC SIGNAL ACCESS BDX xa V ~ ~ Ot ~ OAK TREE N o s c A L E ~ aNC + h I o I 1Z 0 CLEANOUT ~ ~ ~ " D , PINE TREE ® GAS METER / - \ ~ \ ~ ~ ~ p ~ {2 ® GAS VALVE ~ ~ ~ ~ ~ ° ~ ~ 9 PALM TREE H ~ ~ 12" O$ SANITARY MANHOLE ~ b 4,;"" x \ x+ ° ,p ~ ~ x~ ? OTHER TREE (AS LABELED) G GREASE-TRAP MANHOLE ~ o ~ 6 ~ ~ ~ oRIGINAI ~ W ~ U Q BUSH ~ b "gyp I d~ I ELECTRIC MANHOLE ~ o~ x~ RECEIVED ~ W J c0 ~ ~ LINK UNKNOWN © a+> FND FOUND Q STORM MANHOLE _ ~ I/ ~ ~ ~ A(~~ 24 ~ SCIR SET 1 2" CAPPED IRON ROD "LB 4513" ® WATER VALVE ~ " , ~ FlR FOUN~IRON ROD SIZE NOTED +P / ) ® RECLAIMED WATER VALVE +)ti ' ~ ~ m 106 ~ °m o x FCIR FOUND CAPPED IR N ROD (SIZE NOTED) y ~ ~ FRR FOUND RAILROAD SPIKE ® WATER METER BOX - ~ y+• PLANNING DEPARiMENi ~ U ~ PK PARKER KAYLON NAIL ® RECLAIMED WATER METER BOX a+' FCM FOUND CONCRETE MONUMENT (SIZE NOTED) ~ a+'~ ~ y ~1ti + CIN OF CLEARWATER ~ W Q I FOP FOUND OPEN-ENDED IRON PIPE (51ZE NOTED) ~ IRRIGATION CONTROL VALVE x 9~ a+ d^p a+~ x FPP FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) O or{`~ FIRE HYDRANT f i Nv • w•a, Y FN&D FOUND NAIL & BRASS DISK ~ ` 4,. ~ a 4, y+• " SN&D SET NAIL IN BRASS DISC "LB 451J" LIGHT POLE Q~ U A _ ID IDENTIFICATION RI WOOD UTILITY POLE ~ ' PLS PROFESSIONAL LAND SURVEYOR Qf CONC UTILITY POLE INV • 48, b+• y " ~ ~ d. N PB LPIC~ETSED BUSINESS ?T TELEPHONE BOX ~ ~ D DESCRIPTION ® CABLE N BOX F FIELD MEASURED SIGN r " lI~TES~ ~ ~ ~ PG' PAGIEIAL RECORDS (BOOK) •RD SPRINKLER HEAD ~ o ip6t a ROOF DRAIN 1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY ~ ~ ~ p ~ PB PLAT BOOK y+~, ~ , ~ °y ~ cp CALCULATED FROM PLAT CALLS ~ LANDSCAPING LIGHT a" x ~x~ p+ cf CALCULATED FROM FIELD SURVEY ~WATER~ UNDERGROUND UTILITY PAINT 4, x_ POB POINT OF BEGINNING MARK (AS LABELED) x y+'p ~ ,p1e 4'x4 ~Y+ 2. LAST DATE OF SURVEY: MAY 17, 2006. ~ a0 POC POINT OF COMMENCEMENT GUY GUIDE WIRE ,p~' x P.U, PUBLIC UTILITIES EASEMENT art9 w ,p W,~ 3. SURVEY CREW: MIKE GROSS and dan tang ~ ~ I D.E, DRAINAGE EASEMENT R/V4 RIGHT-OF-WAY ~ d~ MH MANHOLE ~ CENTERLINE e+ ~•IP 'Do ~~,rpS 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL ~ ~ M EL, ELEVATION E/P EDGE OF PAVEMENT INV. INVERT BOC BACK OF CURB CALUMET AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). ~ o ~ T.O.P, TOP OF PIPE HWY HIGHWAY A $~'}~E'~' + UG UNDERGROUND BLVD BOULEVARD ,p (!9' Nw) ASPHALT PAVEHkNT F 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCH MARK H-11 x ~ x x x"P U.D. UNDERDRAIN CONC CONCRETE M,E~S, MITERED END SECTION ASPH ASPHALT ~ ELEVATIOB = 65.523 ~ ~ ~ f,E.5, FLARED END SECTION EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE CLF CHAIN LINK FENCE 6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS ~ 0° ERCP ELLIPTICAL REINFORCED CONCRETE PIPE BWF BARBED WIRE FENCE ~e x~ ~ CMP CORRUGATED METAL PIPE wnr wnnn HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS. /Inter DIP DUCTILE IRON PIPE xy,. x° A/C AIR CONDITIONER PVC POLYVINYLCHLORIDE PIPE R.R. RAILROAD EXCEPT AS SHOWN OTHERWISE GTE GENERAL TELEPHONE AND ELECTRONICS TOB TOP OF BANK TELE. TELEPHONE TOS TOE OF SLOPE OHW OVERHEAD ELECTRIC, CABLE TELE SION NO. R TELEPHONE NUMBER AND O SERNCE LINES) 7. BASIS OF BEARINGS; THE SOUTH RIGHT-OF-WAY LINE OF SUNNYDALE BLVD. f.O.C. FIBER-OP11C CABLE F.F. FINISH FLOOR DIAL DIAMETER BEING S89°21'49"E PER PLAT. 9. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND IS co SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND SIMILAR MATTERS OF TITLE. J J~ _ 1 _ _ 1 G . . ~ ~ ~ J ~ ' ~ ~ 1 1 • I ' CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING ,,L, 1 m '\m .~~I ~ M Um _ I . i KEITH ZAYAC & , I i GRAPHIC SCALE ASSOCIATES , I `Y/ eo o s ~ eo INC. O I . ~ o . ~ ~ ~ 1 . , I (INS) (727) 793e9888 i inch = 3o ft, 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAVAC.COM EB 9351 - LC 2600212 ~ , . _ . ~ i . I I; I ~a 4 i 4 I- O ~ 1 ID T • ~Q a ~ ~ • ~ S QO'1~26 275tBB'(F) rn s<<r ~ ~r ~ ~ ~ I r r .x ~ 4 ~ ~ SQOnT 273.3') " x ~ ~z ~ r ~~d x . x ~ >d,.., x ~y I `rx S o07223'HPI 388.78Y1~ x x ~ ~ m~ rx ~ ~ c ~ S 388 x _ ~ ~ r c 1 ~ ~ ~ o ~ ~ t o. 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HAZ cm I , .o I oZ SHEET NO. o I zc ISSUED FOR PERMITTING ONLY OF 1 ~o ISSUE DATE: 06.30.06 i ~ ,I i • i CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ~ ! PLANNING i ~ ~,-„R ~ I • r i I ~ i GRAPHIC SCALE I I ALL Ai~FA<a t31wf~E~6~d STI~E~T ~ o ~s ~o so I so i~AU~:iV3E~1T a~oi'~D i~AiZICiNC L~~` I ~ , 1,~3 t3~ 'liJ~i §~ECE6~E ~T~1i:F I L~NI3~l,..,~ai~i'I'~il~ Ti~~AsNIENI, ; (IN FEET ) I 1 inch = 30 it. - KEITH ZAYAC & .a a I ~ in ASSOCIATES, SURFACE WATER #1 ! GS ~ tg TO REMAIN N m EXISTING TREE TO 4.695 SQ.fT. I r~ s, i~ 0 0,10 ACRE sn ~ •~g `.9 SPREAD ALL landscaping must be properly I N C . ~ o a N vi REMAIN (TYP.) I ,d ::4, x p s , wu'~ !q S b ul G~~. bF,16+ !L. ,t Z p f0 .L., '.4i • k, ~ `.,~s installed per approved plan prior m of ~ x m a > vi x rs. `4 ~.r~ to CO inspection, (7 2 7) 7 9 3- 9 8 8 8 ~ 1„R~ II `to ct, 47 s,,~;~ s. \ rs' ~a r, r~ r 90 ~ \ i . r I ~ a~~ t'sinsPec?lai le6s are mandai~y tnr_-, h E v„of;~ '-,9.'S~ e~ i-'~ .aS.:.: I p 1 ~r-.'~\ / Ge, ,r8f~'~"~~~ / ~ _ - ° ~ la', ~ ?O1 ENTERPRISE ROAD E, STE 404 yI-y' m[La . F.% 9£'. n r. - - ~ I s°; ` t' ,CS• `c, G', G~• / \ r r\ `,~~'yy~Ip/GI~J r\, / ~ , l~'-°: I ~ _ • ~ ~ ~ ~ i>~ ~ SAFETY HARBOR, FL 34695 I 3 rasa ;ilia mall ~ ~ ~ ~ , x ---iJ' y ..J ~4 f-----' ti - -k 7r ~?-r x r. , t s p y " s pp u- ?F--._,..,~ l `'r 9„ ~ , ~ r, -G"=.l r' =s / n ~ ~ . ~ { in~rr~s -i a~r~ra U H ~ 5 , F£:Gyr' i~ Nx G-.~--~ ~S` ~a[M use ~n- ~ ~ - c" - - G~ \6 Z. , r.~- r_-~ ~m.w-,a~-... -r.-- -.a~.•...~,.-rte.. ~ ~ ,,r. ~ 1 ~ 1`n d,. 1 . a'~z~,~aF*~~rr~..a~!r..~;s9~rch w,.a ~ f , H a ~'ss~ - ~ 5, ~ / . ill ` ~ y, ~ {r ~ , ~S, / I •n. 1 1 ~ 0 1 ~ ~ V 1, ~A~1 \ a.~ d t 11 " ~I \ / E, I r c F{ \ '°z l / x 1 f~) ..~GM T6, t~' ~ - 1~- J ~ ' _ _ I LJJ F, 4 ~T~- ~ r, ~ v WWW.KEITHZAYAC.COM ~ ~ \ 1 - - . , v - - s . ~d;s~ nix of ~ - / t * \ i o l --,-r- s~- X , / n ya. iJ. ~ ' HEIGHT n r ,Y r~ . rb. ~ 1 I ; I 0 .k'`c' \ J / r 50.50- -~-50.50 s, ' " a ~ > ~ PINE BARK FROM STEMS ,-i~ 49.50 F ~ ` .r (n a 4 EB 9351 - LC 2600212 • / ~ . - :1,°;° ~ . -------.48..75_- c~, ( ® 1 ~ , . . s, _ / C' v' ~ ~ ~ / ~ I f i 1 M `'s` 4so„ ~ a PINE BARK MULCH LAYER 1 U r ~ ~ 'Y 1 CG t 'I ~ 'G. 1 ;1~G~, ~ 7, X `'`fix _ 6 , ~Y .F~ 'r " 1 ~ i ~4~ LLI ant Y S r 5 ~y~ ~s I 1 / 1~ Y i . ~s fir. r°, ~ ~1 J Ls~n..Y` / yy Sv~l \ Yf /~~ti~ - - f\!/ C '1 y~1 hYy~e' R \ l~/f - / "fir?' t ~ I 1 `0 U \ GW , ~ bx r •5 f/~i/i// f/~ ; ~ ~J~J~/.; PREPARED PLANTING SOIL fi.7 Qi i) A° ~ },-f,~,-~a-s f =£r, tC' _ 1 < l~7. I ~ r ~ ~ ~O L.~ ,~1` r p ERIILIZER TABLETS A5 J/,,'~///~ ,n/. /,i/ i/ i/~i/~/ / E//Yf\//'''~/ ~ N , „ „ s, Ji t~` y~ t ~5+ STCJP ~ s ` _ / h /f II SPECI .PLACE UNIFORMLY a~~/JU l/~%i/\~%\~\ ~'9~~` AROUND It00T MASS W i ,i ~.r, f i 1~ o:, EXISTING UNDISTURBED SOIL a~ln `'t;~ ,,s BETWEEN MIDDLE AND _ 55 x. ~ _ s+ - ~ ~ ~ 4 ~ OTTOM OF ROOT MASS 3 TO 5 TIMES WIDTH 5':., OF ROOTBALL e~~ spa;.; 's~„a ~ ~ cs, I PROPOSED ROLL UP `G~, ate,, o 0 0 o i` ~ a z '•g, + ~ DOOR ;p ~n X ) • Q Q ~ ,f 1 `F~ r~ 4" WHITE TRAFFIC R s~,, ~ ~ , • ~ I , j' ~ ° x SHRUB & GROUNDCOVER PLANTING DETAIL ~ ~ Q • LI y~ p ~°s PAINT TYP.) ~ s n ~t a n n c ~oJn i; 2 C' f 'i.~t ~ ' c%.^ /,i~ ~ ~ ~ N.T.S. ~ ~ 0 ;7 ' t, ~ r, Q'? ~ gin. 1ryC, C I - ~ 5 - G,V; /r.`' / ~ I \ ~ ~ ~ /i ` , ~ ~,AN~~~~~E I~~~A~MEI~I R~6~'~IRE~ (n ,.-r ; ~ ! n ' n a - rte. ,1~ , I x ~q~ 6~1'~F~i~R i~L~NDS ~ 1-STORY MASONRY g„~ ~ ~ - ~ , ~ LM s '91 ~9, t ,o. J ~ y. .x _ ~°4 ! 1 L., N. _.:¢,m-`_ Z :PiV• I ~ 4 'NL U ~ ~ ' ~ ,j{, 1, '-m.LC+~~._.. 1 0 S` 0 .y ~ stl Z, 4,5, ~ ,+~uFc ~ 4j i C~r~ /4 e.. s'~. ~ FINISHED FLOOR ~ ~ ~ ~iVN1~ ~~~~CIGi~S .i r/~/1 W uP ELEV. - 51,83 .x., xy~,~ ' PRUNE AND T1E FRONDS n ~ 1 m I ~ q 'r, ~ a o s °s' h; ~ i~ " Q - ~ ~ EXI511NG ELEC. SERVICE a~5'.. s'a Gfi. p;} '-i1, ~ N > / ~ EXISTING SWING DOOR `'k ` x c a 0•; ~ s' ~ ~•>y EXISTING FIRE SERVICE ~ sE ;n ~ / i"~~~;' / ~ , Z LI I 5' CONCRETE WALK `s; ~-oys °s s~ l ~ ~ p' fy ~ , , . ;+~i~~? ~;n~A~~~ES EN 5~~C1E5. Cfl ~F~t~-~r3~'~~T~NS, QR D~5i0@3 ~ . ~ '1' X iC. ~ IN I~~IIpI~uCR Z 2 & RETAINING WALL ~ % ~ / ; . ; I s-~ 0 1 CNIT~C°U~ l~'i1;. ~NSENT OP TF1~ ~ m ~ 1 s r~ I E ARCH. i,.. , L. s~~ au ` W HANDRAL SE ~ fr, , r Ar s ' ~ ( 44'X8.5, 4» o sa,, o rJ ~ ;if : ~ ~ v c s ~ DRAWING FOR DETAILS) ~'1, r LkNNIi~i~ ~,~fi~~TQR i1rN~J~~t~ Q CMMS CONC. PAD .y, , a;:' RI •.~sl . SIDEW~L a< , ns - ~ R,. o , t' ` " t, ` " r Vii' 4 f •i ' to q~ ~I1. GC'rs~l f ,s v, e. i`l *~~s;- 0 L 7~-.-~ O T• . x.: ~.~.~~.,?ryr~L~~{,i 1~~yi~ e*n~ 9 I1.. 1RUNK SHALL BE STRAIGHT AND Z H WITHOUT CURVES, FREE OF SCARS, ~L G I 1J...Gx,..`, •N i~.s ~h°; A 4',;C,i/ yr~ -j ! ' :,r ' ~7T _ ~ ~ %i ter, ' _ JJ BURNMARKS AND B00T5 ~ W ~ ~ Y ~ F.+-I (2) ..RAMPS :n, mo G f. ,I s _ TRUN ATED DOME ~ ~ a-. ~ j_' + F. / bpi. e. 5 {r"~ . I- ® - , PER 0 #30 d ~ ,9~~t';c,; `r' iL rr~ r'. .,~k. j' 49,5 ~ , 's .n _ 'r. PTV z ~ ; ~ ~ _ ~ - - - ' _ n r . _ - , . i a~ _ o Q~ w J ~ r. ' - ,r »~r.. .ate-r.~ - ipc ~ cY~a~a~.Y~. r ,n. ',o a~rr - r, , ; n ~ 5 g T ,1 1y fib - - ~ y - ~ C s °~r ~ ~~~~r~~~ Q ~ ~ i , _ .~f oy, ~ ~ S ~ - `3~f~ ~=s s r ~ .I ba ~ ed p ~ ' ~ ~ ~ J ' GG J~,'r;+.U'. 'l~, 6. ,sl'~G, ~L+` ~y ,a~ , 1 ~ ~ ,d E. 1. i. W ,ApP ~ U ~ ~ ~ ~ ~ , Q ~ r ALL SHRUBS/GROUNDCOVER U U~; I~ TO BE TRIANGULAR SPACING. I--- C-+ 'Z o e1. ~s. VO Q9. ~''z. SEE SHEET AO.i'°FpR STRIPING AND "•:,r+s~~',~+,, ~ ~ ' k I ~ \ > rT S ~ ~ SEE PLANT LIST FOR (O.C.) SPACING. ~ r n `°i` ~~'.I• 300 s x SIGNAGE WITHIN PARKING GARAGE a `•a , / V. L~ 1 . ; L ~ ~ 1J J, ~ ~e? 1i- i ~ OV ~ - s ~ 13 i ~I~ cv £l ~ Z ~ T T' ~ 1° 5 LAYERS OF BURLAP, ~ I ~ r a 5- 2"x4"x16" WOODEN BATTENS, w Q W Ci w ~ , ~ ~'a ~ ~ r ~ - 2,J , • - ~ - ~2,~ ~ 'n S? I CONNECTED WITH 2-3/4' STEEL BANDS: Q ~ ~ ul 1 71 - Z ""I l I . li. i1 ~ 18" MIN. SETBACK FOR SHRUBS ~ -wi ~ w ` r & GROUNDCOVERS 2"X4" WOOD BRACE (3 EA, MIN:) 0 0 w I'~ r w r ` NAIL TO BATTENS & STAKES a a ai in ~rl ' I (3) 2"x4"x36" WOODEN STAKES ~~JJ NN NN NN NN I~ ~ ~ i} O.C. SPACING fJ} I • n) Lry TILLED AND LOOSENED 6" 501E SAUCER AROUND Y Y Y Y Y m / PLANTING HOLE. ' BACK OF CURB NATIVE SOIL BACKFlLL , ' 1 ~ BED LINE \ ti\'` I PLANT SPACING DET ROOTBALL a /\^,lr'`~ 'M PINE BARK MULCH LAYER i ~ m , ACING DETAIL (SECTION) ~~,~y. , ~ ~ ~ E N.1 FERTILIZER TABLETS :~%;~~~1,,~~% f~~~-~°~//~~%~jl`~r~/~„~~~,// EXISTING UNDISTURBED SOIL ~ ~ ,J ~ N N.T.S. AS SPECIFlED. PLACE ~'1, ~ \ \ \ 4 ~i\ \ Z to 0 N N , UNIFORMLY AROUND ~1 w ~.'f/ ,(i/i~y>%~~/%\//~l\f~ili~!/ ~''i/ ~ ~ ~L ~ ~ Z ! ROOT MASS BETWEEN ! ANDSCAPE NOTES GENERAL L MIDDLE AND BOTTOM ~ MIN. 3 T1ME5 1HE WIDTH ~~~pgCAPING 10 BE PROTECTED a J ~ ~ ~ ~ I w a i I OF ROOT MASS. ; OF THE ROOTBALL °0 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum 15. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall ~~~M VEHICULRR OR PEDES7RIRN ~ ~ ~ N N o i ,Q ; ' I N )ant rowth. be reported immediately to the owner, P 9 !PALM PLANTING DETAIL ~~~~EIC BY AMINIMUM SIX INCH, ~ a w w w U ' ~ ~ ~ N.T.S.- - ,L° ~~Cl~~a1NC~l~I~~IIEEE'S~ w w > > > ~ ~1 ~ o a o 16. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will ai 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. a~www~ Z' ~ De artment of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants , P 17, All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 7th Edition, 1998 as revised from time to time. 5. - 18. No contractor identification signs shall be permitted on the project, except for the project information signs, SPREAD OC ' ~ ! ~ ~ 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 19. Existing sod shall be removed as necessary to accomodate new plantings, m~r•~r•~ ~ U.. 000000 a o W NOTES: ~a ~ ~ ~ ~ N c° N ~ ! 'r'" V ' ~ 'c Q hall be fertilized with A riform 20-10-5 tablets as er the manufacturers s ecifications in con'unction with 20. Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine 4. All plants s g p P J ~ note # 5. "Floritam°. 1. Nl wA00 SWW. BE SPAaCE CB R~aIDT PRFS6UIE TRFAAD. ~ ~ O O ~ N ! ~ ocooio~ ' gym' dN ~ a ~ 21. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris 2 ~ T6 SNYL Naf CR75S UhR NAaUP AOaIS. ' 0 1 RFYdYE Nl SAlNa R/OR MAE'YkIPPm NiOUrD TRIMK ~ ~ ~ N P7 ~t ~ co I Z 0 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of enerated Burin the installation of this ro'ect, 6 AE11aYf ~ sAaas, AOP6, w~ a/aA sAaACS usm ro uR T~ Aoara~u. a AEIIVIE NL 6UtlliP rWoe wr~'Atal TFE TAP ~ TIA: Aoof flNL a~ d sawdust leaf mold and to soil. It shall rovide a ood liable 'and thorou hl mixed 9 9 P J °o native peat, well-decompose p P 9 P 9 Y 0. TAP aP AAaf wss To eE SET IEiEL MIAI ANSN SI~OUIUMG FlN6H A1~OE ~ LL W , - - ~ Z U} medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, 22. All areas disturbed within right of way shall be sodded. PLANT LIST w such as roots, stones, weeds, etc. a 2 UP Ulmus Parvifolia, Chinese Ekm. 211 hinese Ekm. 2112" Cal (10' ht,) HElcrlr o ,E, 6. All planting areas shall receive a 3" layer of pine bark, which is to be watered-in after installation, 14 QV Quercus Virginians, Live Oak, 211 Live Oak, 2112" Cal. (10' ht.) J ~ 4 LI Lagerstroemia Indica, Crepe Myrtle us r. In the event of a discre anc IRRIGATION NOTES , I 7. The plant material schedule is presented for the convenience of the Landscape Contracto p y q ~f ca, Crepe Myrtle, 8' HT. Multi-Trunk r, ''~1~~~~,~~~11~17 ' a, 6"i t 0 Pff EWa( A~011 TRUIK ~ between the Ian and the )ant ke .the Ian shall revail. 115 RI Raphiolepls Indica, India Hawthorn o P P y' P P 1. A low volume irri ation s stem, that rovides 100% covers a to all ro osed ,India Hawthorn, 3 GAL., (30" O.C.) pxE ~ a ~ ~`e~. ~ ~ o I g y p 9 p P 80 PTV Pittosporum Tobira, "Nang",Vangal i, "Vari ",Vari ated Pittos orum 3 Gal 124" ht., 30" O.C. ~ ~ ~ao-u A~ d~ o 9 9 P , , ( ) nuFO µA Loos>rEO + ~ N cNV 8. Plants shall meet size container and s acin s ecifications. An material not meeting specifications shall be removed lantin s, will be designed and installed by the Contractor. 437 VO Viburnum Suspensum, Sandankwa ~ ~ P 9 P Y P 9 ~ and replaced at the contractors expense. .um, Sandankwa Viburnum, 3 Gal., 24 ht., (3 O.C.) z~, sr~ _ . %Y1f4 cross It]BEA A7tR~R TABfiS . ZA~S`~ ~ 0 2. The proposed Irrigation System must meet or exceed all applicable City code ~x IS sPEaFm. PIACE ; ~ rJ'~ ~1, i \ UIiUIMLY NipINU Y~ ~fu~ 1,~w! _r - M10T WlSS ~INEFN ~ 9. .The Landscape Contractor shall be responsible for examining fully both the site and the bid documents, Discrepancies requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc.,,) i 4 11001E MO BA1f0Y !N~ n l~f ~p u OF AAOf INSS ? 1 9 bYVO . auj;~ in the documents or the actual site conditions shall be reported to the Landscape Architect i n m must be ins ected and acce ted b Landsca e Architect N in writing at the time of bidding or discovery. No account shall be made ofter contract completion for failure to report 3. Irrigato syste p p y p z Yk11(4 CAD6S ~ 1B uIN. ( ~ ROOTBALL t`~~ ~ IINdSNII~ SAL ~1 /AI~ncW,;,y$J~+.~~~ c such condition, or for errors on the part of the Landscape Contractor at the time of bidding. -prior to installation of mulch. Irrigation must meet city code section 3-1203.C TREE REMOVAL L .y * ',da ' 2-7x4'Sala:W/ `p~~ 'fV~11c-~w 111ED AIO IDOSEIm _ IaNA TMER W. 18' ' ~ ' , r'? ~ ~ ) z j to provide 100% coverage, and include a rain sensor and timer. --=~~TNE 9AL B~pa11 - . ' - ' It _ INTO al05AAa3ED a~ ~ o s'ble for securin all necessa a licable ermits and licenses to erform AMOUNT TREE SIZE TYP c 10. The Landscape Contractor shall be resp n i g ry Pp P P 4. Irri ation as-built drawin s, which accurate) and clear) identify all modifications # ~ the work set forth in this Ian set and the s ecifications. g g Y Y SIZE TYPE GRADE ~ SAL 'ra,,. ~ r'~k•G~' m ~ 1-25tiRY~Y1SCRErS ~ ~4 ~ PROJECT#: 522-06 P P &/or substitutions; must be submitted prior to final inspection and acceptance. 1 45 26 OAk 6" OAK 2.5 ~ w' e t e Landsca e Architect " ~ 11. Plant material shall be bid as specified unless unavailable, at hich tim h p 5. The Landscape Contractor must coordinate the placement and power supply for the 1 57 18 OAK 8" OAK 2.O ORGINALDATE: 08.30.06 will be notified by in writing of intended chances. ,,,,.,+.,,i +;..,er ,.,;+i, +i,o r_o„or„i (~nnFrnn~nr , ~~1~ n" n n v z n CHFCKF~ AW KE7_ 0 _ niiyv uvn uvnuv, X111-1 -1L11 uic vvuvi ui vvnu uuw,• -I. JJ IY VI1n a- Y VI1f~ 1.V . 12. An and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect 6. The following irrigation system components will be utilized, per each manufacturers' i Y P P 1 58 10"/15" OAK M_ at (727) 793-9888 specifications. 0"/15" OAK 3.0 TREE PLANTING DETAIL BRAWN BY: HAZ g•• 1 56 140' OAK 4" OAK 1.5 N.T.S. - "E .13. There shall be no additions, deletions or substitutions without the written a roval of the owner. _ " o PP Taro Netafim TechLme Self Cleaning, Pressure_ Compensating Emitter Line 1 03 14 OAK 4" OAK 2.5 SHEET NO. Ez HARDIE - Raindial 6 Station Outdoor Control Timer 1 02 9" OAK O c, 14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final „ i" OAK 1.5 ~ OF Z ` acceptance by the owner. Richdale - 214APR 1 Electric Valve F Amtec - 10" Round Valve Box. 7 TOTAL TREES REMOVED V NED ~o "INVESTIGATE BEFORE YOU EXCAVATE" F D CALL SUNSHINE 1-800-432-4770 FL, STATUTE 553.851 (1979) REQUIRES A MIN, OF 2 DAYS AND MAX, OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. ¦ VICINITY MAP INDEX :COVER SHEET ~ XOLIA ~ ~ I ~ WK,d ~ 6~09EN HWLRN Y ;DEMOLITION PLAN 2 iNYNNPE IIBEHff WN6AU T.YId 6NF F6AVMIIN AVEIIE -SITE PLAN 3' tdx NMNW PNNMA opc g b' E6v. w,wx IOIV 0 GRADING, DRAINAGE, & UTILITY PLAN 4 voweA w¢ CIIW9 6EMN LANDSCAPE PLAN 5 OWWd ~ - - PA69 061PA PINEIIA9 UTILITY DETAILS 6 3 ~NOWN ti PROJECT ~ VICINITY ~6 N ~ ~yyyp~ GID:E'GIOAEE ~ _ SURVEY Q ~y~~ oewro mmW duam~6 m,~us lFE NWQiY PILNAHd - N.T.S. d~W>, NdADE GNE i.~i F~ ~i r,f ~ , NOTE - l ` 'CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST (EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, 'ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF ~ ^ I. 'CLEARWATER CONSTRUCTION. STANDARDS, ~ S' J 1 ~ LEGAL DESCRLPTION ~ry ~ L OCATION MAP , I E , TES I N C LOT 2, LESS THE WEST 450.75 FEET THEREOF OF CLEARWATER INDUSTRIAL PARK REPEAT, ~ ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 71, PAGE 91, OF THE , PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF t Its ~ ~ ~ F N ~ ;_iI - ~RE ~ PLANNING suNNYDALE BLVD. AS VACATED 'BY ORDINANCE N0, 2175, RECORDED IN OFFICIAL RECORDS BOOK 5089, E »s" - r. i x - u RBOR, FL 34695 PAGE s2, LYING SOUTH OF THE EASTERLY EXTENSION of THE NORTH BOUNDARY OF LOT 2 AND WESTOF THE NORTHERLY EXTENSION OF THE EAST BOUNDARY OF LOT 2, ~ ~ ~I NON"IIP ~~G 1.~ I ~ Et t~~~`,,~tk^r6 r„~ O - I t ~ N ~ if i ,l ~r -<< ~ ~ l~ 1 n i hrt'°q17 • ~ Z C,`F~~ i i° EB 9351 LC 2600212 ' i~ h r,.. sw ~ t ~ ,a, a°tr~si F~;oii II: - t~ ~ ,iv.i~~ . iw,~~ ' r ~ ~ ~.ghr~4w~~d a,r IY' ~°r ,td ; ~ - u ~ G' ~~C.h~ i.u Jf , i, if - i. Q1 1 i i ~eg~s>l as ~ a a eeaaa r. i. 'ri' - f0 i , f ~ 6s0606~~~~~d8~ O ~ N F y' y ~ ~ T s i.+.,,. i 7~ r ~ c, • ~ .~i~~ ' P O ~ I f.,i~i..y 9 ' „ r ORIGINAL , . , , ~ ~ , ~ i I: ~ ~ ~ ~ ~s z7 ~ ~ Agency App. I Permit Nc. Date Issued 1 Date F~rpires RECEIVED " ~,,;`,r~ sires ~ • r~ w~ c ~ , c. 0 u NOV 2 2 206 r , @~ 2 ~aa PLANNING DEPARTMENT ~ ~ ~ ~ 3 ~ } ~ 4 N C 0 CITY OF CLEARWATER ohs e U 0 ,C 0 COVER SHEET '0 0 u 0 N 0 N a KZA Pro} NO: 522-05 ~j Owner Proj No.: Q Z ti E 0 Seale N.T.S. Q Z Sheet No, O rn c Q 0 o 4?N~.1fa~i111011~® - ISSUED FOR PERMITTING ONLY 1 of 5 0 a fA` CIVIL ENGINEERING i LANDSCAPE ARCHITECTURE I i PLANNING I . I i I i , . ~ I I = I l I ` L o ~ I OVE OR RELOCATE z CONTRACTOR SHALL REM KEITH ZAYAC & ~ oQ ~ ~ ALL OOH UTI TY LINES AND POLES AS • F ~ sri o°,~,a; ~'iS NECESSARY Oi~ACILITATE CONSTRUCTION (TYP°) sx !~o ;~~s !~o ~ao~s ASS 0 C I A T E S, ps INC. I aWra I X x rs ar+v+ OVERHEAD LINE x M v x .f I~ a a as, 0 BE REMOVED rc z u, ro ~ ° s~°s °S " a, a ~ o ° 'Sx 5~,, S rs W m •t Z d d Oi ~ x `~S g~, s, N U I c s. ~`,r F 6 ~ a I m u sv,°a ~ r' ~ xs's xs~ isv~ i "0 r °n . ~ szs r s~S 007225 E(P) X86.7 (P) rP~ 11~~~ Z =s, ~sl~ (727) 793-9888 (n ~ ? ~ a ~ sss~~, ~ U ,~14 sj ~;s s rs . _ s , , so, v as . In Sr. s°~ ~ so~'0071'f3" E(F) x; \ _ 8T(F) _ x , i r 9° c`s Cj I e`n aS', 0~. 9 , d' .N _ 1 - x -T-Y~ a. 27~68(F) n x 7i~x li 'r~ rl ~ ~ r ~ I 9~. n ~i ,~w~l--mw ' r ; rs s . ~ u - u -fix x - xr~ ` -ti ~ , ~ 3~N3! ~h41 NIpH~ ,s e °s ~ - x _ x ~ s s s~ as ~ 701 ENTERPRISE ROAD E, STE 404 I ~ O S 6 nF'. ~ 4 ~ s °S V~0 _.--oN~w--'C {w-'-~--' Jn ~ ~ ( ~ e I-~r c r.dn~ a s s. y i ~ I1 es ~y_: I I. y ~ \_i I IO , 9 9~ 0 , a i ~ ~ ~ x I ) Btt 1\ i 1 pL. 69. ) C. S H S ' rs ~s~,asfsos os W w SAFETY HARBOR, FL 34695 r~ G5 Bx G6?~ a-% ~ :.-gym vw--"- • p 0 <E, xX X Ca IS % ~ ax ~I 1~ i ~ y ~ .9`- ` x s'. ~ ~ K~ s. s a~ sx an t x ~~§L~M~EI~` - - , s, ss s~ x s --------sue' s v - rs °s w API x H''x7 1 I 0 sx --a ------~s ~--------tea-ro s 2~ 11 1 b Sips ~ 4 psp. ~3d~a .~~~x~~61 r ~r o 9- er,rp rs rs vjS I y~ 'v, es o rg rs )1NV8 ~0 d01 ` ~ 14,1, ~~F~os sx WWW.KEITHZAYAC.COM I / r sa k~~r. S l / ~ ~ W ~ EB 9351 - LC 2800212 a r x T ; EXISTING TR ~ f F' o t ~ 'I BE f~EMOVED ea Fa Asa / s~ 7 X d~-~ / `s r a. s ~ ~ ~ 1 .s 111' sF 1` p s.o dl !s ~ I ~ sa `i a 9s sir Sis rs ~ ~r OS~ ~ p~S !SY !S .v 2p~ ~S~ .g. °s x x EXIS ING CON ~~TE s ~ of sr, s AND P VEMENT BE cs ao. ~ °`o °s x x U x SAWCUT & RE D ax sa °s „ s x°, x ~z. ,r""- s~ 9 n x ~ x g. S'°,Or Qss°rS S ~ °S ° rr I n On ' r• s :I m ~'s, S S°s ev ~s qr9 3 V ' < ~ SnrS rrs is CS r , ~ ~ ~ x ,~p~ s °o s. . 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J [ a ~J ~ 2 ~'~JViS+Nb~o dodif~.s c Os, his srSao, 2~ m r y' ~ d ~ ~ ~n ~ f I x Q~ Xrg s rs _ ~ W ` ` 7NM DNINIVI3 I s9 X / t a m " ~ ~ I is ea ~ / s ` ~ S t do ~ `~2 . ~ rc g U 0 ~ ,u(~ e EXISTING TREE TO REMAIN rn ~ ; r--'---- f ~ d g'J / p ~ , } Q N ro I Os~, I I r ,9.~I Z % c,s s~• vs ~ r rs i S sa s . , , ` ~ n I. y _ _ ~js W W L~ O r 1 z PAVEMENT TO BE REMOVED ~ V J S S 9. S' X r S 0 . u+ 9~s c, nS I f C x ~ ao a °~r n - ~ - PROPERTY BOUNDARY Q ~ TREE BARRICADE ' ' ` Pa ~ 9s ~ op, ss• rx. S r. 0 ~i~.. ~w6~ 9 -ua a. ,0'996 r r ~ si, vg ry, Q 0P g .U. w ~ ~ TREE BARRICADE ~ ~ LOCATION TYP, s °zs r r ~ ° ,4 I \ '~',\ti >•~t~:, \ ~ _ _ OS 9 r y, r ,~0 \ 0~.OS x ~ ~ v . ~ EXISTING CURBING TO BR REMOVED d, ~ ~ o ~ U x 0. 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Q j d'• X ~ , r oc, "x 1 ~ a N d s r , ~ ~ ~ w ~ 4s I may. / X ~ sx ;asp f- ~ ~ ~ 1~: Q cd ` s ' .I:~ ® ~ I ._5% Vic, x L ~ z ~ ' _ cv ` ~ ~ 1 w a W :2'v " Z J t s, ~ V U ~ Z I _ L = FOR ADDITIONAL STRENGTH ~ ~ , f FILTER FABRIC MATERIAL CAN ~ ~ x o l ~ f BE ATTACHED TO A 6-INCH (MAX) a a ~n N MESH WIRE SCREEN WHICH HAS I~ BACKFILLED TRENCH BEEN FASTENED TO THE POSTS m 1 I Z W O ~ FLTER FABRIC U F- MATERIAL sECURELY ATTACHING TWO SILT FENCES ~ FASTENED TO THE. ~ POSTS OR IF USED U U E 0 ro THE WIRE MESH ~ w r~ W ~ a 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPROXIMATELY 8 j INCHES OF FILTER PLACE THE END W I 0 DEMOLITION. ENVIRONMENTAL TESTING REQUIRED PRIOR T FABRIC MATERIAL POST OF THE ~ 0 0 MUST EXTEND INTO SECOND FENCE A TRENCH AND BE INSIDE THE END " 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND ANCHORED WITH POST OF THE o ~ COMPACTED FIRST FENCE cv Q BACKFlLL MATERIAL ~ p 0 a TO STARTING SITE WORK. UTILITIES PRIOR ROTATE BOTH 0 . Z 3. CONTRACTOR TO RELOCATE EXISTING UTILITIES AS NEEDED. WOOD OR POSTS AT LEAST ~ 0 STEEL POST 180 DEGREES IN Z RUNOFF _ A CLOCKWISE ~ LLI ~ - - Q Z fA DIREC110N TO -t------- CREATE A TIGHT SEAL WITH THE ,se~aiap m ~~\~.i\\ FABRIC MATERIAL a?1a~4y q"i ~~P~~es ~ \\/f\ ~ / DIRECTION OF RUNOFF WATERS R y e ~ ~D ~ ~~rll ' O FREE REM®VA~ 0 0 10 INCHES a o ~ ~ z " S ZE TYPE GRADE AMOUNT TREE # I (MIN) A*, ~ j 1 DRIVE BOTH p ~ N ~1 ~ ~ ~ APPROXIMATE ~ I ~ POSTS ABOUT 10 ~ ~ ~ ~ ~ z o i \ ~ 4-INCH BY - INCHES INTO THE ' 'a c`' ~ o m ~ 4-INCH TRENCH ~ GROUND AND ~ ~ ° ~ ~ ~ p • w w ~ 1 45 26 OAK 2.5 ~ 2.0 BURY FLAP x°~ ~ ~Z`~•; t"% ' ~o " 1 57 18 OAK N " OAK 3.0 ° ~ p + 'fit ~fiti r z ~ 1 55 14 f~.. •.sa°idr`I` ~UN1 0 1 58 10" 15" OAK 3,0 U v 1 56 14 OAK 1.5 2 CITY OF CLEARWATER, FLORIDA ` "c~a a' p a ° ~ a J 0 m~ 1 03 14" OAK 2.5 PUBLIC WENGINEERMN6STRATION ~ 1 02 9" OAK 1,5 i 0 D~ 2 PROJECT -06 AZECEIVED DRBw r INSTALLING A FILTER 0 7 TOTAL TREES REMOVED cNEacm er FABRIC 51LT FENCE INDEX ND. ORGINAL DATE: 08.30.06 ,l}1;i B.G. I REV, DATE DESWIP71ON APP. DESIGNED BY 1 OF CHECKED BY. KEZ 0 0 DRAWN BY: HAZ PLANNI ON 00 N SHEET NO. m~ YE ISSUED FOR PERMITTING ONLY 2 OF 6 vZ ISSUE DATE: 11.21.06 0 0+ i zc vo N6 DO I CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 0 OSED DUMPSTER I PR P SIGN :LOCATION LOCATION I (REM VE EXISTING SIGN P 6' HIGH OPAQUE I AT SA~1E LOCATION) FENCE - , I PROPOS D 5 CONCRETE I I, 6" CONCRETE SIDEWALK - COMPACTOR PAD I li EXISTING DRAINAGE ly ~ DITCH I F 1- -i?-'1 STOP 51GN 9 : G`~PAVEMENT EXI Tlt^1 c., r,. r s ( ~)'I 24" STOP BAR TO i'~~ =1411~LED & I x ,:,(4 .'r. , 's, (1) R-1 STOP SIGN s: RESU~F~~ED ~ i;, (1) 24" STOP BAR r: > r 0'''R PS ~J ~ t7 . N P ~`y PE .F . OT .I D .304 ~ I < . ~ 3'' i. '`I / \ ~o,' r G / \ t ~ r t `I_~ "fs 's I .,o I / ~ ~ ,500°1225'E ~ ~ J KEITH ZAYAC & l ~ - I ~ , r, ~ S ~ `.i' \ a"' i li 7 / / 1 \ \ \ / \ o ,s ~i t h` ~ / \ ,41: d.. 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' ~ ~ u^i' - v -R'I M~~/~~' ~ ~ M FINIS R , A . ~ ~ ~ ~ti p ~ -s EXISTING FIRE ~ -hla°~-"--~~-~--K~ s HYDRANT (T~,) TYPICAL -r:: I• ~ J , ~ ~ E U. = 51 83 ' ~ ` rl yu ^ .w" EXISTING COMPACTOR ~ /y~ ' ~ ~F ~I ~ ~ 11. « ~I ~ LOCA110N ~s~~' PROJECT BOUNDARY ~ ~ I~ ~ ~ ~ -ti ~ : ;0 e~ ~ 0 + ~ ~f ii I 'ti, r P• C, + EXISTING TREE TO BE REMAIN ® ~ / i ,1 ~s,. ~ WHITE TRAFFIC V 1 ~r, o. ~ ~ ~ „ ' I't;~ ;d sr, PAINT DIRECTIONAL s''~ Z ~ 1 I I x ~ ~ 6 ~ ~I, ~ . b ~ ~a N .~t., ~ ~ 1 / , ~ ARROW (TYP,) I ';,~"~~,~~:.~s`1,~ PROPOSED CONCRETE PAVEMENT/ SIDEWALK A,l, \t `1~ ~ ^v (TYP, <t-. f WWII c> G T CURB PE ' ~ I r- s' ~ V f ~ r ` STR e, i ~ ~.o , ~ EXISTING PAVEMENT TO BE RESURFACED ~i 01 TYP. 59.33' ~ 1~ 4y i c°r's, p ~ ' r~ ~w CITY I E #1 ( . _ 155,0 _ K~ ''S'-, , r~~ ,Q ~ ~ It~~i l~ _ ~ v 9 ' k= 3 .49,00 :c, - 160.0' `a' r. l ~ ~ ~ i~~l , I'; ~ 48,50 s ~ + ' _ , n, LLI A Jr1i,V ~ ' ~ p ~.J.`d„rt 46 5DI iL r,.N' qj ; I m ~ a ~ ~ ~ Q~ II 49 00- G ~ , ( -;f"'~¢I - ti `aG ' 4, (~iV( 'rf'` C. a'~ `S' ",~.ct tt° .I ^a, . 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ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. S,, , - THIS SITE APPEARS TO BE IN FLOOD ZONE "X" ,ACCORDING TO THE 701 ENTERPRISE ROAD EAST, SUITE 404 ,n a d ~ Y , SAFETY HARBOR FL 34695 FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 1210300126 G, ' MAP REVISED DATE SEP. 3, 2003. PROVIDED BY THE FEDERAL (727) 793-9888 Bus L n„ A, 7r ~ e~ee~eae G ~t, .n. ~?tc.' 4A.00 r, i ~ ~ ~ N 5 ` ~ ~ 48.50 m' W 727 793-9855 Fax EMERGENCY MANAGEMENT AGENCY. ( ) , 4A.00 W 2 SITE ADDRESS #1: 2145 SUNNYDALE BLVD. 12. THE PROJECT SIGNAGE WILL MEET THE CITY OF CLEARWATER CODE. TURN TEMPLATE .FOR TRUCK ~ o0 0 ~ CLEARWATER, FL 33765 UV ~ a o RC L D: d. PA E I 01 /29/15/16489/000/0022 13. THERE ARE EASEMENTS IDENTIFIED BY THE SURVEY. ~ U U ZONING: "IRT" (INDUSTRIAL, RESERCH AND TECHNOLOGY) i' V ~ ~ 0' W W I wa o ''~W> .`rA'i as FUTURE LAND USE: S 14. THERE ARE NO ENVIROMENTALLY UNIQUE AREAS ON SITE. S.P ~y I M +k / W N s 800'1T1SEQA) n'r OOU,T02SA~r~J ~G:'}27$88'~f R,. F~,~", II.n h.,F/`.-X- -ter -~•,y- ..a..~ ~.,>;-f, _'~d08'tl'EO'7 ; ~TY/P) L~Y ~,!r~ a 3. PRESENT USE INDUSTRIAL 15. DUMPSTER SERVICE SHALL BE ARRANGED WITH SOLID WASTE DEPARTMENT PRIOR TO THE xn ,~A^~~ sib ~ Ae~P:p d i is ~ 5~ "''ha 'ion" Dun ~ ~ ~4r1 f o{iari L'~..x'~a DTs, ~ v:._. O o ISSUANCE OF AN OCCUPATIONAL LICENSE OR CERTIFICATE OF OCCUPANCY. ~ ' So, Q ~ 9r ~ s ~ N ~ ~ Z 4. DEVELOPED USE INDUSTRIAL MANUFACTURING ( ) PLEASE CONTACT TOM GLENN AT 727.562.4930 'ir~7£;in"r x t'~i C 7 A~tw~~~ i, r ~ a ' 5. TOTAL SITE AREA 112,699.50 SF (2.58 ACRE) 16, SITE DATA TABLE, - , 3 REQUIRED PROPOSED EXISTING: PROPOSED: REQUIRED: 0 6. SETBACKS: 20.00 FRONT 59,33 MIN. (TO BUILDING) o A, TOTAL SITE AREA 112,699,50 SF (2,58 ACRE) 112,699.50 SF (2.58 ACRE) - ~ n. c~~':<P',~ e e oo ~ g{{{{l961gpQrQ o N 15.00 FRONT 15.00 MIN. (TO PAVEMENT ~ ~ o ~ ~ K ~ v V xlf p ' B, TOTAL OPEN SPACE 47,651.25 SF 1.09 AC 38,298.12 SF 0,88 AC 5,635 SF 0,05 ISR MIN. 15.00 SIDE 25.8 MIN. WEST TO BUILDING ( ) ( ) ( ) I ( ) ~ 15.00' SIDE 17.7' MIN. EAST TO PAVEMENT C. BUILDING FOOTPRINT 21,730 SF 61,870,67 SF - I ( ) N 20.00' REAR 20.4' MIN. SOUTH TO BUILDING D. SIDEWALK DECK PAVED AREA: 43 318.25 SF 0.99 AC 12 530.71 SF 0.28 AC - ~ ~ ~ m - . i 1-STO MASO Y ; ~~Ma ~ gg y ~ `a.,. ~ - !.x~ FINIS R ' o E, TOTAL IMPERVIOUS AREA: 65,048.25 SF (0.57 ISR, 57%) 74,401.38 SF (0.66 ISR, 66%) 95,794.58 SF (0.85 ISR MAX.) 7. ALLOWABLE MAX HEIGHT 50 -00 FT E V.=51.83 ~ ~ / ~ ~ "`a ~ y © ' ~ o 2 F. PARKING SPACES 43 SPACES 158 SPACES (GARAGE) MANUFACTURING = (1,5 SPACES/1000 S,F.) _ (1,5 X (21,130 S,F./100 21,130 S.F./1000 S.F.)) = 33 SPACES ~ ,r o e y, , ~~°ti~ m, Z F~ PROPOSED BLDG, HEIGHT 50 -00 FROM GRADE o ~ 10 SPACES (SURFACE) OFFICES _ (3 SPACES/1000 S,F,) _ (3 X (23,000 S,F./1000)) = 69 1000 = 69 ~ 4 -r ~ , ~ ~ A:, 6,~ , ~,N ~ EXISTING BLDG, HEIGHT 23 -00 FROM GRADE }h p~y~: r, ~ 7 `_.;~ryw ORIGIN. o TOTAL REQUIRED = 102 SPACES 'a S. SOLID WASTE COMPACTOR WILL BE LOCATED IN PARKING LOT. ~ G. VEHICULAR AREA 39,570.29 SF .12,130,34 SF - lJI ///Iff PROJECT#: 522-0B 'O n I I/',I ITIAIn IAII TI IIAI I"1 f'1 !l Ir/'1T I'1 l111A1 f1 A1'11f n IA/ll I P1r ATTA nI II"n Tn ~ . 1. „ / ,i.., ,i ...~.1 . r a. p, }.~':4I3. I _ ~`~~J r~~ ' .4Y~JU~ tl r"r~r, i.~., n.~r- nn nn nn C. y. LIUnIINU VV IMIN r-MUJCI,I C3UUIVUHnIt3 WILL CSC. HI IHUhtU IU H INILNIUK LANUSt;AF'L AKLA N/A N/A (IU7. VLHIUULAK ANNA) I,'L1334 5r .50.00 BUILDING AND WILL BE SUBMITTED AS PART OF FINAL BUILDING PLANS. o I. FLOOR AREA 21,730 S.F (0.19 FAR) 21,730 S.F. MANUFACTURING 73,254.67 S.F (0.65 FAR) o e a e~ urtuinnL unir_: uoowao 4e;no ~y a a b CHECKED 8Y' KEZ ;t MENi Ha Ll ptmq ~e,eo R + 2,1 DRAWN BY: HAZ TGR MANUFACTURING 22,814 S.F OFFICE 10. EXISTING BUILDING FOOTPRINT AREAS = 21,730 S.F. = 0.11 ACRE. ov 44,544 S.F. 0.40 FAR YE TURN TEMPLATE FOR TRUCK (LOADING RAMP) SHEET NO. 0 vz o~ 11. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB 17. PARKING GARAGE MUST MAINTAIN 14' CLEARANCE TO LOWEST BEAM, PLUMBING ETC. Z SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS ISSUED FOR PERMITTING ONLY 3 OF 6 vo NL ISSUE DATE: 11.21.06 i CIVIL ENGINEERING ~ LANDSCAPE ARCHITECTURE PLANNING ENDWALL 6 INLET D-1 INLET D-2 ' PER FDOT INDEX 250 RIM EL = 5D,10 I RIM EL = 50.00 INV. = 47.00 INV. = 48,20 INV. = 48.15 I L LLL r^I CONSTRUCT DOGHOUSE MANHOLE ~ f4 ~ " OVER EXISTING SANITARY ~ Ji , ~ ~i' SERVICE EXISTING INVERT. tJ - - ill in U•, ~`ry.. /l-r ` { G`~ (rj {L~~f'. 'il- vX "ifl t U ~IS K ' ~ ~ ~ ~,g r, 'r'' ~ ~ ,,5 ~I m - l I u, 5 D.O. ~;t, ~ .o Ik ? ~ ~ I EXISTING DRAINAGE ~ ! . _ r-_ ~ PATTERN,^(TYP,) ~ ~ I a_~ •,I ~~_C~ i+- \ ~ - , ~ ~ ~ s ;4.. _ ~ / / ~ ,.,lr~: s. ~ / ~ ~ ~c,. S 00°1225 E(P} / 3,86761P} ~ , r-~ pp~~ , • , - : ; tiL CI-GC. r .~-1i~ t., L/~{IO~} ~ / ~?7. C ~!S 11; t S 47• `ifs / ` 5' i~ S r / \ s.Y , ~$007113`E(F} ~B68T(F) _.L'_~i"`, r KEITH ZAYAC & - ~,a 1 _U'~Cug 1 ;{fa' NIY. H~!~ ~~0. _ ~i~~' a ~ti ~ - n ~ ~ ~ n .rr:. r _ .__..'111F-.f. ...~.....~a~sr.~Er+~®• 's+~~«. • ~ +~a..~~ . . alr'f i ~ ® ~ ~ ~l I ~ f F ~.1 ~ ~ ` tF ~ sk ~ .F~s ' i6 U r ~ .a, ~ .S'.., I t'Ich ` ~ I *a,. . r i _ ® ~ 1=a ~ A.J TOP OFB NK ~n ,~.u~~ - n~;, ~ o ti~.l A~ 1`1~ .I T o'iTC+iN / _ ~ ~ l l 3waS~o~ 1~ '1,~ - - ~ ASSOCIATES, , , y ~y. s, ' s,,' ~ • 4, 'y I N C i, " `e. . i / 50.00-- 1 X50.00 x s r. .A~„t}6'`I` a ~ ' ' , , ~ •9 n. I ,.t, n " • ~~i..' _ ~s I r.• 48.50 ` • I ti a , , , , • G" ~rW~ °~;t•t°a,> ~ (727) .793-9888 ~ ~ s ~ to , ~ ~ STORMWATER` RETENTION AREA 0,30 ,50,20 ~ ' 6" SAN `PLUG !an -215' L.F. 6" SAN.' "x T.O.B. = 50.00 N AREA ~ `s F, n, ? b= yStY.=s j < 701 ENTERPRISE ROAD E, STE 404 t ~ 50.10 - - PVC CcD 1:00% MINI 80' 12"x18" RCP 0~ BOaTTOM= 48.50 I 5c s r ~ ~ ;J ~ ~ SAFETY HARBOR, FL 34695 H P. ~ fir' rn c ,f,. X ~ ~ 't 8" EXISTIN y, ~ ( 50.00 << 0~ 0 / ~I ~ c. cs. cr~ ai ~ • Dr 0 O t ~ 1r f5 x ~ r 1 SANITARY c~, ~y• N9 00 SEWER ' ° ~r - s> ' `1' ' v GRAPHIC SCALE WWW.KEITHZAYAC.COM SERVICE , / ~r,. ~ 0.00 50.30 ~ !~•r~. , ~ ~ STOP / ~ 0 15 30 BO '.r I _ EB 9351 - LC 2600212 t~ , W ~i ~i % ~ ~ ~ 5; ~ ~ o 2 ,.d e N - (IN FEET ) u~ ~:,t ~ 50.20., r f ~ ~ 3 o ,.F,. S I. I ~ ,t / ~e k~'an -j ii 1111th 30 ft. IR HYDRANT ~ y A ~MBLY TYP P ~ - 1 l [ A~ ' s, - ~ LEGEND ~ Z N~ ;N .p v r. EXIS WATER ~ ~ `°~4`r~ ~,Ta'r~ a~i~is'uaM ~ r,~ c,i 50. ~ `V "0'x,00 / ~ _ j o MAI TO BE r„ ~ .1 ;i.~'~ sa. ~ rr;: .w /ha'h / ~ v~" EXISTING UTILITY/POWER POLE ~ ~ FIE VERIFIED s J!'i ~ a ~ c., `'rz. / `'c + ',5`, • a m 'I z: 1- STO Y MASO Y , z ~ / a ---a~7_ EXISTING WATER MAIN ~I ' ~ FINIS R _ s:. • ~ ~ 'r~ if ~ I~, I,: `5 I ~ I ;r, (7 ~ ? "~-`---^~k,----_ ~ EXISTING FIRE ~ ~ ~4 ,~~~____"„>.----,»,v--.-~' HYDRANT ( ~ ~ = 5 .83 I rf , , - EXISTING SANITARY MAIN I ~ ~F ~ F 50.20 ! r ~c, ~ a EXISTIN r, . ¶.u, ;^a;,~~~_~~r a: ao 1 ~ 1~;~`ii EXISTING SANITARY MANHOLE ~ Q r. l W l I... r- WATER,;; w ~ ' x 1 x J a ~ ~ p ~ . n SERVICE-~ ~ - iv „ h o ,/(1 ~ ,:c,, Q ~ ~ ~ i i ~ s~ 's « 0' p ~ ~ a x i s s ~ p, 0 ~ `3 c :G I _ _ o,• p ~ fd F~- EXISTING FIRE LINE ~ ~ ~ ~ 1 a ~s, ~ R V I .r,. 1 _ D.. Z . 4. t~ u ss PROPOSED SANITARY LINE ® ~ _ _ _ _ _ - PROPOSED STORM SEWER ~ f ~ ",V. I V ~ 1 IF N \ - '1 i t ' )I ~ 6' :.4. ~ u: i ~ PROPOSED C/0 f,, 9 1Ci <; o-,' 51.10 s, 51,1D «<<J ~ ~ + y i „ ~ ~ ~ 0,0 0.0 s n ~ ~ : [I a ~ I Y , . . S ~ ~ , F-I a-.., tip: zafi a - 'fi'r-,~~, o~ `u~' s}' I I. ti v t s p ~ 0 _ ,:..49.00 •rs a;, i ~ + gyp, 1 s _.is .-.n n ,r:n - ~ - .n; ~ ~ -i :r, I " ` J,~ ~ 48.50 ww s 'y., I,' y~ X15TING , « a I ~ ~ r' t~ ,1 ~f 6JW ~ J - x t . •~t-. DC LOCATION ?.a. ~z 19; * 4~ r ~ ~ _ I ! D.D. c. - c „ ^ , PARKING GARAGE ~ ~ - I , 48.50 -1 n. I r.a ~ s s ' I`' ~ `a:~~ 44 49.00 'oi~t: ,c'u: ,°~~1, r ~~m cr"' o . ~`:c ~ a XI TINE ~ ,50.00 ~;':i - ~ •`s 1 _ IRE HYDRANT >I ; s., t~ w ,..~,.•s.~.~ ° .,';-yl--+~ r:.r<d `~7i r ~ay~e3~..~r. •-~Ic$'~•-~..'.~.~~»a.ra..~:...rrror..~.er+r.F.~ ~ G ".p I Y n I ~ , , r E.Q \ ~ ,P, ;.4 a I_ 7's. r~ ` `•L '~i2` r' 4 +,,;r ~w ~ N &1~ ~4YlFJ ~383'91(F) ~ : a ~ ~h 4rv +'r~ , ~ ~a I I r;''] a ' ~ I--I 100' L.F. 6" SIDEDRAIN ~•t, "r..,,,~ , ' , . e, . CONTROL STRUCTURE E-4 _ ?~4 RIP RAP SUMP S;°., `'Vi'a INLET C-~., ~R1M EL. = 49.80 `:"r STORM WA7~R POND PIPE INV. = 48.00 SUMP , RIM' EL. .00 TOB = 50,00>, ~ ) `s' ~ COLUMN ~ Q WEIR EL. = 48.00 INV:>:= 47. - i F+ BOTTOM = 48,50 ~ `j; 'I INV. - 47,00 ''4i , . fr. _ I INLET D-3 + ~ RIM EL = 50.00 -s _ INV. = 48,10 <x', SODDED STORMWATER POND ~ ~ w W ~r~_,-----a " a T.O.B. = 50.00 MIN. ~ ~ ~ ~ ~ e ~ ~ r'' r / ~1- r/~ / de• _ / / / / ~ v` w ~ PARKING GARAGE r. ~ BOTTOM EL. = 48.50 a • ~ ~ ~ a' ~ . P^1 `!y ~ ! r Q ADIN AND D AINAGE NOTES: PAVING GR G R ~ ` OR A 0 CTED REGARDING EXISTING UTILITIES IS ~ ~ ' 7. INF M TI N DEPT / 1• SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION ~ ~ , APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT CONTROL ALONG WITH GENERAL NOTES. ~ r OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY ~ a d rzn 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA, EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL NN o } ECT, AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES 3. SEE BOUNDARY 8c TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH AND/OR CONFLICTS. MARK (TBM) LOCATIONS, Y~ m 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED 8. UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED, SECTION A-A IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241• N.T.S. PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS, ~N ~ z 9• CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM .TAPPING 5. ACCORDING TO F•LR.M COMMUNITY PANEL # 1250960102E SLEEVE & VALVE TO THE LOCATION OF BACKFLOW PREVENTER zw 3'-4" N w ~ THE SITE IS LOCATED IN FLOOD ZONES "AE" ELEV 12 AND -FROM DEVICE TO BLDG. ~ ) 9 5/8" ~ 0 0 ~ ~v a 0 6. ALL DISTURBED AREAS WITH IN R-0-W SHALL BE SODDED. ~ N ~ Cleanout Plug ~ U U 10,INSTALL A KNOX KEY BOX FOR EMERGENCY ACCESS AS PER 7. BUILDING ROOF DRAINS SHALL BE CONNECTED AND DISCHARGED NFPA 1, SEC. 3-6 OR EQUILVALENT. CONTACT LIFE SAFETY MANAGEMENT " ~ U O M ~ ~ fA TO STORMWATER TREATMENT AREAS. I OFFICE AT CLEARWATER FIRE & RESCUE, 610 FRANKLIN STREET. THE LOCK ~ BOX MUST BE INSTALLED PRIOR TO BUILDING FINAL INSPECTION. ~ wa ~ o~ a o ' 0 a 11, THE BUILDING IS TO BE SPRINKLED AND MUST CONFORM TO NFPA-13. ¢ ~ m m Concrete Pad 4" 10 5 B EROSION CONTROL MEASURES NOTE: Thick x 1'-6" Sq. ~ g 7/8" ~ ~ " 1 THERE SHALL BE 7 1 2' FEET IN FRONT OF AND TO THE SIDES OF FIeERCUSS SKIMMER „ REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT / TOP EL• = 50.00 5-314 5-3 4• ~ BGTTGM EL = 46.80 ~ ~ ~ Eye Balte I TYPE E 6" or 8"- 1/8 Bend - ~ ° w Eye Balte Par N r F- z CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE THE FIRE HYDRANT, WITH 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT - r r FD°T Index FDOT Index 201 Straight Bars 2" x 3/16" ~ G N Q Reticuline Bars t-1/4" x 3/18" M r BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE ARE REQUIRED TO BE MAINTAINED AS PER NFPA-1 CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A,C• Grate Elev. 49.80 Bands 1-1/2" x 1/4" Plug M r r INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION r 5ie~ 2" 2" Approx. Weight 215 Lba (See Note) r N 0 Z 13. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, crate 373.129, F,A•C•, CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 THEY SHALL t2.5" wide 2.O1. 6" ~ >-cn-Ozcn PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS weir Elev.= 4s.oo CONSTITUTING A SEPARATE OFFENSE. 14• ANY VAULTS OR RAMPS OVER WHICH EMERGENCY VEHICLES MAY HAVE TO TRAVEL Sewer Main 13 1/2" ~ MUST N iv Nl ~141Fp6P;0~~ _ _ CLEANOUT PLUG DETAIL o UTILITY NOTES 15• A GATE TYPE LOCK BOX MUST BE PROVIDED FOR EMERGENCY ACCESS TO COMPLY ' T CLEANOUT DETAIL 4 fed " - z N.T.S. ©I'~; ° . Cv tR ~'G . ~~i w (vu(~~~~~ o WITH THE REQUIREMENTS OF PINELLAS COUNTY ORDINANCE 98-04. APPLICATIONS PIPE°MV,°.U47~ B" ~4Bare N 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FOR GATE TYPE LOCK BOX MAY BE OBTAINED FROM THE LIFE SAFETY MANAGEMENT m 12' Gtre. N.T.S. NOTE: Cleanout plug to be ` ~ ~ c ~ ~ m, n UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED OFFICE U.S. Foundry 7621 ~ ~ 0; w w' FROM THE CITY OF CLEARWATER UTILITY ATLAS. 16. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES, or equal. ~ rd ; . (.i ? m~, ~ "NO PARKING FIRE DEPARTMENT CONNECTION" AND SHALL BE MAINTAINED WITH CITY OF CLEAAWATER, FLORIDA dTY OF CLEARWATr7t, FLORIDA a •y/'°~ . C~~~I~r 1r ~ ~ u~ PUBIIC WORKS ADMINISTRATION ~ z 2, CONTRACTOR SHALL NOTIFY AND COORDINATE WATER ' A CLEARANCE OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF APPLIANCE ENOINEERINO ENGINEERING DEPARTMENT ~~`~'"I.~b o' , ~ ~ y y ~ STORM SEWER STANDARD ~ ~ o SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. CROSS-SECTION ~ ~ AS PER NFPC 2004 EDITION. ~ ~ ouTFw. coNTRDL a oo CLEAN our 'I ' ~t .,1w ~N • STRUCTURE • s Sanltar ~"~t2,;,.. - Q~ o FDOT TYPE E INLET (Modified) ~h oaaaPnu+ x+r. W UNDER DRAIN 1 ~ 1 stv, oen: orsarnoe Mr. ~J. 1 n<1 m? 3• CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER 17. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND, PROJECT#: 522-08 ~ SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. a nRrwai na~• na ~n ns 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. CHECKED BY: KEZ N' DRAWN BY: WlimmING' DEPARTMENT r - 5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. S4 O SHEET No. CITY OF Ch.EARWATER mZ o~ 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. ZC ISSUED FOR PERMITTING ONLY 4 OF 6 Do ISSUE DATE: 11.21.06 I CIVIL ENGINEERING LANDSCAPE ARCHITECTURE i PLANNING um-au m-o?~r i i GRAPHIC SCALE 30 0 15 30 80 80 1 I IN FEET I 1 inch = 30 ft. .'hl KEITH ZAYAC & I " j ASSOCIATES, f~ r - - ! EXISTING TREE TO I r I " ~r . W ~ ~ REMAIN (TYP.) ~ 1 ~~n ~ %n I N C . - 'o. ~ - c 1. i _ur dti LM VO r 4' s? ' 35 47 1 ~ ' , ~ ~a~a (727) 793-9888 r a , f_.., ~ i ,r ~ a i~ii,y_.~~' I [ ~ ~>~-~I~ T'~~rF ~ \:'~rt'~ ~ i ir'~~A/~ D, ~ ,50072'25' ~ ' ~ r ~ ~ c, ; ~ ~ 701 ENTERPRISE ROAD E, STE 404 _ f~ s- r ~ _ 676 P L ~ D' ~ > ~ ! ' M z ~ ~ ~ ~ 273,68) ~ ~ 1 'a o. / y-~! , , / - ~n _ , I , \ v . • - i _ . - ,1Y 4 rb>3~r R~, 'p I ~ k - ` ~ ~ xi « El ``~6 T(FI ~ x -4= ~ .,LL"~t, i,~a_j , y- a I ~ ~ ,i a SAFETY HARBOR FL 34695 / ~ / ~ 1._, x -G=fJ~r~ • a. x f`~ ~n;n-h-r''. x - z ,k k1 L` ~ y . 2'~~ ~ ~ ~ la~ `;T I ~~r . ~ d ~ 7Cl W C ' w;>` ~ r, I ',.'~'j< Q ~ s,,, 1 .n I lo. • • 1 r, I v r:, ~ ~.1: • ~ ~ 'tr,, L~.1 + , t , Jd r. ~ i I'r i TOP OFD NK y...,. r'.',,. 1'ro,. > 'r ` i \ ~ 'x i \ r;' DITCH.,' ~ \ ~ , r ~ ~ ;t l I Ci> 1N3W3S ,Di ?n. ~ ~ -e" _ 5 1 ~ c - ` W W ~ WWW.KEITHZAYAC.COM ~ ~ HEIGHr , ~ 1 ~ • J .J, ,,t ~ .f_ 50.00- / k ~ 'sl s ac l fJr ( a Irr>~otfea~tc ~ ! " ~ _ ` 50.00 t,4 C1a T ~ r ,I,~~..,.. ...,r: ~ ~ , , ~ - - . , . , ~ 48 50 . , 49.00 t`~' ~°'•f~~', t PINE BARKFRGM5TEM5 EB 9351 - LC 2600212 r ` ~ 48.50 ~ ,,Fs L r~ f ;o- ~ , , ~ X71'', 1y ~i, n~~ ~P~i.~.,~ ~ , ,s tj5f a PINE BARK MULCH LATER ~'v ~ ~ h , 'Idfl 1 I ; yr, ' ~ ' ~ 5.. s t{', ~ ~ fin. a, ~ \ RI UP \ ~ ''r: ~ ~ S ,x 0 ~ayoo u~~,>' ,i ~lY F', V v Y~/\// ~ ~~~f~`/\ PI~PARED PLANING 501E C` s n O n ro , tis ~ ; D<9 ~ t 'FERTILIZER TABLETS / rJ/./~/ / / /,r/ / / i, r, \ ~ 'i 6P IFIED. PLACE UNIFOF~'ILT \ ~ 'v/~\%j\\/ `1 a ' ro • •4 STOP \ ~T;Px' ~ AROUND ROOTMA58 \ \ ,.o. _ EXISTING UNDIBiURBED 801 ' lT~y 4 k. ~ ~ BETWEEN MIppLE ANA ` ~ `S' S;,~~ ~ BOTTOM OF RODT MA55 310 5 TIMER WIpTH "t i.i Y~~. A , rob i. ~ "i1 ` a ' OF ROOTBALL ,r a, 1 j ! , 1~ t I_ Cr, n, A 11 F ~ !i' I 2 I I - a j'` ~ : r' 'ta,l 51~RUB 4 rsROL1NpGDYER ('LAN?INCA p~t,41L f r ~ `,n,-. N.T,S, . ~ I F „c,,s F f T 1 ,.,rn,'' a ~ , I~ I 1~fYi. 1N 5 L I~ Y f ~ -o,oc//,~o / !4_ ?f'} ~ '-'r v ~ ~:~;t ~ 1 ~ ~J ' I ~ 'VA ~ 1.4 ~ ~D: ~ ~~v ~ ~ ~ f•r.~' ' I ~ LM ~ , 1- STO Y MASO RY i , ~ - ~ ~ o . / ry-c~~ L.~ , ~ . } r 0 _r ! ~ .n 5G [i~ .r VA ~ ~ v7 p ~`V ~ 4f ~;1.,'i q._,.du'n`^---- ~ ~ FINIS R II ~ f.-~ ~ / r aim-~,--~,n..~ _,w~ar..-..`~., Z kI ~ ~ uP E V. = 51.83 r~ ~ Apt , ' ~~A ~ 4,n r r_~ 1 .4 ~ _..0 n 0 0 7/ PRUNE AND TIE FRGNDS W Y: i-le,~l , ~ :A, ~ ~ I ~s' ' ~h J ~ ~ ~3 r' ~ : n PTV , 0 , l a e v-. a ° dry ~ ~ 9 Q 1 'S ~ Q' ~ Y , 9 I I, - - - - ~ Q, r>& g1 Z o 2 ~ , fi'.,. s", x ~ ~i' i" ~ ~ ~ ~ ~ v ~r fn ~ v. I ~ PTV SP I 1 "t,~, d~1 I 41 ll RI 100 9 it Il a _ x ;4' ?f W h~h r . ~ ` ~ ~ " ~ I ~.k fi • p cl ~u'.d~ ~ % Z \ \ \ \ eG f--~; o CS o o e~ 0 0 0 ,rot` ~ / ~ a TRUNK SHALL BE STRAIGHT AND S', L , 8.50 , i, "4 y iii ti J r ' WITHOUT CURVES, FREE OF SCARS, W Q BURNh'IARKB ANp BOOTB ~~I I--I n t .t4~x~ ~ ! 9~~ `4 O W ' ° ~ 48.50 n. n•~ w ~ n. I? r~ a, , ti, _ c'' , ':x r . rL' , C 49.00 ~ ,rn.~.~-~.. , . n _ _ - - 3~ ' ~ ~ ~ W a : , _ 7 I'rf 2~-';r~1. ~ <S~',r f ~ , r A. fi. ~ r L ~'n,l. ° I t _ a - ~ w ~ z~ ~ - DS C'~ Q ~>1y ~ ~f~ n l e py,• ALL SHFdlEsS/GROUNpCOVER ~ ~ W Q .U ca, ~'a I S'~ ~l, UP VG ~9, a., ,G - ~ , GQ f ' ~ 'c r' ,7. N 1 r 1 300 a - s .3 I , , ` ~~7. u ~ ! ~j TO BE TRIANGULAR 5PAGING. S ~ ~ ~~r` SEE PLANT LIST FOR /O.C.) SPACING. - - ~ s r ~ _ i ~u ' V ~ f`~ s 1 I I a Q f ~ ia_~ _ _ t `'Y, - ~ I ~ 7"-`' i• QV ' ti fir- ~T as, P.D /J P ~ 2 t~ 4 ?f Z ~I-~ ,r p, ,r t , A_ r I' j ~ ~ ;w~. 1. ~1 f` n, 5 EATERS OF BURLAP, J$ 5 - 2"x4"xib" WOODEN BATTENS, ~ U W st . s ~ CONNECTED WITH 2.3/4" STEEL BANpS. ni s s• < Z O ~ Q 1 e 5, ,.A rf Zi t. ~ 7 `ii r G` 4 r , ,.c ~ U U k.f ~ a k~ + ~ Z ~ ,'7,~, r~'~r 15" MIN. SETBACK FOR SHRUBS ~ W W E- ~ $r ~ 1 GROUNpCOvERB ~ 2"X4" WOOD BRACE (3 EA, MIND Oa, ~ _ NAIL f0 BATTENS t STAKES a a to in ~I ~ i o,c. 6PACl (3) Z"xd"x36" WOODEN STAKE9 , c„ N } TILLED AND LOOSENED ~ , 6" SOIL SAUCER AROUND Y m \ \ ~ PLANTING HOLE. r BACK OF CURB/ NATIVE 501E RACKET ~ BED LINE PINE BARK MULCH LATER R007BAL ~ l\/ ,4CINC~ pETAIL (SECTION) a PL,4NT SP,4CINC~ pE FERTILIZER TABLETS / / / ~ N.T. N.T,s, urs~FO~~r amp ~ ~i i /~~;i~~/i~%i`\~i\i~~`\~\~'~\%~~\-''\~, EXISTING UNDISruRBED SOIL w ~ rr//rf~`/r,// GENERAL L ANDSCAPE NOTES R00T MASS BETWEEN ~ 1= OF ROOTT MA850TTOM MIN. 3 71ME5 THE WIDTH O 0 OF THE ROOTBALL U d 0 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum 15, All dimensions to be field-checked b the Landsca e Contractor riot to landsca a material installation. Discre ancies shall Y P P P P plant growth. be reported immediately to the owner. P~4~M ~!-~4N~'INC~ DET>41~ 16. All materials must be as s ecified on the landsca a Ian. If materials or labor do not adhere to s ecificat'o s t e I 2. All reco e e tees p, P P p i n, b y will mm nd d r and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida be rejected by the City Protect Manager with proper installation carried out by Landscape Contractor at no additional cost. o Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants", N.T.S. a o N 7th Edition, 1998 as revised from time to time, 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 18. No contractor identification signs shall be ermitted on the ro'ect, exce t for the ro'ect information si ns. P PJ P PJ 9 ' w SPReAD ~ a 3, All planting shall be done in accordance with the Florida Nurserymen s and Growers Associations approved practices, 19. Existing sod shall be removed as necessary to accomodate new plantings, ~4~c1 o w z° 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with 20. Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine note # 5. "Floritam". No1ES; 1, N.l ~qOD 5tiY1 ~ SPNIt£ OR PNE-Noi PRESSU(~ 1AEgE0. O O 21. The Landscape Contractor will be responsible for the collection, removal, and ro er dis osal of an and all debris $ CRBS 11E5 SIWL NDT QiDSS OYEII 'NOOD4 ROO1S ~ 5. The planting soil shall be the approximate proportions as follows; 50% sand and 50% or anic material condistn of P P P Y _ g g generated during the installation of this project. a I~IOyE NI. slPopa a/ok'~ Madp 1RUNC ~ ~ Z PodgYE uL staMS, ICES, yap slaNa Ism m ui nIE Iao,eNL ~ native peat, well decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity, It shall also be free of all extraneous debris, 22, All areas disturbed within right of way shall be sodded. 6, ~ euaa ~IaR ~ ~ iaP of n~ ~ eu,, ti PLANT LIST ~ such as roots, stones, weeds, etc. a taF of got Wss m eE sEI Ifw. lfml aNse sum nNe+ cl+l~uti ~ W ~ - fn - ~ Z fA o 4 UP Ulmus Parvifolia, Chinese Ekm. 2111 a inese Ekm. 2112" Cal (10' ht.) HEIGHT ,,,,,~I:4~;,, , o 0 6, All planting areas shall receive a 3 layer of pine bark, which is to be watered-in after installation. „ a 13 OV Quercus Virginiana, Live Oak, 2112 Live Oak, 2112" Cal. (10' ht.) 4 LI Lagerstroemia Indica, Crepe Myrtle, 7. The plant material schedule is presented for the convenience of the Landsca e Contractor. In the event of a discre anc IRRIGATION NOTES I P P Y a, Crepe Myrtle, 8' HT. Multi-Trunk o between the plan and the plant key, the plan shall prevail 9 SP Sabal Palmetto, Cabbage Palm, (1C bbage Palm, (10'-12' c,t. ht.) Staggered pNE ~ ~ C, ` ~ Z I 1. A low volume irrigation system, that provides 100% coverage to all proposed 135 RI Raphiolepis Indica, India Hawthorn, N 8. Plants shall meet size, container, and spacing specifications, Any material not meeting s ecifications shall be removed lantin s will be desi ned a 125 PN Pittos ovum Tobira "Vari "Vari atE India Hawthorn, 3 GAL., (30" O.C.) riNE °m" ;,j tia? W ~ and re laced P P 9 ~ g nd installed by the Contractor. p g , g ~ p at the contractors expense. 437 VO Viburnum Sus ensum Sandankwa "Varig",Varigated Pittosporum 3 Ga1,124" ht., (30" O.C.) ~°i`i° t~ ti~ d ~ ~Z o 27Clk4 sr,V<E ; U~ , ~ z ~ 2. The proposed Irrigation System must meet or exceed all a licable Cit code p , ° 9, The Landscape Contractor shall be responsible for examining full both the site and the bid. documents, Discre ancies PP Y 85 LM Liriope Museari, Bi Blue Lill Turf,; Im, Sandankwa Viburnum, 3 Gal., 24 ht., (3 O.C.) ~ ~ a~.i ~ w W Y P requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc.,: g y in the documents or the actual site conditions shall be re arted to the Landsc e p ap Architect Blue Lilly Turf, 3 GAL.;1,5' O.C. u r ' I ~ ~ a ~1p ; F w ~1~ ; OF A00t WSS. ' f ~r ~~t~. y t~7 ~ in writing at the time of bidding or discovery, No account shall be made after contract completion for failure to report 3. Irrigation system must be inspected and accepted by Landscape Architect ~ such condition, or for errors on the part of the Landscape Contractor at the time of bidding. prior to .installation of mulch. Irrigation must meet city code section 3-1203.C TREE REMOVAL s'~r£x4' MgI~Ert mmrl O Rootea~ ~'4;'s,:a;"; uNoslulmtn 501. ! ~ y I ~ •*~,M- ILJN II ` ~ ~ ~ 2- III ~ ' / (1~. i 14 f A ' '¢ac Ili o to provide 100% coverage, and include a rain sensor and timer, 'a 10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform ~ 4. Irri ation as-built drawin s, which accurate) and clear) identif all modifications AMOUNT tR~~ 51X~ tYPI ~ the work set forth m this plan set and the specifications, g g Y Y Y ®RIGI &/or substitutions, must be submitted prior to final inspection and acceptance. I 4~, 2611 OAK 2.~ C)a~ 2~ 2-2,6~R1~1L SCf~S ~ PROJECT#; 522-0B ~EGEIVE® 11. Plant materiel shall ha hirl nc enacifiarl nnlasc nnnvnilnhla n+ ,~,h~,.ti +~mo +ho 1 „ha~,.~~e nr..h;+,,,.~ _ b. the Landscape contractor must coordinate the placement and power supply for the 1 57 IS" OAK 2,0 will be notified by in writing of intended changes. OAK 2,0 URGINAL GATE; ue.39b-P, 7nn6 00 irrigation control timer with the General Contractor. 1 55 14" OAK 3.0 OAK 3.0 CHECKED BY: KEZ N, 12. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect 6. The following irrigations stem com onents will be utilized, er each manufacturers' at (727) 793-9888 Y P p 1 58 10 /15 OAK 3,2 OAK 30 F TREE PLANTING DETAIL DRAWN BY: WATM v specifications. I 56 14" OAK Ib OAK Ib N.T.S. Y E 13. There shall be no additions, deletions or substitutions without the written a ov o „O ppr al of the owner. Toro-Netafim TechLine Self Cleanin, Pressure-Com ensafin Emitter Line dz 9 p 9 1 03 14 OAK 2,5 OAK 2.$ SHEET NO. 14. The Landscape Contractor shall guarantee, in writing, HARDIE - Raindial 6 Station Outdoor Control Timer 1 02 9" OAK 1,5 E rn g g, plant survivability for a period of twelve (12) months from final OAK 15 ? acceptance by the owner. Richdale - 214APR 1" Electric Valve ISSUED FOR PERMITTING ONLY 5 OF 6 ~0 Amtec - 10" Round Valve Box. I TOTAL. TREES REMOVED ,n ISSUE DATE: 11.21.06 J _ _ _ CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING i i KEITH ZAYAC & I ASSOCIATES, INC. j (727) 793-9888 • 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 i WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 0 0 a Oo 0 0 0 O 0 O O 0 0 0 Flow 0 0 0 I' 0 O Tapped Flange ~ ~ Ta ed Flan e Brass Nipples 2 Backflow PP g I o Ball Valve ~ f (Typ.) ~ Preventer ~ Ball Valve NOTES: ATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB 1 W UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. To View 90' Brass EII 90' Brass EII p 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE Approved Backflow ~ BYPASS DETAIL ~ M SHEET N0, 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS Ford Meter Flange Prevention Device (Flanged) Approved Backflow ~ ~ SHALL NOT BE BUILT OVER METERS. Preventer ~ sA SSURE TESTED TEST FOR ONE HOUR ®150 P.S.I. 3. ALL LINES SHALL BE CHLORINATED and PRE ( ) Resilient Seat Plate Strainer Resilient Seat ~4 OS & Y Valve ~ ~ OS & Y Valve U CITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE Ford Angle UNDER THE DIRECTION OF THE TI Valve Flan ed Flow TESTING and CHLORINATION THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. ( 9 ) Flanged Tee Flanged Tee 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. F LE IS RE UIRED FOR ALL SERVICE CONNECTIONS TO 4° PVC MAINS. SADDLE IS SADD Q ~ Flanged 90' Bend ~ ~ Flanged 90' Bend " L GER PVC MAINS. LARGEST SERVICE REQUIRED FOR 2 SERVICE CONNECTIONS TO 6 and AR 00 0 0 00 " AIN IS 2". CONNECTION TO A 4 MAIN IS 1 1/2 and LARGEST TO ANY M „ Brass Nipple O O ~ Uniflange ~ 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 . Meter Meter Flan ed ( 9 ) Threaded Corporation Stop Curb Stop 12" f D.I. Pipe MUELLER H15008 'th Lock Win and ~ MUELLER H14350 wi g o 0 or a roved a ual ~ to E o PP q Corn ression inlet or a roved a ual o P PP q ~v l Ta at 45' An le ( P 9 ) 12" U Supports Saddle if Required M.J. 90' Bend M.J. 90' Bend ~ ~ ~ See Note 5 Water Service Tubing Flow ~ Drisco i e 5100 or Endot Yardle " P p / Y TYPICAL SINGLE DEVICE 1 1 2 and 2 MODELS TYPICAL COMPOUND WATER METER SET Q ~ ' Blue Jet SDR 9 3408 Pol eth ene NOTE; n.ts. ~ ~ X Y YI Saddle shall have double ~ NOTE: 1. 0 S & Y Valve Handles will be Chained and Locked. stainless steel straps Device must be installed level. 2. Meter Sets will be Painted After Installation. 3. Bypass Pipe & Fittings Shall be Threaded Brass. with a ox coated P y c OF CLEARWATER FLORIDA CITY OF CLEARWATER FLORIDA FLORIDA CITY OF CLEARWATER, FLORIDA ductile iron body. ITY PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION >k D V CES APPROVED DOUBLE-CHECK VALVES Water Main APPROVED R.P. E I ENGINEERING ENGINEERING JISTRATION * APPROVED R.P. DEVICES * APPROVED DOUBLE-CHECK VALVES PUBLIC WORKS ADMINISTRATION W Q ENGINEERING REDRAWN BY D 1E AED BY DA Herse -Basco Model FRP it Herse -Basco Model FDC TYPICAL METER SETS W Y Y B.V.D. 01 15 92 02 94 Hersey-Beeco Model 6CM Hersey-Beeco Model No. 2 ~ SETS W eA AEDRA~ sr TYPICAL COMPOUND OA ~ ~j rn 02 94 Ames 5000 SS Ames 2000 SS MJP 02 94 V 1 ' REV. WAtER SERWCE CHECKED BY WATER MAIN SERVICE IND No. Watts Model 909 or 009 Watts Model 709 or 007 CHECKED BY BACKFLOW PREVENTERS IN a 1 .12/22/84 WBINC 1YPE CONNECTION DETAIL ~01 Conbraco 40200 Conbraco 40100 1 1 2 and 2 MODELS ENTERS iN~~a Watts Model 909 or 009 Watts Made) 709 or 007 aiEacm sr WATER METER SET iNOr~~a Q a MODELS 2 OF 5 Conbraco 40200 Conbraco-40100 rev. u~re oESaaanoN ~aa. oESCNEUSr 90° RISE 3 Of 5 ~ a ~ REY. DAZE DESCRE'710N ApP, DESIGNED BY 1 OF 3 REV DAZE OESCPoP110N APP. DE9CNED BY 2 GF N r 71 6 Y 6 ~ z~ Q 9 5/8 r TYP CAS 1/A~1IE SETT NC ~ ~w THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS. Cleanout Plu n.t.s. ~ g 1. BEND -INLET AND OUTLET 2. TEE -OUTLET BRANCH ® ~ 3. OFFSETS -INLET AND OUTLET i 4. CAPS ~ ° ~2 w a W 5. PLUGS 6. DEAD ENDS ui 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS ~i „ 10 5/8 z ° ~ Q Concrete Pad 4 / ~ ~ U U Adjustable w w ~ Thick x 1'-6" Sq. 9 7/8" Valve Box ~ L Megalug Restrainer (Typ.) ~ a a ~ c o 6" or 8"- 1 8 Bend / - v- ~ N L S m When Valve Occurs in Roadway, io 0 set Bose on 10-Common Brick. I ~ Plu 9 r7 See Note ( ) C i N 0 V) / Ebba 1500 Series (Typ.) 8 I ° ~ Z i ~ 0 13 1 2" ~ Sewer Main / ~ ON ALL TEES, A MININUM OF 5' SHALL BE }U ~ RESTRAINED ON EACH RUN LEG I- U L =MINIMUM LENGTH TO BE V N RESTRAINED ON EACH SIDE OF FITTING ft. I FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE. Water Main a ° 0 8" PVC MAXIMUM SIZE USED IN SYSTEM iE Mech. Joint Valve > N N.T.S. NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT 1RAINT Restraining Joint ~ N.T.S. BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 a NOTE:. Cleanout plug to be NOM. ELBOWS (deg.) VALVE RESTRAINERS. U S. oundr 7621 TEES DEAD F y PIPE END o w N Q z or equal SIZE 11.25 22.50 45 90 BRANCH CITY OF CLEARWATER, FLORIDA 4 2 4 9 21 28 46 CITY OF CLEARWATER, FLORIDA FLORIDA CITY OF CLEARWATER, FLORIDA ~ ° PUBLIC WORKS ADMINISTRATION ENGINEERING DEPARTMENT 6 3 6 12 29 47 65 ENGINEERING JISTRATION PUBLIC WORKS ADMINISTRATION ~ ENGINEERING REDRAWN BY STANDARD An: REDRAWW BY A7E A 11 0~ s5 8 4 8 16 38 66 85 B.v.D 9 02 9 9 02 99 ~BVDsr TYPICAL VALVE D1°15 92 Z CHECKED BY CLEAN OUT NDIX ND. CHECKED BY THRUST INDEK Na W.J.S. Sanltar 304 RESTRAINING 403 INOOC Na CHECNm BY SETTING iNDEx Na ~ LIJ ~ - ~ - C) Z IG 14~ 2 R`v, o~7E oESaarnar app, DESIGNED BY CROSS-SECTION 1 X24 APPRDVED BY ~ ~ REV. DALE DE5CRIP110N ppR DESIGNED BY 1 OF 2 v REV. DACE DESCRwnoN ~P• T.C.J. G.C.H. G.C.H. 0 0 0 ax~a~~ ~ a ~ w ?~J, N ti~ ,d e,.!C~s°~ ~ ,~0 , e v i . ~r F O a~`~r3o~ wN N N 2 C ~ C~! ~ ~ ~ W W e o y WoE 0 U did b , 4 I . ~ 0. ~ s . e ~ ,7.?p ~ ~ F_ Z 7 L N g F ry) OA, ~ s a i 0. F ti. ~ N C 0 ~t ~ fA U 0 ~ ~~`!'~SdGC49~P~ m~ 'C 0 PROJECT#: 72-06 ~ECEIVE® 0 ORGINALDATE: UN.3" 4r"1 ' 2 ~y 20O " N CHECKED BY: KEZ ~61~ 00 N~ DRAWN BY: HAZPLAN~ Y YE O SHEET NO. h; z C m Z.c ISSUED FOR PERMITTING ONLY 6 OF 6 W E. ISSUE DATE: 11.21.06 ~ Ll ~ ~ m o \ ~ ~ • • EAST ~ LEGAL DESCRIPTION. ~ 50.5 EET THEREOF OF CLEARWATER INDUSTRIAL PARK REPEAT, 0 Z LOT 2, LESS THE WEST 4 7 F ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 71, PAGE 91, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF SUNNYDALE U N CA ED BY ORDINANCE N0. 2175 RECORDED IN OFFICIAL RECORDS BOOK 5089, •FPP O/4' STdiN NANHOIE ' BLVD. AS VA T ~ , N ®FaR s/e~ ~ ~ -~ooo ~ ~ U 0 E ORTH BOUNDARY OF LOT 2 NV6~:~ FPP J/4 PAGE 62, LYING SOUTH OF THE EASTERLY EXTENSION OF TH N ~e,xae FaR s~" a d Ul O ~e.a»a t AND WESTOF THE NORTHERLY EXTENSION OF THE EAST BOUNDARY OF LOT 2. wa RB INLET u N N ^b ~ ~M S ~ ~ TOP ~ 49.68 x`~ x~ b" SUNNYDALE b" BOULEVA D ,R~ ~ TNROAT ~ 49.14 x x R x x x p ^ " (9N A/A~ ASPHALT PAAEAF7II w ELECTRIC ~ 1R' S) 4'' • ti Bo1f b~l°o b`~0'' wa~0o 4b ^u~p+ ~ ~I I wy7q wq~' CP 7 f 48ps ~93g ^b ~C^bv~4q O / \ w '1 9 w 3 ~ ~ FpR 6/8' ~T FlR I/M x fal 4 ° DWBIE "•~1 x°p . " ,^xCNE~\ F / . b SAL \ ~ S d!4 f49' E(P)(F) 23245'(F w 4 LLOA AS __m~1ERA518.2U8 JJ ~ ~Y Y BA51 a° B APoN ~ t w .1 ~ ~y 1 00 I . M cP I sa ~ ~ ^g~ b,• ~ ~ ,p• w~ w^ ~ b U m pr ~ ~ x ~ °,f I /M ^ A S P H L T dx / VACATED PCRRON ff ~ ~ \ M y"b y"ryb ~ ~ 1 I/ SUNNHIAIE BL'N. ~ of x x x / (oA.e• 9099, Pa as Z ~ !R , 1d wOOa ~ ~~j~ ~5' OyM1q y~ ~"q"wg ~ ,p`g n~ 0~' \ J we I b `N w~ 8" RAILROAD 11E5 ~PYOf~ gyp' bA,,"^i ow d' M N Z Q N 3 _ - x b x~ b ~ b b~ ~ , dAV PLANTER x b~, 33.7 1 v suoisina~ o ~ o ~ `r'ye 59.12'. b ~ ~ GRAPHIC SCALE 40 0 20 40 80 ~ , ~ b,~ b ~ g gN'~ xA~ w" ~ fi' ~ w r,0+'w0 ~7 x x b~~°p Y ~ b\. xb d' _ (0 ( IN FEET) ~ Ln o r 44 < ~(1 1 inch = 40 ft. ~ f- ~ o r 9' RNKLER gg ~ - l`~ k ° n. w - 1 STORY MASONRY ~ t"j W o. ~ d FlNISHED FLOOR ?+d 1 ^ ~ I ELEV = 51.83 ` N N / ~ F F O ^ ~ ~ ~~T ~ , ~Id (W~ w ~ w J xbM1~ C x' ,+~h a ,~a ~h d I- N ~ ~ o ~,~t~ 6 b ~ g x y' b Q N Q F- 0 ~ x r tP1 a ` ~Ty a 1 / a. H " ~ ~ o. m o _ ~ I < I / ^ o~ ~ d ( I w w \ /w b"~ ~ wy N` N~ \ N x , ' I x b~ x~• p Z a /b + ~ d+ b~• f yh x o. 0 ~ W 3.16' ^ • • b` ° ~ ~ Z \ :y. ~Q ~ / b b' ~f d~ ~ :.Y~, b~ \ \ ~ Q3 ~ Q U x 0 ^ DRASS ^b'` I •~y{+.;~,:':ii'{': •a "A x / . 0 ti 0 d+ 1 ° y~'q0 h l ` ~ xQ' ~ b~ IFw wg03 0 A A 9 S ~°Ib y1~~b ~ ~ ~ ~ "P ~ b^ x b" ` a ~ ^ h" IR 5 " 0 m ~ 94 ~ ~ ~A x y'~ ~ ~ ry1 O ASPH A~yLT 4 sa 4y s ~ ,r 1 ~ xb" l wao "P ,p'} `p+~ b^' gv "aw y~7°, ,A~ o x x x x x~+' 'fl' xw b b ,nr wq^ ~ ~ wb , b,~Ql' v b % x w 0 wb' ~ 1R• b Y 1 ~ i ;dNQO e x- k w~9AC 1.OB~' C/L 9WAlE ~ wa~ ~ ~ " JU~ cep ~ ^ ,b ~ ~ Q ~ a ~ H OD v ~,¢¢F ~ ~ b ~ .o' raR Ur ~ , O r z¢0 ~ Q LyZO~2 0 b, 1d ~ . ~ 8199 ^b ~~7 ~t I % ~ b °00 ~ ~ b b Pr 40 ~.~o~WZN a x e7 Q ~wa~o~ 1 ~ ~ ~ 10,00' ~~¢z ¢F Q o'' I ~}UUOp~v1 WW ¢ b w S°A \ I-pOp ~ ~ U~mja~o Mom Iw~ ~ a,pz r~; vi 9 ~ 94 \ bAy xb b,,'O<' 4~ ^yy~ xb ~h1~ 6$ ~ ~ x x x~ b xw b•'. W ~ ~ ~j D_ 6~ 6~0 \ n p a \ / w S I x 0 a \ } DO_ ~r Wr ~ ,i x ~ \ 9 1 mac Z l s d rP o d~ ~ ~ " ~ ° r ' r f \ tG ~ cp ~,~E+wr° ~ 1 / ~ ~ 9°rk ox $ I ~ ~ ~ ~ r I ~ L7 y O _x...-x b,.x ,r~ T~ wP' y° ~ ~ y,'~ o,'~ b~'~ b wa .~~vnp~ } Ol t p 7 7 Y _ a~v-~ a Q ~ / " ,"?b yy f. I ~~22 b b'` OFNCONCRE~~ ~ bA~ O'p / 'I + ~ 9i . ~ ~ ETEVATION • 9L1B \ x 1d \ 1 .y_/ \ +d ti '9~ b,~ } ~ U ~ x ~ ~ (S 1 ~ w G ~ 2 4 ^ ~ N ~ o ~ ,9 ~ o,•~ by b~~ b wo. 1 ~ xb + b 4,~7 ~9i ~ x ~ b•` H Y Q ~ b x ~ ~ I ~ ti ~9 Fyn / ,kk~ ~ ~ s~, ~ti ~ ~ \ V L(7 ~ Z op xb b,• 1 b ° 4 \ ~ O _ LEGEND 0 TRAFFIC SIGNAL ACCESS BOX ~ ~ x ~ NO SCALE ~ b~. \ 0 + OAK TREE 0 CLEANOUT / \ t2 d GAS METER ~ 7~ ~ ~ b" f ~ 1 PINE TREE ~ y` y~ x'`' b wa4 ~7' / ~ > ~ ~ w IZ ® GAS VALVE Id b,• ~ \ 1 ~ x r PALM TREE SANITARY MANHOLE I ,,e ° ~ d'd 12 s ~ b ~ ~ I ~ ? OTHER TREE (A LABELED) ~ G GREASE-TRAP MANHOLE ~ o,,o ~ ~ ~ ~ BUSH 0 1 `~o b" ~ " d © ELECTRIC MANHOLE ~ ~b~ 3 UNK UNKNOWN D STORM MANHOLE o~ ~ ~ ~°m~ o.x 0 " FND FOUND / 8 b SCIR SET 1/2" CAPPED IRON ROD "LB 4513" ~ WATER VALVE w" ~ / ~ ~ ~ FIR FOUND IRON ROD (SIZE NOTED) ® RECLAIMED WA1ER VALVE 4 FCIR FOUND CAPPED IRON RDD (SIZE NOTED) ~ WATER METER BOX b 'tA ~ wQ I ~ J FRR FOUND RAILROAD SPIKE wo PK PARKER KAYLON NAIL ® RECLAIMED WATER METER BOX b" ~ bb FCM FOUND CONCRETE MONUMENT (SIZE NOTED) Dv IRRIGATION CONTROL VALVE x r ~ ~ b'` bA xb FOP FOUND OPEN-ENDED IRON PIPE (SIZE NOTED) ~ ~ d i ~y~ " Hv-49.tu ORIGINAL Q J ~ v FPP FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) •O orb FIRE HYDRANT _ l 4'' ~ q e ~ FN&D FOUND NAIL & BRASS DISK LIGHT POLE ~ ~ RECEIVED Z ~ Q Q ~ O &D D Nll IICATI NRASS DISC LB 4513" ~ WOOD UTILITY POLE iNV . Ae,aT b~• b` " NOU 2 2 2006 ~ ~ ~ o PLS PROFESSIONAL LAND SURVEYOR Qf CONC UTILITY POLE LB LICENSED. BUSINESS ?T TELEPHONE BOX P PLAT ® CABLE N BOX e++ " D DESCRIP110N SIGN F FIELD MEASURED ~ De O.R. OFFlCIAL RECORDS (BOOK) SPRINKLER HEAD ~ ~~PE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY PIANNINGDEPARTMENT ~ ~ a d- CITY OF CLEARWATER O ~ ~ PG PAGE oR° ROOF DRAIN b^~ tP~ b~~ ~p° b PB PLAT BOOK ~ LANDSCAPING LIGHT ow x apx S 2. LAST DATE OF SURVEY; MAY 17, 2006. U~ ~ I cp CALCULATED FROM PLAT CALLS "9' " , cf CALCULATED FROM FEED SURVEY ~-WA1ER~ UNDERGROUND UTILTY PAINT x b,'~ nb ,p^ o rrtL 4"x4' ~1 3. SURVEY CREW: MIKE GROSS and dan lang O r r j x POB POINT OF BEGINNING MARK (AS LABELED ~P` POC POINT OF COMMENCEMENT GUY GUIDE W1RE 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL ~ Q ~ oy ~COIIC•1r ~ $ob .treix P•U. PUBLIC U1ILITIES EASEMENT R/W RIGHT-OF-WAY b^' ,pT'~ ~t~',,o ~~~`,~b D,E, DRAINAGE EASEMENT ~ CENTERLINE AMERICAN VERTICAL DATUM OF 1988 (N,A.V,D.). o MH MANHOLE E/P EDGE OF PAVEMENT EL. ELEVATION CALUMET 3'TREET 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCH MARK H-11 ~ ~ INV. INVERT BOC BACK OF CURB ~ w~ ELEVATIOB = 65.523 ~ ~ ~ T.O.P, TOP OF PIPE HWY HIGHWAY ,Q• (ec R/A1 ASPHALT PAVENENT UG UNDERGROUND BLVD BOULEVARD x ~x ?^x x ~ ~ U.D. UNDERDRAIN CONC CONCRETE M.E.S. MITERED END SEC110N ASPH ASPHALT 6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS F.E.S. FLARED END SECTION EM ELECTRIC METER .eP HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS, RCP REINFORCED CONCRETE PIPE CLF CHAIN LINK FENCE 0 EXCEPT AS SHOWN OTHERWISE. ERCP ELLIPTICAL REINFORCED CONCRETE PIPE BWF BARBED WIRE FENCE x~ x~p CMP CORRUGATED METAL PIPE WPF WOOD PLANK FENCE cv) DIP DUCTILE IRON PIPE A/C AIR CONDITIONER PVC POLYMNYLCHLORIDE PIPE R.R. RAILROAD 7. BASIS OF BEARINGS: THE SOUTH RIGHT-OF-WAY LINE OF SUNNYDALE BLVD. GTE GENERAL TELEPHONE AND ELECTRONICS TOB TOP OF BANK TELE. TELEPHONE TOS TOE OF SLOPE BEING S89'21'49"E PER PLAT. OHW OVERHEAD ELECTRIC, CABLE TELE SION NO. NUMBER AND/OR TELEPHONE SERVICE LINE(S) F.F. FINISH FLOOR 9. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND IS m F.O.C. FIBER-OPTIC CABLE DIA. DIAMETER i i SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND SIMILAR MATTERS OF TITLE. J I . f i a r ~i o d 6 i s : ~ I~ . i ~ 5 _ ~ ~ ~ y ~ /~////J/((~ 6 _ - _ - ~ - _ h~y . _ ~~t)~r 1 R. Y r~ ~S_~ it y u y 9 s~ ~ ~ ~ ~ i 1 Gr'1" ' ~ ~f a 7 ~ '7"f~I k' I I I ~ i -I I _ ~~r ~ ~ ~ ~~i ~ o a _ I a i _ • _ ai _ ~y i ~3 f_. ii I i I• 4F._ ~:~t_1 DTI I~ My t°J'.. ~;la 4,:'` _ I I ~ f i - - I i ~ ~I ~ t - .t ~ b~ , ~ it J'~ - ' A~ ~`C ~ I ~ i 1 ~ ~i l i ~ i ~ it tats re ,;.r{` z 4.., ~ l I ~ S~ ~ - ~ ~ ~ ~I~,/7 ~i - I _ _ _ a ,y _ l ~~N _ • ,1, I~`i w ~ ' ' Oh o dA w 1 ~ ~ ' a _ NY l~ a i I f 5' _ r r' r ri-~~ . E w f~ W l f3 AAJJ II II IAAIII~~ ~1 V r V _ 1 _ r r ~ nr 4 ry N t d :v... h ~ ~I1 2 • ~ ~,r~ ~ ~ ~ ° m ~ e; ~ w t~: i Ee k ! 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ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AN UNPUBLISHED WORK OF DESIGN STYLES, INC. ANDTHE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSEDTO ANY PERSON, FIRM OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DESIGN STYLES, INC. i - EXISTING DUMPSTE DESIGN TYLES ELEV AT 53'-6" (PARAPET) ~ ~ II ~ 4 HOUR WALL ELEV AT 50-0 ELEV AT 50'-0" ~ TO EXTEND ROOF 0 ROOF ~ g MINIMUM 4' p p R w l- 116'-0" a PAST EDGE OF Q U EX6 a EXISTING EXISTING 1 STORY - - - - - - 2 U a ELEV AT 39'-0" EXISTING BUILDING TO NEW B _ , BUILDING 21710 SF MASONRY ~ ~ ~ 0 c ~ Al ~ ~ 4TH FLOOR (2ND FLOOR 95'-6" ELEV AT 39'-0" - ~ ~ BUILDING ~ I ~ w 0 OFFICE EXISTING BUILDING TO x a' U ) IGBUILDING TOGROUND LEVEL PARKING 4TH FLOOR (2ND FLOOR OFFICE) ~ N ARCHITECTURE ~ 1 11 a. ELEV AT 28 -0 PARKING . 3 ~ NEW 3 HR. NEW 3 H NEW 3 HR. ELEV AT 28'-0" 2907 State Road 590 DOOR DOOR DOOR TIER 3 FF (1ST FLOOR TIER 3 FF (1ST FLOOR ~ Suite 5 4 HOUR OFFICE) N 4 HOUR WALL TO OFFICE) ? 8 WALL (0901) I I EXTEND MINIMUM 4' ~ a EXISTING ~ L DING PA TED ELEV AT 18'-0" ARKING ~ _ ~ S GE OF Clearwater, FL 33759 ELEV AT 18'-0" P. 727-797-4420 ~ ;COMPACTQR D CK EXISTING BUILDING TIER 2 FF TIER 2 FF ? F, 727-797-9215 3 ~~LOCATION ~ ~0 C~ w W designstylesinc.com 2 ~ ;z z ~ ~ ~ p NEW 4-HOUR U P i~ .WALL / ~ ~ ix o Z Z #AA0003393 ~ i I /W m d TRAVEL LANES & TRUCK ~ TURN AROUND ROUND LEVEL W ~ ~ ~ ASPHALT " r ~ ~ ELEV AT 0 -0 ~ ARKING ELEV AT 0'-0" W GROUND FLOOR FF EXISTING LOADING DOCK ~ GROUND FLOOR FF m _ S m ~ ~ L ~ ~ I I N O I I ry\ 0 i ~ A,J U L______________J W 5 0 GENERAL NEW /EXISTING SE TI E CON ~ 2 ;TION ~ 0 ~ _ 1116" _ ' " a 1-0 " 15 NOTE: GROUND FLOOR OF ~ PARKING GARAGE TO HAVE U e MINIMUM 14'-0" CLEARANCE AT a s BOTTOM OF BEAMS AND ANY ~ V a O ~ " h PLUMBING DROP DOWNS,16-0 0 100'-2"TOTAL RAMP LENGTH ~ CLEARANCE TO BE AT CEILING 10'-0" 10'-0.. Z a BETWEEN BEAMS TYPICAL. " 6% TRANSITION " 6% TRANSITION ~ N " ~ ASPHALT W 3 1 6%1SLOPE WIRUMBLE BLOCKS 12°~ RAMP WIRUMBLE BLOCKS 8 o w Al o c°o ,a ELEV AT 28'-0" TIER 3 U 0 O TIER 3 FF _ _ K END OF 'A GROUND LEVEL ' ~ ELEV AT 18'-0" TIER 2 RAMP ABOVE -p PARKING a TIER 2 FF m ' - - _ LINE OF 8'-0" ELEV AT 18'-0" ;,,~.~,'~TOp I T„ .p~ - . _ CLEARANCE ~ ` TIER 2 FF o 0 _ I ~ . ~ ® S......::.. za a a U U 25 9 B n - m - m 12% RAMP - _ _ _ _ o UP TO EMPLOYEE PgRKING _ - _ - - - - - - - p p Z Z 0 a a _ _ ELEV AT 0'-0" 0 18'-0" 24 -0" 12'-0" zs GROUND FLOOR FF 140'-0" ELEV AT 0'-0" j GROUND FLOOR FF 12% RAMP ~ O 1 " HANDICAP ~ y' ' U ~ 10-0 STAIRI M o ~ ~ N 6/o TRANSITION 10'-0" o 'ION I 6% TRANSITION m ELEV WIRUMBLE BLOCKS .OCKS 160'-0"TOTAL RAMP LENGTH WIRUMBLE BLOCKS Z LOBBY z3 LINE OF WALL a ABOVE : o za ELEV. HANDICAP m O 3, RAMP SECTI N 0 3 ~ W LINE OFWALL ~ ~ _ ' i n 1116 - - 10 CEILING HT. ABOVE 3 AT 10'-0" ~ ~ / 0 ~ ~ ~ ~z / N N - • !y~ z ~ ~ J ~ ! Ch ~ o O GENERAL NOTES: ~ o~ ' ~ BUILDI ~ e n ~ a: NG. FLORIDA BUILDING CODE 200 JG CODE 2004 THE FOLLOWING ITEMS WILL BE ADDRESSED DURING BUILDING PHASE: Y ~ N N Q / PLUMBING: FLORIDA BUILDING CODE 200 ING CODE 2004 1, NFPA 101 0 ~ 2. COMMON PATH OF TRAVEL AND DEAD END CORRIDORS 3 MECHANICAL: FLORIDA BUILDING CODE i LDING CODE 2004 3. COOKING REQUIREMENTS NFPA 96 ~ ~ ~ ~ i / o ELECTRIC: NATIONAL ELECTRICAL CODE fRICAI CODE - 2005 ~ Z U 0 J 35 ~ M FLORIDA FIRE PROVENTION CODE -2005 4. FIRE ALARM SYSTEM, WILL BE REQUIRED AND MONITORED TO AN a ~ 0 J ~ CODE -2005 OUTSIDE SOURCE. o~ 3s ,q y I ~ 5. AUTOMATIC WET STANDPIPE WILL BE PROVIDED. ~ ~ ~ ~ U 6. AFIRE PUMP WILL BE INSTALLED. o ~ m a 7. WILL COMPLY WITH ORDINANCE N0.7617.06 RADIO SYSTEM ~ ~ LU V ti ~ , - CONSTRUCTION TYPE: REGULATIONS FOR BUILDINGS, 911 RADIO REPEATER/ANTENNA ~ ~ a PARKING GARAGE TYPE IIB, SPRINKLERED BOOSTER SYSTEM WILL BE INSTALLED DUE TO BUILDING HAVING ~ ~ ~ ~ w'I 12'-011 ~ E OFFICE BUILDING TYPE IIIA, SPRINKLERED GREATER HORIZONTAL THAN 250'. ~ ~ ~ ~ iU1;:zz ~ ,m ~ !:~~,w BUILDING OCCUPANCY: ~ ~'.aE PARKING GARAGE S-2 LOW HAZARD W ~ ~ r 'b z 2/ _t OFFICE BUILDING B BUSINESS V ~ F~ o ;Of A Tq Z <0 'bq Y~ GA a ~ ~ N F ALLOWABLE BUILDING AREA/HEIGHT: i0q TO /HEIGHT: .PARKING GARAGE 50,000 SF PER TIER, 8 TIERS ~ O ~ (TABLE 406.3.5) W ^ ~ ~~G ' ` a p OFFICE BUILDING TYPE IIIA (B) 28,500 SF PER FLOOR, ~ L.I~ Z iv \ ~i ~~r ~~i ~~~i' 1 \ ~4 ~4 ~~~i~~ m ~ 5 STORIES (TABLE 503) ~ ~ ~ - ~ ALLOWABLE BUILDING HEIGHT: RAMP o ~ iT: 50 FT. (42"ABOVE THIS IS ALLOWABLE FOR PARAPET Q ~ ~ L START WALL) Z ~ f ACTUAL BUILDING HEIGHT: 53'-6" 0 ~ MAX DISTANCE TO EXIT: BREAKABLE PARKING GARAGE: UNLIMITED m ARM GATE OFFICE BUILIDNG: 300 FT. (TABLE 1015.1) o W NUMBER OF EXITS: PARKING GARAGE: Z OPEN STAIRS PER TIER MINIMUM* ~ BY REVISIONS DATE OFFICE BUILDING: 2 EXITS FROM BUILDING MINIMUM* ~ AD DRC. 08129/06 PER 1023.1 EXCEPTION 150% OF EXITS i0% OF EXITS ARE PERMITTED TO EGRESS THROUGH AREAS ON LEVEL OF ~ DW DRC Rev. 01 10109106 DISCHARGE PROVIDED ALL LISTED ARE M JSTED ARE MET. FROM GROUND FLOOR OF PARKING GARAGEAT MAIN ~ STAIR/ELEVATOR LOBBY DISCHARGE, EXl i; CHARGE, EXTERIOR IS READILY VISIBLE, AREA IS SEPARATED FROM BELOW AREAS AND LEVEL IS PROTECTED BY AUl :CTED BY AUTOMATIC SPRINKLER, Z 5 a 0 MIN. CORRIDOR WIDTH: 44" N F 2 W MIN. EXIT DOOR CLEARANCE. W 32"CLEAR ~ ' TABLE 601: TYPE IIB TYPE IIIA ~ "j STRUCTURAL FRAME: 0 HR 1 HR y BEARING WALLS: o ISSUE DATE: 06102!06 N 13T-4" 44'-6" o JOB CAPTAIN: INTERIOR: OHR 2HR EXTERIOR: O HR** 1 HR ~ SCALE: AS NOTED NON BEARING WALLS AND PARTITIONS: ARTITIONS: BUILDING SQUARE FOOTAGE: W CHECKEDBY: PF FIRST FLOOR OFFICE = 11794 SQ. FT. ~ PROJECT NUMBER: #0632 INTERIOR: 1ST FLOOR PLAN 1 O HR O HR SECOND FLOOR OFFICE = 11020 . FT. _ ~ EXTERIOR: 1116 1-0 REFER TO TABLE 602** REFER TO TABLE 602 = zz614 sQ. Fr. ~ pLAN 1 hLVVK I.UNSIKU(.IIVN: U HR 1 HR O HR 1 HR 1ST LEVEL OUTDOOR AREA 753 SQ F ROOF CONSTRUCTION: 2ND LEVEL OUTDOOR AREA 592 = 592 SQ. Ff. ? 2 **NORTH WALL OF PARKING GARAGE TO GARAGE TO BE 4 HOUR WALL DUE TO ZERO SEPARATION FROM GARAGE SQUARE FOOTAGE: EXISTING BUILDING, EXISTING OPENINGS IG OPENINGS TO BE MAINTAINED AND 3 HOUR DOORS TO BE ADDED, GROUND FLOOR = aolaa SQ. Fr. W (INCLUDING LOADING DOCK) m ND TIER = 31803 SQ. FT. 3RD TIER = 20526 SQ. FT. DESIGN. TYLES a~ 8 0 a a x N N a ARCHITECTI.IRE m r N 2907 State Road 590 'a _ x m Z Suite 5 Clearwater, FL 33759 0 U P, 727-797-4420 m c F.727-797-9218 E W o designstylesinc.com LL 4~ a Z #AA0003393 0 C m Y W 0 P a ~ EXISTING m ROOF BELOW 2 2 Al 3 Al W 5 2 - ~ , ~ STAIR ~ o N Y a° N N I 44 45 45 47 43 48 59 6 b 50 6 62 63 64 65 58 67 58 3 a N m 0 0 go .Q a 0 0 ~ 'w O m F ~ ONE WAY c0 59 0 rc 0 ONE WAY ~ o O o F LL 4z 18'-0" 24'-0" N 18'-0" 24'-0" o O 41 s1 ~ o 40 ® OD o. Q 85 88 B7 08 ~ BD B1 92 - B2 0 o ~1QT~ENT ~ ~ W Z 39 0 e3 'o D: 0 35 ;a; ONE WAY o Q j0 ~F- ~a i~~ N 1 0 37 j 85 m 3 0 ~ Al ' Z 88 DI ~~~~~a-~ ~Q~`$~ ~ ~ e5 9e 9 r 98 B 98 89 100 ~i ZZF l/~' \ ~~lh1~kT~ IV~~~~~~.. 87 a W . Z ~B9(v16 U1 i ~ LV 12% RAMP ,,RAMP ~ END DOWN TO j BB ~ - O Y. EXIT 1D1 G LL ~ 1 l j ~ ~ ~ 0 3 U STAIR! ,D2 i = V N tY STAIR ~ STAIR ELEV. TD ? V U M ~ LOBBY i Z ~ ~ J ~ 103 ~ O Q ~ ~ ~~y I T1 ~ ' LL ^ 'U ELE ELEV. toa o ~ Oa. ~ ~ F L I T2 W f~ `V Y` A 0' ~ ~ Q. ii 1 ~ OPEN TO 105 Z ~ BELOW I ~ L ~ 73 Z 'w 108 _ ' ` V ~ I T4 ~ ~ N I a I ~ 0 / T5 I Z ~ ~ I TB ~ o Z 'o~ I r '~e I 3 I ~ I m \ I o 12% \ 12% RA TB ~ UP T \ LEVE \ UP TO N \ LEVEL 3 ~rGr i~'. ~ STAIRa a BY REVISIONS DATE rr rr rr rr ~ rr4rrrrrr'~ ~ ~ AD DRC 08/29106 RA R ~ R /rrrrrrrr~rr~~~ °o DW DRC Rev. 01 10109106 ART, ART r~%~rr~ r rA~l~ l ri 4 r r~4/ / a ~Orr~ ~r44 r r~/ o i~ i irrr ~6~y~~'~ \ ~ 3 '~Cr`rr'1 'Y" ~ / a ~4i ~crrr ~ ~ a F Z W W Ta a eD z N o ISSUE DATE: 06/02106 81 vi o JOB CAPTAIN: ez ~ SCALE: AS NOTED B3 BUILDING SQUARE FOOTAGE:. W CHECKEDBY: PF FIRST FLOOR OFFICE 11794 SQ. FT, N PROJECT NUMBER: #0632 SECOND FLOOR OFFICE _ .11020 SQ. FT. ~ T IA ~E = 22814 5Q. FT. ~ PLAN 9 1 ST LEVEL OUTDOOR AREA 753 SQ. FT. 2ND LEVEL OUTDOOR AREA 592 SQ. FT. i _ W TOTAL SQ FT 1345 'SQ. Fr W J 2ND FLOOR PLAN 1/16" = 1'-0" GARAGE SQUARE FOOTAGE: z GROUND FLOOR = 40148 SQ. FT. W (INCLUDING LOADING DOCK) m I A2 2ND TIER = 31803 SQ. FT. 3RD TIER = 20526 SQ. FT. 0 DESIGI~1 .STYLES a 0 ~ ` a EXISTIN G ROOF a 2 ~ BELOW ~ f Al 0 M ~ a r 5 AIR ARCHITECT[IRE t ELEVnrso'-o^ 29Q7State Road 590 W d 3: 117 113 119 120 121 122 123 17A 125 128 127 129 129 130 131 Z Suite 5 m W Clearwater, FL 33759 L~ P, 727-797-4420 C~ m 0 0 N F. 727.797.921$ ~ ~ o designstylesinc,com LL ~ Oi N Z #AA0003393 0 a° „s Qi ONE WAY ONE WAY m~ N ELEVAT39'-D" L 0 0 Q !1' - - - 2ND FLOOR OFFICE ~ / ~ a ~ ~ N 18'-0" ~ i / ~ 0 ~ / ~ s „5 18 -0 ~ ~ 24'-0" ~ ' ~ 24 -0 i ~ ~ 0 0 ~ 0 p 3 3 o~ ~ Z 0 W - 114 ~ - ~ o. ~ o N W ~ 150 151 152 153 154 155 158 157 158 ~ GROUND FLOOR OFFICE Q m 113 c Z O ~ N 3 a y U c 112 I n a 0 a z N oNE w STAIR/ G W ,p3 0 ~ 2 ~TAIR/GALLERY SECTION STAIRIGALLERY SECTION LL Z o ' 118" =1'- 118" =1 1/8" =1'-0" p ~I~ N LL 0 110 3 bo Al I x x z ~ z D D 149 148 147 148 145 144 1 Z Z 1 141 / v v 140 139 a n n I D D F 0 ~ ~ ~ 0 ~ MAIN D ENTRANCE N c 0 N 7 r Gp u I (R) 1 31 31 I O STAIR/ _ ELEV 9 T MAILING ~ 0 STAI LOBBY _ - - - ERVI S- ~ T ~ GE ~ ELEV ~ ~ _ ~iL _ ~ CI CD m , RECEPTION AN-r (3) (s> cG> (e) I RAMP - -~I - I 9 I LOBBY MR. G ~ ~ ~aTSj NfERENCE i 0 ~ T ~ ~Ti~ RES~OUf~CES I END N R)(NEE0.JCEILIN (R 13) (S) (3) Q~ - _ _ - a T~ ~ s ~ w ~ + ~ I (3) I-g+S-I (5> ~ rds,l ~ ~ ELEV. I L _ J_ _ J I I I I ELEV. ~ / ~ ~ v oN R ~ ' L _L_ J o / / KITCHEN) ~tl~ i I (8) TTT~I / ~ 2 1 I (3) 113) I (R) NURSERY OMEN' Z 1. o ~~y~ N 6/oSLOP ~ irrrr,rr~ ry ~ RES r,~ i ~i~ 4~ P~„ ~ a ,/i4~ r ,~iir/ a, g IPO, o L {S ~ 0 (SP) ~ rr,rr~~/ r MEN' ~ ~ L~ 3 c ~ N U ~ ~ ~ ' ~ ~ OUTDOOR GALLEY STRO Sri ~ ~i ~~i v AREA s~~ ~CCO~JN'NNG `a OPEN TO _ r-- V 4rr~i~4r~ \ o r4~~ ~4 r~ \ 12 /o SLOPE sJ ~ ry ^ > BELOW ~ ? ~ ~ ~ M r, ~ - - / ~ Z c0 Q J O sJ y U r ~ rv IeaiocE) _ M1I Z ~ ~ \ ~ QUALITY ' Y (NEEG9 CEILING) si ¢ ~ ~ W ~ ~ rsi ~ ~J ~ ~ rsJ X rs ~ m \ I ,R, I 10,1 o (a a ~ a~ \ ~ CJ XJ rs OPEN TO STORAGE. w ~ W U ~ rs rsJ rsJ ~ BELOW ~ (d ~ D.. 0.J (SERVER) sX ~ -v a B- J ~r ~J ~ F ~ IT ~`DE~GN r OME S o ~ C (PRNATE SLEEPING SURE) > ~ RE T z ~ ~ y~ / ~ W ~ U) y, y ~ BALCONY ~ ~ ~C ~ ^ N 0 B Q rqJ PI~B ~ ~ ~ v f e~ y ~ y, MARI~TING~~ ~~y o8 Z W ~ 0 -~i rac D CAFETERI LGCIU=R3 c SEATING ~ OM r-~ LO - ~ ~ s) ~ o ~ RO ~r - a Y ~L-J A ENS G M ~ KITCHEN LO ~r - L-J 0 NOTE: KIT HEN g~ C < \ DESIGN TO INCLUDE ^ ~ ~ ~ / ? Xpl y \y\~ \0~ ~ l~) ~ m GREASE TRAP AND / ~ ~ ~ " /~C\ / \y~ ~ _ ~y\ X Z DESIGN AT PERMIT ) / ~ ~ ~ 6~ / / V SUBMITTAL / / ~ ~ `y\ a BY REVISIONS DATE 5~ / / / ~ ~ ~ MIN `o-\ ~ AD DRC 08!29106 / / / ucxrwElcxraREA ~ `o-\ > ~ ?J ~ °o DW DRC Rev. 01 10109!06 / ~ ~ n~, / / . )`6 pq / ? < i ~ 2~ ~ a 0 - ~ oPENTO R• i eE~ow w w w ~d N 3RD FL OOR P LAN 4TH FI 1 4TH FLOOR PLAN N _ ~ 4 11 - 6 111 = 6 1116" = 1''~" ~ ISSUE DATE: 06102106 o JOB CAPTAIN: SCALE:.. AS NOTED BUILDING SQUARE FOOTAGE: `w CHECKED BY: PF FIRST FLOOR OFFICE = 11794 Sa. FT. ~ PROJECT NUMBER: #0632 SECOND FLOOR OFFICE = 11020 . FT. T = 22814 Sa. FT. ~ PLAN 3 & 4 J 1ST LEVEL OUTDOOR AREA = 753 SQ. FT. 2ND LEVEL OUTDOOR AREA = 592 SQ. FT. ? TOTAL SQ FT INS bu.-Fr _ W GARAGE SQUARE FOOTAGE: z GROUND FLOOR = 40148 SQ. FT. co (INCLUDING LOADING DOCK m 2ND TIER 31803 SQ. FT. 3RD TIER = 20526 SQ. FT. 01 - _ _ li i I I DE ES TYL i I 275'•8 314" i i 238'-5" 3T-3 314" AKCHITECT[.[RE r ~ 2907 State Road 590 y j Suite 5 Clearwater, FL 33759 0 P.727-797-4420 - - - - - ~ ~ STAIR #2 ELEV AT 0 -D (51-0 N.G.V.D.) F.727-797-9218 ~ ~ i T FL N ~ ~ S OQR FF F.E.C. designstylesmc.com #AA0003393 9 N U j Q _ t NOTE: GROUND FLOOR OF PARKING ~n ~ GARAGE TO HAVE MINIMUM 14-0 CLEARANCE AT BOTTOM OF BEAMS OA OA 0 AND ANY PLUMBING DROP DOWNS. 0 3 ~ ~j 5 -0 ~ ^ ~ 35'-0° i, L.L 4 HOUR FIRE RESISTANT RATE W ALL TO EXTEND MINIMUM rn VJ 18" PAST EDGE OF EXISTING BUILDING 0 ~ N 0 y 00 _ ~ 1 12'-0" 5'-0" 9'-0" ELEV AT 0'-0" (51'-0" N.G.V.D.) 9'-p" 1 ST FLOOR FF ASPHALT UP 8"BOLLARDS ~131N310N 00 S AIR o ; 0 o~ 2 N ~ J a 0 0 Q 0 ~ p 2 20'-1" 44'-5" 12'-0" 3'-6" 12'-0" 19'-0.. p N _Z W z 4 Q N W D 0 I LL m Z Q - ~N 5 W W I a - z EXISTING 1 w k STORY 21,710 ~ in 0 ~ 3 w SF MASONRY i i x -RAMP ~ BUILDING ~ START j ti \ 3 ~ MP UP 6 ~ o \ 1~ \ w a EACH. , 0 ~ . ':MACH. ~ ~ ~ ~ ti ~ ~ ~ 3 l ~ ~ ti ~ ~ TRANSITION 8"BOLLARDS \ \ 1~ w ti ~ ~ ti 1 ~ WIRUMaLE a til 1~ BLOCKS ~ ti ~ ~ ti ~ a HANDICAP V ~ 1'- " N.G.V.D. ELE ATO-0 (5 0 ) ~ 1~ ~ ti ti ~ 1ST FLOOR FF ~ ti ~ ~ ~ ~ ti 1 ~ ~ ° i STAIRI ~ ~ Z 0 0 ELEV. #4 \ ~ NEW 3 HR. 0 - ELEV 3 6 24 0" 18-0 LOBBY FIRE DOOR \ 1~ a ~ \ o F.E.C. \ ~ \ ~1. LL \ ~ o ELEV.#2 - - - UP - ~ i O N 12% RAMP P ~ w TO EMP YEE ~ ~ ~ ~ ~ ~ PARKI ~ ~ ~ J ~ ~ ~0 O STAIR #1 0 \ N M p NE OA ING ~ w DO K ~ o L ~ N W~ ~z LL ~ . o ~ RAMP ~ o~ a 0 W ool a; N L " B LARD ~ ~ W ~ OL S ~ - Q N a U ~J i o 0 w ~ p J o 6 m ~ ~ o w „ i Z OPEN TO ABOVE ~ ._mQ ~ V TO ABOVE w a 0 d =o o - ~ o W L. 1~ w ~ o ~ ~ / M ~ IG F ~ ~ o i W N W~ ~Z LL u ? C Vi w J N Z~ 3 i W L YJ i O a~ LL V i Y N i 0 3 o -i _ W x Q P fA V ~ ~ Gl ~ . ,o~. u U i ~ ~ a z - - p w x NEW 3 HR. - W FIRE DOOR RAISED PLATFORM r ^ ~ ~ W ~ 4'-0" A.F.F. , LL 2 c ) 2 I 4 HOUR FIRE 2 j Z W - RESISTANT - W L RATE WALL Z (U9011 UJ a i IL a m W NEW 3 HR. a FIRE DOOR + w k z a m z 3 p _MEW m F I ? m is I) a p 1 ~ pli 1 r- y @.° z Q W v 3 W X BY REVISIONS DATE tF-_E V AT 0 -0(51-0 N.G.V.D.) ELE AD DRC 08/29/06 1ST FLOOR FF cli L~ W a ? o W DW DRC Rev. 01 10109106 z W a AI 2 11 4 2 11 co z Cl a v UP m z Lu IOU W z 4 HOUR FIRE RESISTANT RATED m a WALL TO EXTEND 159'-6112" 116'-21/4" z N MINIMUM 18" PAST o EDGE OF EXISTING 276-8 3/4" D 1%1/8 N ISSUE DATE: 06102106 e JOB CAPTAIN: PF J J o SCALE: AS NOTED W PF CHECKED BY: co BUILDING SQUARE FOOTAGE: W RST FLO R P 0 LAN N PROJECT NUMBER: #0632 , _ 1 1.011 If SECOND FLOOR OFFICE = 11755 SQ. FT. _ THIRD FLOOR OFFICE = 12544 SQ. FT. Al 1 ST FLOOR PLAN TOTAL OFFICE SQ FT = 24299 SQ. FT. J PRESENTATION . SECOND FLOOR OUTDOOR AREA = 750 SQ. FT. z THIRD FLOOR OUTDOOR AREA = 600 SQ. FT. C6 TOTAL SQ FT = 1350 . FT. z GARAGE SQUARE FOOTAGE: 9 W R = 40145 SQ. FT. GROUND FL00 INCLUDING LOADING DOCK m = o ND TIER 25346 SQ. FT. N 1 (I i, a I 7 _ 6 7 i ~ ~ 275'-8 314.. - i 238'-5" , ~ ~ 37-3 314 i ~ ~ ~ UP STOR. STAIR #2 REEZE 7 PRIV TE { LT. OFFICE OFFI E DN DRY F. o ' ST R: STf W MEN'S DOLE STORAGE STR00 ~ M1 r ~ e r (MAILING LT. F.D. - F.E.C. - SEI SERVICES ) ELEC. MEN CON ROL R ~ ~ 0 ~I (4 TO L) I MAIL SERVICES ' ' F. i _ 30 TOTAL MECH. Q ~ i 2 11 L _ J - o KITCHEN MECH. HVLO F.E. ~ ~ N N r ~ ~ ® - W ~ ~ o M N' ~ ~ o - ~ LOC R I 00 ~ 1 1 :1 ~ 1~ 1~ 118:12 118:12 / JAN. ° i i / ~ F. . ~ / ~ ~ / OS. \ ~ STACKED / / L CKE i \ i ~ i N N ~ ~ a ro ? ~ I' N' _ ~ 4 0 ~ FE y 4 " TE f ST~KED 19. STAIR #4 OFFI E MEN' OCKER I ~ - ~ HUMAN ° HOC 1 ~ NURSERY RESOURCES ~ ~ ROOM \ > Q Z I _ Q 12 W IJ o N - z . ~ N STOR. EXIS G N W O ~ Q F BELOW Q D LL HUL ~ z 0 ' ~ N w HANDICAP z UN 0 ~ i w a z o ~ H.P. H.P. w k COF ~ STOR. COPIER. _ GYM ~ RECEPTION P ~ OUTD R , _ AREA ' ~ w W fV ~ O N ~ I r ~ HANDIC I- w 0 a a r z¢ STAIR/ ~ MECH. ~ 0 LL MAI ELEV Z 0 ENT NCE LOBBY ELEV.#1 N N ~ r 0 ¦ a 0 ~ I r U r L - - F.E.C. 0 z . ~ a ~ pN , LL Z - ~ N F.. _ w F.. ELEV. #2 118:12 118:12 118:12 118:12 UP I, '1 ~ w , ,i I ~ a ~ aD > ~ ~ J o I 0 y N STAIR #1 - o L LA, N W 6 ~ ~ ~ 0 \ _ o ~ uw, ~ ~ ~ o EDGE OF 3RD ~ ~ O N FLR. BALCONY ~ ~ U LI. ~ M ABOVE \ W ~ m ~ Q J O ~ o ~ W I Z ~ ~ 0 OPEN TO BELOW ~ $ - U V TO BELOW w m Q ~ ~ ~ a ~ ~ ~ ~ W 0 i ~ ~ o zd ti z H.P. H.P. Z ' - - ~ W L ~ o d. 0 Y ~ N 0 o W w J ' f0 7 ~ i Q a z w l ~ 10'-0" 6% z Z ' TRANSITION z ~ W! U ~ g R MBLE 0 BLOCKS w x ~I w ~ ~ j 11111111 111 I' a ~ z 12 /o OPE 0 ~ ~ iliiillillill RAMP U . _ 2 W 111 1111 END 118:12- 118:12 a llllllllll C W 2 _ F.. F. lillllillllll ~ . f7 lllllllllllll i a va:iz~ f vs:tz lllllllllllll I a lilllillillll w 4 m~ oNewnv lllllllilllil 04 lllllllllllll 4 j ~ z w lllllllllllll r j lllllllllllll 0 z lllillllllill a z - ' lllllllllllll 3 lllllllllllll 0 lllllllllllll s lllllllllllll m lillillll z w 1111/ y r BY REVISIONS DATE l IL w x AD DRC 08129/06 a o W DW DRC Rev. 01 10109/06 i a 0 Z y z 6 5 IL v z STAIR #3 to z w f w z z 159'-61/2" 116'-2114" z w 275'-6 3/4" ° ISSUE DATE: 06/02106 o JOB CAPTAIN: PF J J a SCALE: AS NOTED 0 w PF N CHECKED BY. BUILDING SQUARE FOOTAGE: w SECOND FLOOR PLAN N PROJECT NUMBER: #0632 1/811 1 1-011 SECOND FLOOR OFFICE = 11755 SQ. FT. _ THIRD FLOOR OFFICE = 12544 SQ. FT. A2 2ND FLOOR PLAN TOTAL OFFICE SQ FT = 24299 SQ. FT. J PRESENTATION SECOND FLOOR OUTDOOR AREA = 750 SQ. FT. z THIRD FLOOR OUTDOOR AREA = 600 SQ. FT. W I TOTAL FT = 1350 N z GARAGE SQUARE FOOTAGE: S i co w GROUND FLOOR = 40145 SQ. FT. INCLUDING LOADING DOCK) A.2 ND TIER = 25346 SQ. FT. N i I _ 1 - I 1 1, 275'-8 314" 3T-3 314" 113'-5" 125-0 i fi---- fi------ ,,j, AUDIT Vl[Q . a RO0 STAIR #2 ~ \ ~ ATH\ TE _ ~ OFFI E TE TE PRI OFFI E OFFI E OF ICE. \ ~ ~ i r ACCOUNTING F. . s; o \ i 0 r FILE OMEN'S \ ARCHIVE ~ STROO \ F.D. - F.E.C. - _ \ CONFERENCE ~ ~ ~ SALES ~DMIN~ \ ~ PRIVATE 20 TOTAL ME 'S \ i; ( ) ~ ~ (7 TOT L) } M 0 O \ ~ ~ OFFICE / \ \ _ _ i \ ,i - KITCHEN \ 1 i I ' AUDIT i ~ _J L_J _ ~ o ~ RO OR. C ~ STOR. HIIL / ~ ^ } i ~i \ \ ;1 i ~ ~ DN ® / \ ~ \ ~ i1\ i ' fx ~ _ ^ \ i EXECUTIVE / \ I AF i ~ ~ i' TC AREA (13 ~ \ ~ ~ TOTAL) `i \ \ _i ~ ~ . STOR. \ ` PRIV TE ~ OFFI E ~ ~ i I MR. i \ \ ~ GENDUSA i i \ / \ \ 20 TOTAL irk \ p~ ~ ~iT ~ / OU ING } ~ / l o v ~ RI1rA'I'E't MA E G ~ } 'y ~ / TO L f F FF'CE J 14 / ti ~ ~~i ( X ~ ~ \ i ~ i TOTAL) i S TOR. / ~ _ / ~ / ? \ „ / / ~ i 3 R\ / ~ SI ~ 12 SI ~ / / } LES REPS. / ~ i~\ ~ (12 \i ASSIST. ~ W / / o RIVATE (6 / LL 0 z FACE ~ I ~ i ~ o .y i } W W ~ S R.' / SALES / Z 36 TOTAL) ~ ( / k I STOR. / ~ / 3 w y~ , 5 ti , o r / 3 / W 0 - / W UCTIO ! o / a VICES / 0 \ 0 TOT / > 0 ~ \ / i STAIRI ~ / ~ 0 ~ ~ ~ I ELEV \ z \ / 4 LOBBY ELEV.#1 \ / ~ \ / a _ ~ \ ~ \ v \ ~ 0 \ ~ \ - - ~ F.E.C. / LL Z ELEV. #2 ~ / o \ / ~ w PARKING BELOW \ / ~ ~ \ / ~ ~ / o ~ I \ o W IR #1 DN STA ~ OUTDOOR / r o ~ / ~ ~ ~ S; . AREA / ~ ~ i / ~ (p 0 \ ~ W N i \ i o ~ \ < ~ ~ v N 0 \ r _ ~ U L~J~ ~ / o co \ m ° p J o ~ / ~ ~ ~ ~ / o LL1 Z ~ ~ \ / $ - U 0 T BELOW OPEN 0 \ / W m Q ~ N TO BELOW \ / ~ d. ~ N ~ N W o ~ / ~ ~ 0- \ o ~ a o. ~ z ~ i W ~ )J) - F rn Z v~ W ~ o o r Y N i 3 o .,E,J W N j J ; m > . a z I ,I ~ z RAMP LOW z a 0 a m m F F N ilillilllllll I Z U lull illllll l Z W 1111111111111 W llillllilllll iitttiitttttt ;i. Z I ~ tllllllllllll (L lllllllllllil CL lilllllllilll w ~ llllillllllll f lllllllllllll - z - w llillllllllll r i ~ o lliltllllilll lllllllllilll Q lllllllllllll j ~ llililllilltl 3 lllllllllllll ~ v lllllllilllll ~ Cllllllllllll j o w F 111111111 z w illll co BY REVISIONS DATE a t i AD DRC 08129106 o DW DRC Rev. 01 10109/06 W a 0 Z N I a z Q co z z w E w w z I 159'-61/2" ui 116'-2114" N W 275'-8 3/4° ISSUE DATE: 06102/06 N c JOB CAPTAIN: PF J J AS NOTED o SCALE: w ~ CHECKED BY: PF BUILDING SQUARE FOOTAGE: w THIRD FLOOR PLAN v- PROJECT NUMBER: #0632 SECOND FLOOR OFFICE = 11755 SQ. FT. _ THIRD FLOOR OFFICE = 12544 S Q. FT. A3 3RD FLOOR PLAN ii /811 1 1-011 TOTAL OFFICE SQ FT = 24299 SQ. FT. J PRESENTATION SECOND FLOOR OUTDOOR AREA = 750 SQ. FT. z THIRD FLOOR OUTDOOR AREA = 600 SQ. FT. W TOTAL SQ FT = 1350 SQ. FT. J z GARAGE SQUARE FOOTAGE: co w > GROUND FLOOR 40145 SQ. FT. m INCLUDING LOADING DOCK) o A3 ND TIER = 25.346 SQ. FT.