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FLS2007-11050
t 7 .. .fir - v, . ,w r� Mol1d FLS2007-1 1050 69 BAY ESPLANADE BCH LIBRARY & REC CENT ,ANNER OF RECORD: NOT ENTEREDma ATLAS # 258A ZONING: OS /R LAND USE: R/OS RECEIVED: 11/02/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: /,;�- LP -�� CDB: i, i• h r' i �: 1 CLWCoverSheet� . ..f i �r + fw JR . �,ty r � u LL ° l rw �Cea ate r U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT APPLICATION FEE $ CASE #: FIS (a, D, RECEIVED BY (staff initials): , --jI t r DATE RECEIVED: 11 �- "07 ORIGINAL RE SI D 02 2007 PLANNING Di?k rf * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) - ~� FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 10/30/2006) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME:eV MAILING ADDRESS: T .�T__(, PHONE NUMBER: `72'7- '-�GO2 ({p �j 2,3 FAX NUMBER: 12-77 — 56 2 PROPERTY OWNER(S): C i C7T Ci�a rwo.,ll1� List ALL owners on the deed AGENT NAME: Le . 1 � n MAILING ADDRESS: re _ PHONE NUMBER: -3��.- �� FAX NUMBER: y2 ?^ 5p 2— CELL NUMBER: '7') q i 10 tC I ..--t tin l E -MAIL ADDRESS: Ios.,.. . u B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: C wa ;" . L& /;RPcIGe0 PROJEE1CT VALUATION: STREET ADDRESS � tdrI GVN. two PARCEL NUMBER(S): PARCEL. SIZE (acres): 2 p f I PARCEL SIZE (square feet): LEGAL DESCRIPTION: _O. b irl N ,�L,,,� , <_1nP tSA -tt. ' A PROPOSED USE(S): lUc1 a.-4.'. C�o."+r,V W i'Mn `. DESCRIPTION OF REQUEST: Specifically identify the request �CredT�f7Y� Ox �-cv! (include number of units or square footage of non - residential use and all _ requested code deviations; e.g. W� reduction in required number of -...-..._.._.._...._._.....__...___._—__________...._.._ _._...... _ ...... __._._... ------ .._._. parking spaces, specific use, etc.) Q \Documents and Setlingslderek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 2006.doc Page I of 7 7— r 1 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PPEVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO V (If yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) !lLeA A.( ; f ; C] Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA— Explain how each criteria is achieved, in detail: IAA" 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. 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. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. ORIGINAL DFCgNED -----_...... ....... .____.______._._.____.----._..__._..__..._-----------------------..__.__.__... ................... ..... _._ ....... _ ...... _ _...:._ ... --_ ... _.._........................ ............ - ......... ---.....__....___...___._____.__._.---.....---.__._...----- ..........- ._..___.- _.__._. _ _.__ -__. ---.-.-.--_... __.._..._..._.._.._...___...... CITY OF CLEARWATEP C: \Documents and Settings\derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 2006.doc Page 2 of 7 i /y 0 � l 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: I 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 stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ , If a plan is not required, the narrative shall provide an explanation as to why the site is exempt ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; ❑ All adjacent streets and municipal storm systems; ❑ Proposed 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 OWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Y — 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. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; ❑ TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and ✓ condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ❑ GRADING PLAN, as applicable; ORIGINAL ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provi,2 ; I ED ❑ COPY OF RECORDED PLAT, as applicable; o 200 PLANNING DEPARTMENT CADocuments and Settings\derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 200 0 M1 OF CLEARYNA Ele Page 3 of 7 ❑ SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; North arrow; �W 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 interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3- 201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ❑ SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED _ 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 '/2 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 management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; ORIGINAL RE VED Lot lines and building lines (dimensioned); � E��® Streets and drives (dimensioned); FF !� �0�� _ Building and structural setbacks (dimensioned); t V Structural overhangs; PLANNING DEPARTMENT C: \Documents and Settings\derek.ferguson\Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 2006.doc Page 4 of 7 IY H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ 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. ❑ 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. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS — with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/2 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ,LO J�k `' fA-Zi,� 14POiP�p C49-,' ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ❑ All PROPOSED freestanding and attached signs; Provide details including ,location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RE r VED C T 0 04 2007 PLANNING DEPARiME -11T C: \Documents and Settings\derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 00 Jo Page 5 of 7 I OF CLEARWATR ORIGINAL REMNED K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4= 801.C) vti, cuuo PLANNING DEPARTMENT ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: CITY OF CLEARWATER • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and /or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a " Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727- 562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. 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 Fequir(�d. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. 24K. 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. n STATE OF FLORIDA, COUNTY OF PINELLAS SW to to and s /bscribed before me this day of /V OV f , A.D. 20 0-7 to me and /or by LeroV 0ilvi who Is personally known_ has produce 1// as identification.'. Nota public, My commission expires: LDQVen6(FL Notary Public State of Florida I �b,,efl�r Foster CADocuments and Settings\derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standa �) 6. oc. Page 5 of Tvlyl;ommission D0653288 Ex ires 04/22/2011 I -N. AFFIDAVIT TO AUTHORIZE AGENT: 1 1. Provide names of all property owners on deed — PRINT full names: REM, VED f': T 02 2007 PLANNING p�F - I< , " { CITY OF CLEARWAvr r. 1 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigned (has /have) appointed and (does /do) appoint: as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this personally appeared Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. Notary Seal /Stamp Property Owner day of who having been first duly sworn Notary Public Signature My Commission Expires: _ Q \Documents and Settings \derek.ferguson \Local Settings \Temporary Internet Files \OLK389 \Flexible Standard Development (FLS) 2006.doc Page 7 of 7 ORIGM REC D D. WRITTEN SUBMITTAL REQUIREMENTS: D 0 2 2007 PLANN1i G DERARTMEIT 1. The proposed development of the land will be in harmony with the scab �, kM'tYRip density and character of adjacent properties in which it is located. TRUE - This project will continue to be used as a recreation facility as it has for over the past 47 years. The only difference will be the addition of the library functions to the building. Library functions and recreation functions are very compatible since they provide activities for people during their leisure time. This project calls for only an addition large enough to house the library component in the building which is approximately 1,000 sf. All of the improvements to the building will be made in such a way as that the renovated building will in fact look like the existing building and blend in with the existing environment. The scale, bulk, coverage, density of this project is in line with surrounding properties. The intercoastal waterway is to the West and South of the building while a parking lot is south of the building and motel/hotels exist to the North. High rise condominiums and resort hotels as well as other commercial facilities are with viewing distance from this site. Therefore this one story expansion will not affect the current conditions on the beach. The height and bulk of the majority of the buildings surrounding this project are equal or greater in height and bulk. 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. TRUE - This project will in no way discourage adjacent property owners from using their properties under their current zoning. The value of their property will also not be impacted adversely. In many regards it might improve the value now that the City will be including a library function with the current on going recreational functions. Residents as well as tourists and guests to Clearwater and Clearwater Beach can use the Library and Recreation center. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. TRUE - The development will simply be an addition to the existing building. The use will be as a library, which will not bring any adverse impacts to the neighborhood. The general public has used this site for over 47 years so, the addition of another public amenity will not change the patronage or functions held at this site. All of the improvements will be for quiet activities within the confines of the building. 4. The proposed development is designed to minimize traffic congestion. TRUE — Additional people will use the Library /Center due to the fact that it will be the new site for the library thus reducing congesting in other parts of Clearwater Beach. The recreation center currently handles large rentals for wedding receptions, parties etc on weekends and mostly during the evenings without any adverse impact to traffic. The additional traffic for the library will be at a time when the current recreation center is relative inactive thus the availability of ample parking in the free lot to the north and metered parking to the east. Further this facility is located on a neighborhood road and not a major thoroughfare. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. TRUE — The history of the Recreation Center is well known in the community and has undergone several renovations in its history. It has been used as a fish plant, sailing center and recreation center. The community early on embraced a recreation center at this site and was very popular for kids growing up on Clearwater Beach. The Clearwater Beach Homeowners Association meets there regularly and is a strong proponent in keeping the center open. The exterior of the building is still in good condition and blends in nicely with surrounding buildings adding a historical perspective to the neighborhood. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. TRUE — There will be no change in the current condition of the building in regard to the look, sound and smell of the facility. Those things currently being done in .the building for rentals and recreation activities will continue to occur. The only addition will be more people using the building for the library functions of the building. Their hours of operation are less than the recreation center and will be opened during the same times that the center is opened. The property is already a great improvement to the beach with the water views and well landscaped fagade however the addition will provide for increase landscaping on the north side of the building and will improve the looks by removing the asphalt parking from the north side of the building. ® -R1GIIAL RECEIVED 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER P, X95 Florida, the day and year last aforesaid. Olive E Smith Notary Public State of Florida at Large My Commission Expires No 15 1920. ( SE,1L ) E FILED WAY 30 1917, J.N.Brown-Clerk r E Daugherty D.C. i 4' S This Indenture Made this 17th day of May A.D. 1917, between the Clearwater Island Bridge Company, a Corporation duly incorporated under and by virtue of the 1-two of the State of Florida, and having its principal office and place of business in the City of Tampa Hillsborough County, State of Florida, party of the first part, and the City of Clearwater, a Municipal Corporation, situated in L Pinellas County State of Florida, party of the second part; 1Pltnesseth: That the said party of the first part for and in considnration of the sum of Ten i P Thousand ($10,000) Dollars:lawful money of the United States of America to it :. hand paid by the said a party of the second part, the receipt whereof is hereby acknowledged has granted, bargained and sold of to the said art of the second party port its successors and assigns forever, the following described lot, I' tract or parcel of land situated lying or being In the County of Pinellas and State of Florida to wit: ' Beginning on the shore of the Gulf of Mexico at a point where the North line of the tract of I land desi.Qnated as "Clearwater City Park" on a plat of Clearwater Beach as the sane 113 recorded In th. Land Records of Pinellas County Florida, if prolonged West would intersect said Gulf shore; thence i f southerly along said shore line Four Hundred (400) feet; thence East parallel to the North line of ' Bald " Clearwater. City Park" to the waters of Clearwater Bay; thence Northeasterly along Clearwater Bay to a point Twenty five (25) feet distant measured at right angle from the center of a bridge now located I!:; M and constructed by the Clearwater Island Bridge Company; thence northwesterly along a curved line "! LU j Twenty five (25) feet from.the center of said bridge to a point on the Borth line of said "Clearwater h ���' � to NCity Park" extended eastwardly; thence West to the pcLZt of beginning. Together with all riparian rights. . C'j 0 And the said party of the first part dons hereby fully warrant the title to s._ld land and defend " Sd will the same against the lawful claims of all persons whomsoever. Z; Qa This conveyance is made and accepted subject to the following covenants and conditions, to -wit: 1.That said property shall be used by the City of Cl -3arwater for public park purposes only. 2. That no concessions for the sale of refreshments or amusements shall be made by the City on said property except with the point consent, of the grantor its successors or assigns, in wrltinG. j. That the stild property shall not be sold or conveyed by the City to any one except the party of the first part, its successors or assigns, 4. That the City.of Cle arwater shall not make any charges for the use of any bath house that it may erect on said property. 5. That the party of the first part its ouccessors or assigns shall nave the right to open through said park all streets rincessary for It its successors or assigns to open to properly subdivide end plat other lands owned by it or hereafter acquired by it Its successors or assigns on Clearveter Key. 6. That the streets shown on the recorded plat of Clearwater Beach reference to which Is ;;ads In this dued, shall always rcraaln open and be undo- the supervision and control of the party of the first part,..lts successors or assigns. 7. 7,bat the party of the first part,its s�,cc*ssors or assigns shall have the righ•, to o;trwte a railroad on any street or all streets throcgh the said Park and land bereby conveyed that it may els- sire to use for .hat purP:eee whether the str•ets b- now opened or l:er -after opened through si.1d ),K ^u wad land heraby conveyed. 1 8 ^•;;e party of the first p&rt rigreer to m&1ntK _,n 9, :.C_r.> masts ae I!' may lake On .ht i'g"•k . ann keep it in first class condition for the period of Twenty five (25)ye►as, and to pave the streets in the park at the enme time and with the same material as used in the paving of th• othar streets on said inland by It. 9. All of the foregoing provisions in this dead shall extend to and be in full force and effect for a period of Twenty Five (25) years from the date of this deed. 10. That the said party of the first part,its successors or asoUns shall and do have the right to erect and maintain on said property hnreinbefore described, facing the Gulf of Mexico, a `0 frame or concrete building and operate therein a pavilion bath rooms, refreshment parlor and dining i room, and charge for the use of the same, and shall at nil tines have from access thereto, on and over the property herelnbefore described, for n•period of twenty five (25) years from the date of this deed and that at the expiration of anid period all improvements placed thereon by the party of the first part, Stu successors or assigns shall become the property of the City of Clearwater; said improvements to be erected according to plans and specifications heretofore furnlshad to-the grantee. And in case the party of the second part shall at any time during said period desire to purchase the I improvements placed on eaid property If the party of the first part, its successors or assigns, and the said party of the second part cannot agree upon the price therefor, then and thai-in that event It shall be submitted to arbitration, the party of the first part, its successors or assigns naming j i one arbitrator and the party of the second part its successors or assigns naming one arbitrator, and if the two arbitrators so elected cannot agree on the price, than and in-that event they shall eelsot a third arbitrator, and the decision of the majority of said arbitrators shall be binding upon the parties harsto their successors and assigns, and upon the payment of the award so made by the i arbitrators to -the party of the first part it or its successors or assigns shall oonvey_ said improve. i f ments to the party of the second part or Its successors. .In Witness Whereof the said party of the first part has caused these presents to be execu- Ited in its name by its President and its corporate Beal to be affixed, attested by its Secretary the day and year first above written Attests Clearwater Island Bridge Company 'Goo R.Smoyer Secretary By E.W.Parker President 'Signed, Sealed A Delivered In the presence of: 11 G Gibbons ( Corp. Seal ) L E Johnson State of Florida County of Hilleborough. ' I Hereby Certify That before me, the undersigned authority, personally appeared W.E.Par- ' Z kar and G. R.Smoyer to ms well known to be the President and Secretary of the Clearwater.Island LLO LU 1 Bridgt Company, a Corporation, and who executed the foregoing instrument on behalf of and in the ® BE bf said Corporation, and who severally acknowledged that they so executed said instrument on Nname LLI behalf of and In the name of said Corporation by the authority of its Board of Directors for the � a (� © (6 () uses and purposes therein mentioned, and that the seal thereto attached is the genuine corporate seal CCJJ LL- QQ of said corporation and ::as affixed thereto by its said Secretary. In Witness Whereof I have hereunto set my hand and affixed my official seal this 17tb day fi,, of Lay A.D. 1917. L.E.Johnson Notary Public. Uy commission expires Apr 5th 1921. ( SEAL ) FIUM SIB 1 1917. J.H.Brown.Clerk _. IE Daugherty D. C. I _ j 5. ca RELPJItg ARD QIII Tom IY a.•.• THIS INDENTURE OF n: RELEASE AND QIIITCLII]f made this day of M: • 1954, between CLpARWATER ISLAND BRIDGE COMPANY, a corpo- +' ration•duly incorporated and existing under and by virtue of the laws of the state of Florida, Party of the First Part, and CITY OF CLEAR- WATER, A municipal corporation situated in the Comity of Pinellas and State of Florida, Party of the Second Part, Witnesseth that WBRREAS, on the 17th day of May, 1917, the maid Party of the First Part, by its warranty deed duly executed and delivered and re- corded in the Public Records of Pinellas County, Florida, in Dead Book 57, Page 195, conveyed to the Party of the Second Part a certain tract of land therein described subject to certain mutual covenants and conditions contained in said deed, one .+f said covenants reserv- ing to the Party of the First Part the right to erect and maintain a certain building upon maid property for a period of twenty -five years from the date of said deed,. and'. WHEREAS the Party of'the First Part has abandoned its use and occupancy, of said building, and said Parties having mutually agreed upon the terms and conditions whereby the Party of the First Part shall release unto the Party of the Second Part all its rights, claims or demands with respect to said building and lands under and by virtue of the covenants and conditions of the deed aforesaid, and whereby the Party of the Second Part shall release 'the Party of the First Part of all claims, rights or demands against the Party of the First Part Vd th respect to'said building or by reason of any covenants contained in said conveyance, and, WHEREAS said Parties have agreed and determined to figally' settle all differences between them with respect to said property and thelr`respedtive rights and obliCatione in connection therewith, NOW, TH1IIiF.FORE, the Party of the First Part, for and in consid- oration.of the promisee and of the sum of One 'Thousand , 2#000L00 Dollare..,:4 } , r `• ,yam; dl 4:...1t., :ri•�'�� '�lw�i� . .._ ..�...h Z Ce LLd W UJ C=) Z CL� UJ LX �0_ 5. ca RELPJItg ARD QIII Tom IY a.•.• THIS INDENTURE OF n: RELEASE AND QIIITCLII]f made this day of M: • 1954, between CLpARWATER ISLAND BRIDGE COMPANY, a corpo- +' ration•duly incorporated and existing under and by virtue of the laws of the state of Florida, Party of the First Part, and CITY OF CLEAR- WATER, A municipal corporation situated in the Comity of Pinellas and State of Florida, Party of the Second Part, Witnesseth that WBRREAS, on the 17th day of May, 1917, the maid Party of the First Part, by its warranty deed duly executed and delivered and re- corded in the Public Records of Pinellas County, Florida, in Dead Book 57, Page 195, conveyed to the Party of the Second Part a certain tract of land therein described subject to certain mutual covenants and conditions contained in said deed, one .+f said covenants reserv- ing to the Party of the First Part the right to erect and maintain a certain building upon maid property for a period of twenty -five years from the date of said deed,. and'. WHEREAS the Party of'the First Part has abandoned its use and occupancy, of said building, and said Parties having mutually agreed upon the terms and conditions whereby the Party of the First Part shall release unto the Party of the Second Part all its rights, claims or demands with respect to said building and lands under and by virtue of the covenants and conditions of the deed aforesaid, and whereby the Party of the Second Part shall release 'the Party of the First Part of all claims, rights or demands against the Party of the First Part Vd th respect to'said building or by reason of any covenants contained in said conveyance, and, WHEREAS said Parties have agreed and determined to figally' settle all differences between them with respect to said property and thelr`respedtive rights and obliCatione in connection therewith, NOW, TH1IIiF.FORE, the Party of the First Part, for and in consid- oration.of the promisee and of the sum of One 'Thousand , 2#000L00 Dollare..,:4 } , r `• ,yam; dl 4:...1t., :ri•�'�� '�lw�i� . .._ ..�...h .';1, ..... '1�'.. .. .. t; and other valuable considerations to it in hand paid by the Party of the Second Part, the receipt whereof is hereby acknowledged, does hereby forever waive, release, relinquish and remise unto said Party of the Second Part all rights reserved unto said Party of the First Part in and by the covenants,' and each of them, contained in the deed of con. veyance above described, and does hereby forever remise, release and quitclaim unto the Party of the Second Part, its successorE and assigns, all right, title, interest, claim and demands of the Party of the First Part in c.nd to the following described tract or parcel of land s±tusta, lying and being in,the County of Pinellas, State of Florida, to -vi t; Beginning on the shore of the Gulf of 1,ezico at a point where the North lino of the tract of land desinated as "Clearwater City Park" on a plat of Clearwater Beach as the sa.Te is recorded_ in Plat Book 5, Page 2 of the Public Records of Pinellas County, Florida, if pro. 1 -onged West would intersect said Gulf shore, thence run Southerly along said shore line Four Hundred (400) feet; thence East parallel to the North line of said "Clearwater City Park" to the waters of Clearwater Bay as of the 17th day of Vey, 1017; thence Northeasterly along Clearwater Bad to a point where said line would Intersect the North line of said "Clearwater City Park" if prolonged East; thence west to the point of ire• °lnninr;.tggether with all lnnfls 1vinR between TO RAVE AND 'TO HOLD *the same, together with all and singular the appurtenances thereunto belonginL or in anywise appertaining, and ell, the estate, right, title, interest and claia:s whatscever of the Party of the First Part, either in law or equity, to the only proper use, benefit and behoof of the Party of the Second Part, its successors and assigns. LU fLIJ N q CNJ C� r L _{ C\2 i G rx W_ .';1, ..... '1�'.. .. .. t; and other valuable considerations to it in hand paid by the Party of the Second Part, the receipt whereof is hereby acknowledged, does hereby forever waive, release, relinquish and remise unto said Party of the Second Part all rights reserved unto said Party of the First Part in and by the covenants,' and each of them, contained in the deed of con. veyance above described, and does hereby forever remise, release and quitclaim unto the Party of the Second Part, its successorE and assigns, all right, title, interest, claim and demands of the Party of the First Part in c.nd to the following described tract or parcel of land s±tusta, lying and being in,the County of Pinellas, State of Florida, to -vi t; Beginning on the shore of the Gulf of 1,ezico at a point where the North lino of the tract of land desinated as "Clearwater City Park" on a plat of Clearwater Beach as the sa.Te is recorded_ in Plat Book 5, Page 2 of the Public Records of Pinellas County, Florida, if pro. 1 -onged West would intersect said Gulf shore, thence run Southerly along said shore line Four Hundred (400) feet; thence East parallel to the North line of said "Clearwater City Park" to the waters of Clearwater Bay as of the 17th day of Vey, 1017; thence Northeasterly along Clearwater Bad to a point where said line would Intersect the North line of said "Clearwater City Park" if prolonged East; thence west to the point of ire• °lnninr;.tggether with all lnnfls 1vinR between TO RAVE AND 'TO HOLD *the same, together with all and singular the appurtenances thereunto belonginL or in anywise appertaining, and ell, the estate, right, title, interest and claia:s whatscever of the Party of the First Part, either in law or equity, to the only proper use, benefit and behoof of the Party of the Second Part, its successors and assigns. °3 ✓:�.yh+l•16•:::;- #r_�4*...z. �E .:.Sm.erCal.;ec. �::ar_u- -a�x_ o® 706 �a389 THIS DEED shall operate to release the Party of the First Part t. Srom.w411 rights of action, clatna or demands that the Party of the Second Part may have or might hereafter have against the Party of the First Part in connection with said property, or any part thereof, either by virtue of Wry condition or covenant contained in the deed First afore- said, or by virtue of the use and occupancy of said property by the Party of•the First Part, or otherwise. IN WITTIESS WM REOF the Party of the First Part has caused these presents to be executed by its President, attested by its Secretary,and the seal of said corporation to be hereto affixed the day and year first above written. C1,::ARWAT1 -R ISIMM BRIDGE COtiPANY. By Secrotary President wi SEALED & DELIV�m in - ••'�ltVdi -btSe pre ce of: a r STATE OF FLO MA COUNTY OF PINELLAS ) I HEREBY CERTIFY tha barer me, the undersigned augor�ty epersonally appeared this day %3 S and ��// � , to me well kno vn`ioTe - e rea an and the cue reiary, re ec ve , of Clearwater Island Bridge Company, a corpo ration, and who executed the foregoing instrument on behalf of and in the name of said corporation, and who severally acknowledged that they - so executed said instrument for the uses and purposds therein expressed, and that the seal thereto attached is the genuine corporate seal of said corporation, and was affixed thereto by. its said Secretary, IN Wirr"ESS WHEREOF I have hereunto set my hand and affiedjiy►- 0;icial teal at %�.�,� f >�.,;t.,• , �e /s.. l� this l�a� •f . ,193. ;;::••max;: o Votary Public State of Florida at Large. My Commission expires IF36 ' � ru r. °3 ✓:�.yh+l•16•:::;- #r_�4*...z. �E .:.Sm.erCal.;ec. �::ar_u- -a�x_ o® 706 �a389 THIS DEED shall operate to release the Party of the First Part t. Srom.w411 rights of action, clatna or demands that the Party of the Second Part may have or might hereafter have against the Party of the First Part in connection with said property, or any part thereof, either by virtue of Wry condition or covenant contained in the deed First afore- said, or by virtue of the use and occupancy of said property by the Party of•the First Part, or otherwise. IN WITTIESS WM REOF the Party of the First Part has caused these presents to be executed by its President, attested by its Secretary,and the seal of said corporation to be hereto affixed the day and year first above written. C1,::ARWAT1 -R ISIMM BRIDGE COtiPANY. By Secrotary President wi SEALED & DELIV�m in - ••'�ltVdi -btSe pre ce of: a r STATE OF FLO MA COUNTY OF PINELLAS ) I HEREBY CERTIFY tha barer me, the undersigned augor�ty epersonally appeared this day %3 S and ��// � , to me well kno vn`ioTe - e rea an and the cue reiary, re ec ve , of Clearwater Island Bridge Company, a corpo ration, and who executed the foregoing instrument on behalf of and in the name of said corporation, and who severally acknowledged that they - so executed said instrument for the uses and purposds therein expressed, and that the seal thereto attached is the genuine corporate seal of said corporation, and was affixed thereto by. its said Secretary, IN Wirr"ESS WHEREOF I have hereunto set my hand and affiedjiy►- 0;icial teal at %�.�,� f >�.,;t.,• , �e /s.. l� this l�a� •f . ,193. ;;::••max;: o Votary Public State of Florida at Large. My Commission expires IF36 ' ••...� ^.. ^:.,.^;•.'.:;.'..,: ^: :}:�N:.�..F.: «..Y.'s�'w= �:^:':: ;'^. «T.-.:? =:, ".S_ "ivy.'. -+'-'b i aEa 7Q6 X390 r.: STATE OF FLORIDA ) COUNTY OF PINELLAS ) The foregoing deed of release and quitclaim is hereby accepted by the City of Clearwater, and said City shall be bound by all releases and conditions on its part therein con- tained. IN WITNESS wFEREOF the City of Clearwater has caused. this acceptance to be signed by its City Auditor & Clerk and City Manager and countersigned by its Mayor-Commie-- sioner, and the seal of avid City hereto attached, this �l day of October, A.D. 1934. CITY OF LEAR:SATER, FLORIDA. Countersigned by; By �AllN -mow b t Augi erk Mayo= - Commissioner City Manager STATE OF FLORIDA ) COUNTY OF PINELLAS ) I HEREBY CERTIFY that before me, the under- signed authority, this day ?ersonaiiy appeared J.E. Satterfield, A.O. Nichols and E.E. Baskin, respectively the City Auditor & Clerk, the City Manager and the Mayor - Commissioner of the City of Clearwater, Florida, a municipal corporation, to me well known to be the parties who executed the foregoing acceptance on behalf of and in the name of said City, and severally acknow- ledged that they so executed said acceptance for the uses and Purposes therein expressed, and that the seal thereto attached Is the genuine corporate seal of said City, and was affixed thereto by its Baia City Auditor & Clerk. IN WITI7ESS THEREOF I have hereunto set my hand and official seal at Clearwater, said County and State, this <L day of October, A.D. 1934. -:�I " 0. _ Notary Public State Fla, at Large. +:3�t�' •., My Commission expires .............. �.. F,U W _ :•` �_ Rdxy PuWk Sble of Florida A Lama Lin : V ; `,. • [, c - —4— MY Camission [rDillt 5n0.27. 19$0 �1 E p j iu�tY1��� flLFn (nom} /qc*• AT •a4t>rN THE BOOK GGI Y? L 'i ur.0 NOTED ABOVE K 8. O'QUINN, CLERK Of iME GRCWT COURT. PINQIA9 CO:. pLMO4 W k LU Uj Zm C= od C=, ;�: -, � .4r Ey La dr) 0 = LL- Z 0 5P 0 DEED 706 FtG[3853 ebto Rbenture, Made of---Octabe .4. D. iqZ_�, BETWEEN - /Fe L.`.'SKINNER, _as Trustee, ------------------------- of the County of--Pimel I q a and State of—F-1Qx1d6,--and --- F,---T,---- ROUX I joined by his wife, NETTIE ROUX, of Polk County Florida !a1t-.J-esof the fisi-pa'rt, and--THE--C.ITV--OF --C1XARWATFR. a municipal corporation, 'of the County of- Pinellas Florida - ---- --- - ---------------- part----Y-- of the second part, Mjtnc.55rtb,That the said parties-- of the first part, for and in consideration a, the sum of ONZ (.41,() - - =- - - a) DOLLAR - - - - - - - - - - - - - - in hand paid by. the said part-_y_ of the second part, the receipt whereof is hereby acknowledged, ha-VB- remised, reMased and quit-claimed, and by these presents do— remise, release and quit- 71.s claim unto the said part--.,V- of the second part, and- I x a as forever, all the right, title, interest, claim and demand which the said parti-e-EL of the first part ha--te-- in and to ' the following described lot-a-, pie-ce--a-- or parcels of land, situate, lying and being in the County Ii 1. is it of ------ State of--- 'Florida to-wit: Beginning on the shore of the Gulf of Mexico at a,point where the North line of the tract ofi land designated as "Clearwater City Park" a-a the sa Is r poorded in Plat Book --- ---- mla- pub 0&1nf�-, Florida, Fl-di pro- 5, Page 2 of the lie Recor&_6 s would intersect said Gulf shore, thence run Southerly along said shore line Four Hundred to the North line of said "Clearwater City Park" to the waters Of is - --------- ---J4`ort-1i--- Northeasterly Clearwater Bay as of the 17th day of May, 1917; thence eas intersect the North line of said "Clearwater City Park" if prolonged East; thence West to the with lands lying bet- ogether it all _pp�jRtqf __j?if!gApqLing_;t ween the North and South lines of said rac ex en e Eas ward-ly-to the Channel of Clearwater Harbor - together with all riparian rights. - — - - ---- - - -- — -------------- — - - - - ------------- — ------------ - - ----------------- Co I)f1be OWD to U)01U the sat-, together with. all and singular the appurtenances, there -' unto belonging or in anywise appertaining, and all the estate, right, title, interest and claim what- soever of the said part-i.eq of the first part, either in law or equity, to the only Proper use, benefit successors and behoof of the said part-y- of the second part,-itz ---------- X= and (ISSIgIZZ; f07TVC7'. In Maim fflbercof, The said parties.- of the first part haTe- hereunto set-- hand.-S.- and seal4 the day and year first above written. Signed, se and delivered in presence of:' - ----- ------ - - ------ (Sea 1) ThU T - — ----------- - -------- C- - - - -- (Seal) WITNESSES ,&ECUTION BY F. L. SKINNER, AMRUSTEE, AND E. T. (SFAL) ROUX - 11THESSM TO WN BY RiCTTiE ROUX. 7. 52 ED b 9X LAJ A1r_V f— 0 tv Ct ;r .0 OEED 706 PAG£38() �ttlte of _____ FLORIDA _ _ _ Camp of_ _ - - - - ]) R)erebp CeItffg, That on this day personally appeared before me, an officer duly a,atharized to administer oaths and take acknowledgments, _ E. T. ROUX AND NET TIE ROUX1_HI3 WIFE, - — - — - - -------- ---------------- - — -- - - - -- — — - -- - - - -_ to me well known to be the person --- B_ described in and who executed the foregoing instrument and s _____eaCh___- acknowledged before me that:__ th.ey____— _executed the same freely and voluntarily for the purposes therein expressed. anb A Jr-urtber QCertffp, That the said______ NETTIE__ ROUXl-____ known to me to be the wife of the said ------ E. T._ ROUX, _____ _ on a separate and private examination, taken and made by and before me; separately and apart from, her said husband, did acknowledge that she executed said instrument freely and voluntarily i and without any compulsion, constraint, apprehension or fear of or from her said husband. j i Mitneoo my hand and official seal at____BartOW_,___ OridE}L -__ - County of - -P4� ka - -- - ''= -r— and State of - - - -- this--- - - - - -- - ---- --- - - - - -- -day of ------------ Gctober_ ---- - ---- -- - - - - - - -- - � � [ ' ►� t/ l '� (Seal) �� �- `ZL - - -- 1 NOTARY PUBLIC IN AND FOR THE STATE OF__FLQRIDA AT__LARGE. - - - MY COMM. EXPIRES: � % 93�" L T ' m rn np P + + o i v nX\ -/1 [i T _ Iw •M I l m a °_ G i LU CID rq o C) :z y �. LJ- ri O H 0 rn m C Z r r^ H 9 k_� m , Q : . --I O t i -. - to -. � .. A • . u �•— � 7d O O S I •� _ H CD 'r + M Z r t o C!] t} c m „ O� r- 7c 1 E3 1 , x �.7 z. - -STA � E-OF`- FLORTIT�", " „` zr.'” yap,'."""''." .°,x'..a,�a����- :•t�rr- ;x.�s -, ►••s�s- '�- •s,�,-- ^*- •'�"'�`�- ^,-p COUNTY OF HILLSBOROUGH..: i I, the undersigned authority, DO HEREBY CERTIFY,•that on this the `4th day of October, A. D. 1934, before me personally appeared F. L. SKINNER, as Trustee, to me well known to be the same person of that name des -'•_� i cribed in and who executed the foregoing Quit -Claim Deed as Trustee,.: abkhowledged to me -that he did freely and voluntarily execute the same for- the-uaee And-purposea therein expressed. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my official seal, this the day and'y}e- p arket abofge'wr tten.' FLORIDA AT LARGE pis .- y - '•a'" • a 2 MY COMM. EXPIRES: ��,��, n:.ti Z r n:.ti THIS INDENTURE Made this 17th day of Jday, A. D. 1917, between the C.LEARIJATER ISLAINT BRIDGE C014 ANY, a Corporation duly incorporated under and by virtue of the laws of the State of Florida, and having its principal of-,-'ice and place of business in the City of Tampa, Hillsborough County, State of Florida,. party of the first part, and the CITY OF CLEARWATER, a Municipal'. Corporation, situated in Pinellas County, State of Florida, party of the second part; WITNESSETH: That the said party of the first part, for and in consideration of the sum of TMT THOUSAND ($10,000) DOLLARS lawful money of the United States of America to it in hand paid by the said party of the second part, the receipt whereof is:,- .hereby acknowledged, has granted, bargained and sold to the said.- party of the second part, its successors and assigns forever, the. following described lot, tract or parcel, of land situated, lying or being in the County of Pinellas and State of Florida, to-wit: BEGINNING on the shore of the Gulf of Mexico at . a point where the North line of the tract of land designated as "Clearwater City Park" on a plat of Clearwater Beach as the same is recorded in the land Records of Pinellas County, Florid, if prolonged West would intersect said Gulf shore; thence run southerly along said. L shore line Four Hundred (400) feet; thence East parallel to the North line of said "Clearwater City Park" to the waters of Clear- water. Bay; thence Northe4sterly along Clearwater Bay to a point Twenty-Five(25) feet distant measured at right angles from the center of a bridge no;v located and constructed by the Clearwater .Island Bridge Company', thence northwesterly along a curved line Twenty-Five (25) feet from the center of said bridge to a point on the N:)rth line of said "Clearwater City Park" extended east- waxdly; V once Nest to the point of beginning. Together with all rLpaxian rights. Z LLA LLJ C= ID 1 C=) CQ W &Lj � (D b C\j C3 0 O ne LL, go THIS INDENTURE Made this 17th day of Jday, A. D. 1917, between the C.LEARIJATER ISLAINT BRIDGE C014 ANY, a Corporation duly incorporated under and by virtue of the laws of the State of Florida, and having its principal of-,-'ice and place of business in the City of Tampa, Hillsborough County, State of Florida,. party of the first part, and the CITY OF CLEARWATER, a Municipal'. Corporation, situated in Pinellas County, State of Florida, party of the second part; WITNESSETH: That the said party of the first part, for and in consideration of the sum of TMT THOUSAND ($10,000) DOLLARS lawful money of the United States of America to it in hand paid by the said party of the second part, the receipt whereof is:,- .hereby acknowledged, has granted, bargained and sold to the said.- party of the second part, its successors and assigns forever, the. following described lot, tract or parcel, of land situated, lying or being in the County of Pinellas and State of Florida, to-wit: BEGINNING on the shore of the Gulf of Mexico at . a point where the North line of the tract of land designated as "Clearwater City Park" on a plat of Clearwater Beach as the same is recorded in the land Records of Pinellas County, Florid, if prolonged West would intersect said Gulf shore; thence run southerly along said. L shore line Four Hundred (400) feet; thence East parallel to the North line of said "Clearwater City Park" to the waters of Clear- water. Bay; thence Northe4sterly along Clearwater Bay to a point Twenty-Five(25) feet distant measured at right angles from the center of a bridge no;v located and constructed by the Clearwater .Island Bridge Company', thence northwesterly along a curved line Twenty-Five (25) feet from the center of said bridge to a point on the N:)rth line of said "Clearwater City Park" extended east- waxdly; V once Nest to the point of beginning. Together with all rLpaxian rights. And the said party of the first part does hereby fully warrant the title to said land and will defend the same against the lawful claims of all perEons whomsoever., This conveyance is made and accepted subject to the following covenants and conditions, to -wit: 1. That said property shall be used by the City of Clearwater for public park purposes only. 2. That no concessions for the sale of refreshments or amusements shall be made by the City on said property except with the joint consent of the grantor, its successors or assigns, in writing. 3. That the said property shall not be sold or conveyed by the City to any one except the party of the first part, its successors or assigns. 4. Taat the City of Clearwater shall not make any charges for the use of any bath houses that it may erect on said property. 5. That the party of the first part, its successors or . assigns, hhall have the right to open through said park all streets necessary for it, its successors or assigns to open to properly subdivide and plat other lands owned by it or hereafter acquired by it, its successors or assigns, on Clearviter Sey. 6. That the streets shown on the recorded plat of Clear- D water Beach, reference to which is made in this deed, shall always t? remain open and be under the supervision and control of the party ^- the first of part, its successors or assigns. .. 7. ''Thai the party of tae first ypart, its successors of assigns shall have the right to operate a railroad on any street i or all streets through the said park and land hereby conveyed that it may-desire to use for that purpose, whether the streets be now f opened or hereafter opened through said park and land hereby conveyed. -2- 2 8. The party of the first part agrees to maintain such im- provements as it may make on the park and keep it in first class con& dition for the period of Twenty -Five (25) years, and to pave the streets in the park at the same time and with the same material as used in the paving of the other streets on said island by it. 9. All of the foregoing provisions in this deed shall e'x tend to and be in full force and effect for a period of Tweht y =Five (25) years from the date of this deed. 10. That the said party of the first part, its successors or assigns, shall and do have the right to erect and maintain on said property hereinbefore described, facing the Gulf of Mexico, a frame or concrete building, and operate therein a pavilion, bath rooms, re- freshment parlor and dining room, and charge for the use of the same, and shall at all times have free access thereto, on and over the prop- erty hereinbefore described, for a period of twenty -five (25) years from the date of this deed, and that at the expiration of said period, all improvements placed thereon by the.party of the iir St. part,.its successors or assigns, shall become the property of the City of Clear- water; said improvements to be erected according to plans and speci fications heretofore furnished the grantee. And in case the party it or its successors or assigns shall convey sail improvements to tl.e )arty of the second part or its Successors. -3- of the second part shall at any time during said period desire to t-• Z w purchase the improvements placed on said property, if the party of o the first part, its successors or assigns, and the said party of the N- ert La second part cannot agree upon the price therefor, then and.in that z ® event it shall be submitted to arbitration, the party of the first e -a FF part, its successors or assigns naming one arbitrator, and the party of the second _.part, its successors,. or assigns,naming. one arbitrator,_•. „__. and if the.two arbitrators no selected cannot agree on the price, then and in that event they shall select a third axbitxatox,L and the decision of the majority of said arbitrators shall be binding upon the parties hereto, their successors and assigns, and upon the payment of the award so made by the arbitrators to the party of the first part, it or its successors or assigns shall convey sail improvements to tl.e )arty of the second part or its Successors. -3- a IN WITNESS WHEREOF the said party of the first part has caused these presents to be executed in its name by its President, and its corporate seal to be affixed, attested by its Secretary the day and year first above written. CLEAX.71ATER ISL_4jTD BRIDGE COMPANY By (s) E. W. Parker ATTEST: President d' (s) Geo. R:' "Smoyer Secretary. (Corporate Seal) Signed, sealed & delivered in the Presence of: (s) M. G. Gibbons, (s) L. E. Johnson STATE OF FLORIDA ) "f COUNTY OF HILLSBOROUGH) I HEMBY CERTIFY That before me, the undersigned euihor- ity, personally appeared I.Y. E. Parker and G. R. Smoyer, to me well known to be the President and Secretary of the Clearwater Island Bridge Company, a Corporation, and who executed the foregoing F� s instrument on behalf of and in the name of "said Corporation, .and ..;r who severally acknowledged that they so executed said instrument . on behalf of and in the name-of said.Corporation by the authority of its Bonrd of Directors for the uses and purposes therein men - tioned, and that the seal thereto attached is the genuine corporate seal of said corporation, and was affixed thereto by its'said Secretary. IN WITNESS VMREOF I have hereunto set my hand and affixed my official seal this 17th day of May, A. D. 1917. s Z: E 'Johnson . - .. . Notary Public (Notary Seal) Icy Commission Expires Apr. 5th, 1921. ORIGINAL RECENED 02 2001 CITY OF CLEARWAT& r INDEX OF PLANS SHEET NO. DESCRIPTION OF SHEET 1 COVER Councilmember BOUNDARY SURVEY 2 SPECIFICATIONS 3 DEMOLITION/DETAILS 4 SITE PLAN A -1.1 FLOOR PLAN A -2.1 EXTERIOR ELEVATIONS A -2.2 EXTERIOR ELEVATIONS LA -1 LANDSCAPE PLAN LA -2 TREE SURVEY LL 0 ORIGINAL RECEVE® 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ?x1Tq f At } - A i o� a U Parks & Recreation Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 CLEARWA TER BEACH / LIBRARY RECREA T /ON CONSOL /DA T /ON FOWLER ASSOCIATES ARCHITECTS, INC. N° ,71 —law RM Sect 5, Twn 295, Rng 15E Project No. 07- 0044 —PR Project Location OF�`p�" I Of i yF Qi VM TER �a�� FORP�OV CITY OFFICIALS Frank Hibbard Mayor Seat 1 John Doran Councilmember Seat 2 George N. Cretekos Councilmember Seat 3 Carlen Petersen Councilmember Seat 4 Paul F. Gibson Councilmember Seat 5 William B. Horne II City Manager Kevin E. Dunbar Director Parks & Recreation Dept. Michael D. Quillen, P.E. City Engineer Approved By Date Approved; ., Plan Set No. ZZ a Q C 2 N..99 I I ORIGINAL REC'EVE® KY 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATEP I� I N 2 19 I , _(CIEAFMAT R STR FT 1. Mks � - . .. 999•.3463 W 89. - . s1 IT 11 ]T SS 11 Louth" Lug. is Lee), lnaln a tY. �Iekl41, e.wrlMe BAY B9lnn�6 a the xottMeet' L�IL xLLI LL ., r ere. LeeL i L.eue ata. orc a:: W.—V. oo.io re Poi�oteegMqen. geavriv�c- of -x.r of w a.� Av.Lwaweeaey ' e 01� h.ne. e[ lenp'e 90].13 [. leg eoxtn r'9 - et -r.Y ei eeY l.i.e. Icl..rxet.r ..clf tMne. e ]1'IS•L ]O}. 1) 1= 6t t .ne. 81f•)1']S•x 'G.72 tMke pe•TD'!1•L (..t� tonne. x..tirl bngN 'M ta.t, /rem pnvleu�iy a•tcelD.lOeppeLeints tMnW�811�16• })�x0] - .11 [..! •loi. • urt. to tM l.ft, cMCe ),IB lut, - - r elu. It.0 et ctMnea el•S}']I'x ]0). SI ra.l1 cMro. 619']1'])'x )Tl.fl (..[1 New. 8I!•S6'H•x ]f.71 [..[ .. onv . Der.. b tM lert, there n.]) e..cN wlo. Is iwa tntDC. sx•]rn'x ]l.i` r. tn.nt. ei•v'srx - p1.6� tw e�llny tM WrN m of •ntor.t.le.)OS 9 to LM OI (V a Lxi1ti. _ tlu .itr/p1cmr`ity][M tM L [vey repr..,n[w Mretn me0t., �I . Mr.en tMC t�rD .ree�etwLLe � «nom Vk � t7p - rM Y perm _ ORIGNAL RECOVED 02 2007 PLANNING 0PAqTMEjq, CITY OF CLEARWATER' ,It-.1 mn%=.11ff= -.NN Mr.rj_41= 1111 M. =-My 111=4r A "I �A- U=Z. 2 RM M7_ ♦ MM 1A pxun s X 7 r LUM. W 1., 1-17 WT M T IT NMI .IT C 11111: % -A=1=1:_1=__. MM.4.. _X. A- A- 11 0 v .Zr 1%.11 1111 1 A, Nr T_ T_ T_ T 9.1=1 :11T_111 I IWI T IMM 111 111 Co� gg. �T =M1=Z�&'1GWZZ2W U6 11. MUIA*- 1 11 ly 'IQ I UD*.V-' IU= =14- 1.111r. Trl- I-- =1 11=7 X T-- 1=_1 _ Wyr,�p E M- w 7z ZT,=A T. L -T M-1 1:0MI&I rN. K IE *1 ==I.' w pmmw m n IM ir. T T PAX T ,lam, s».wl m A1.1 11 L M, V K U;"T.-' V9 _ALI w MIM XZZ rl =8 yj. MV WMMMMV TO 17 MZ7 _T T, ul 2.19=1_1=1=01 :1_11 6M_•,n,..• r' 1W Ar 2�?,A;r X=M D,1.%��- D. -T 11 M P W Q =MIT=1=21 ISTV r P- =111 PA- Mrl&�l 'AJ51%g T 19:1"4 ORIGNAL RECOVED 02 2007 PLANNING 0PAqTMEjq, CITY OF CLEARWATER' ,It-.1 -Y APPROM) T;I) A-4n u.. Pb. .1 F. Oy -1 (T.) J ftbi, M 0-d m omw Eno. HYDRANT SETTING xolES TAPPING SLEEVE & 1. NI - Nydrmb 1. 1 Ile V.- -1 VALV5 IT CITI z - f .1 . Jetli . - bleu.. __=- 5 �Vk�l 10TUg� Y�A- K E n MA. S �T .MIX, _11MIM 1..11q 11 %=1 %A4r1%rKJ= :=OZMM� CLTIJ I..ZW 1- IT17 I TW"Z1.=XX1_ MMIM7=1 I-AMM'M fo RECORD DRAWINGS rff OF CLEMWATER. FLORIDA CLEARWATER BEACH /LIBRARY I-- ' I-- RAMA'gALrM I_07PR • _E cl RECREATION CONSOLIDATION NONE 2 Of 4 PARIS & RECREATION DEPT. cD �uELAAgsoc'ATEs 100 S. Myrtle Ave. _:L '® cleerweler. Fi SPECIFICATIONS :n:;y • z z T1 ORIGINAL RECEEVED QV 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER PROPOSED EIIST(NG LEGEND �GE�D L3 sm!%– — – — 'JA% paat !R mmm vm� mss SILT J`ENCF APPLICATIONS x U R. mm mm ASPHALT PAVEMENT DETAIL` I 14 QRFFN BARRIER DZIL —nm rS vv. TYPE SI- N. tr �-c SILT R TSCREEN 'apA BARRIER OF BAY ESPLANADE --- ----- A A dK-. A TYPICAL DRIVEWAY CROSS SECTION PLAN I LAN VIEW ot 7 7, L .12 6 k SECTION A-A SECTION B-B 1110, ----------- —I— SMEWALK Ti- I CIC 'TRI)C'. AN _%AMP DUAL wu 4• D.m n N1 It------ L - — ------- - , v'r NOTES: VERTICAL CURB L ------ i TYPICAL CURB CROSS Ac-11o's- —ZED NOM' .01 Arr, b 1h• '" My 6"— 'e.w%. —1. Im RECORD D ACH LIBRARY I�wl.Nos OF c A R FLORIDA FWRIDA ma, NDNE �=E L 'ASSOCIATES CLEARWATER 5- AM & R Q5 L.�. EAT] N DEPT. ON RECREATION CONSOLIDATION 100 S. Myrtle A— DEMOLITION / DETAILS Clearwater, n 33789 ORIGINAL RECOEVED .Itl 0 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER P SITE DATA TABLE: aFAxwATER BFAC71 REEREATON CENTER S A E. ER R F A gF A -a aHL ENGINEER MYare� alY Oi' CLEAR -TER OENEL & ASS -ATES PARKS & RECREATION DEPARTMENT 1615 EAST Al B ORIVE. — 21 P.O. Sox 1718 CLEARwATER, RCAIDA 33764 CIEARWATER, RORIOA JJI58-1718 ()27) 822 -1151 -TEL TELEPHME / (727) 563 -1800 (727) 821- 7255 -fA% Ax a (727) 562-1823 PDSED EN cea�.•w PTORO.ccT AaEA AREA RY & stE OAT.' 8,39QB�Y(25.9X) 9,7JPg�55 (30. TOTAL ASPHALT /CONC/SHELL AREA - 11,721 SF((36 -)) 9,771 TOTAL GREENXAREAAREA - 5 1(}y i.. ..,•. w-,o. • tl .- .v- we ®.,ue wm ZGNING:� -A XR RECREATION ANO LIBRARY N PJtL 05/29/15/p000p/330/0100 Te. r91 PABCFI A F. 3.20 ACRES M.O.L PA9 NYVYIER OE H.C._RARKIYGSC&fSMBEi9F. H.Q._RARKINGSEA�.5MPEa 0[ H�C�_ _ j� 111 A4>t u .0 1 • 11 I - -NII 11 I 1 11 I n J W µ.- 1 •- 1 . n II II I -ryr IL_ P'llg � gll SITE DATA TABLE: aFAxwATER BFAC71 REEREATON CENTER S A E. ER R F A gF A -a aHL ENGINEER MYare� alY Oi' CLEAR -TER OENEL & ASS -ATES PARKS & RECREATION DEPARTMENT 1615 EAST Al B ORIVE. — 21 P.O. Sox 1718 CLEARwATER, RCAIDA 33764 CIEARWATER, RORIOA JJI58-1718 ()27) 822 -1151 -TEL TELEPHME / (727) 563 -1800 (727) 821- 7255 -fA% Ax a (727) 562-1823 8000 zaNE E (EL]11) YAP EL Na, 1210 LV102G RETnSED Y.AP: O9 -DJ -OJ PTORO.ccT AaEA AREA RY & stE OAT.' 8,39QB�Y(25.9X) 9,7JPg�55 (30. TOTAL ASPHALT /CONC/SHELL AREA - 11,721 SF((36 -)) 9,771 TOTAL GREENXAREAAREA - SSFF((30. 7 p216 SE(021 X) 19.58 ST(]9. TOTAL PRO•ECT AREA - 32.3(95 EF (0.71 AC) ZGNING:� -A XR RECREATION ANO LIBRARY PJtL 05/29/15/p000p/330/0100 onor. PABCFI A F. 3.20 ACRES M.O.L PA9 NYVYIER OE H.C._RARKIYGSC&fSMBEi9F. H.Q._RARKINGSEA�.5MPEa 0[ H�C�_ _ MOM 32 HC C 1x1 X PAR. cp' JO FT c30 F 0.06 0.0 0.55 0.5 EAST 205' 32.96 >1.92 m II I ;n 1 .•^ g• u 1 • 11 1/1 J uHu ..ul .a° 1 • 1 u WS nIE um r ® 1 -e0D- 132 -A7RI I w 11 D Yr •u n ecAIL: 1• - e0' III ZZ 11 11 �1 ❑1� 1 11 m r .,,µ.0 1 '1 -311 1•T • 11 11 1 �Lyy I1 ru Tr° jll ___jJ � 11 1.11 • 11 . 101 �i __A =ww3x__ � �µd'° - •u,{� _�_r- 4.Y1111 Aw BAY ESPLANADE 3 m „• "'e 11 1�F -'•+ _ rovn ASPruErpa.c 'A" 1 •„\, ry -� T �' ____ _ covsr Manua Ae'r• J ----- -__ A �„ -rA- ELI - -.J )t{ ran.• '—' -_ -Y�_`r mr 'Ie'fI'y ; I ivsu ar a )ARYAC g swr (°� I •u •u I_' ' /�irl SfM AAD V.ILIeY a•AO• .M, y�� z1P,C1U 11L 1 ... ... .AV .m \iCNVR f•• .. i d'A9 (Br Crri ��i^'L "rM.['. °. °. I I ... .0 IXwSr r• � rill G6 . •m • i � � m. no..wN m.t ... � cwsr saer.756r °. e * � , s � 1� i I�i.• I �>� �r � 1 -larll 1`�J FF. LIN MN jl u u r . i I a»sr S' C12VC NAIY I \ 1 i .0 .0 I ul u 11 �9 4 I • �• • ©�!��j��JJY1 ____________ a- eJ tig- d'd" -- �_� J r3•N� \ \u �__ ______� /�i1Y�n1 �F�Im rl�F{_..�. C. 1 y y •f �..__- ______ -_- +'4r 4 / r�iif`+1�lie"�Irr / 11 {� 3- u'•ita.'_ f 1 lr I I - _ --•P _bn I I �� n,, i IYEe 1i M1p � i�. - _- %- _ > <__�,__ -_�� ��_ °�'i��_::r_,!` -`� •.�- __,•,,� avcN.r`"- '"�Yrl A _f ...IXQrI 11 to -' _�._- 1\ ``�°Q/ -_X4 -- •fYA.1i1 _ I 1 I \\ � 1 d 11 - ==•�'� '° X,r/lr1'Ar r- �I I rte• 1 . -.To I 1 -_T`y1 Illw _ - +•¢_'1ffi - -.0 L___JI LYW57Tp:xA6Y I,:.'1 u% �/ e.. II /�ixl \\ 11 ®li mvsrALF. T'' -1• I YA)sr YlpG' 'aA � 1 L_J L I / mtl _iy ________ __ �__ I 1 v 1 111 eaar_os[o i 7 PHBQ5E0 CITY OF CLEARWATEK FIARD)A DEUEL PARKS & RECREATION DEPT. Y 100 S. Myrtle Ave. Cle —ter, Fl 53766 Ir .pI IIFCX �0 1 u•11 Fop EVIEW i : Y«1Lwl W OawiOln Y " Flnna° YslO1ee.°n—m1.'eea&16ie1.-., N.AU 6]-Yi nnlm MI.t zu,. 1M V-ibY pMum b M° nw PtY B•rtivnak ml-wM, N.AV.p. 1066 ::IATES CLEARWATER BEACH / LIBRARY HOME RECREATION CONSOLIDATION --1 -�• SITE PLAN / CSWM PLAN ego e�om onor. n�o ono ono CITY OF CLEARWATEK FIARD)A DEUEL PARKS & RECREATION DEPT. Y 100 S. Myrtle Ave. Cle —ter, Fl 53766 Ir .pI IIFCX �0 1 u•11 Fop EVIEW i : Y«1Lwl W OawiOln Y " Flnna° YslO1ee.°n—m1.'eea&16ie1.-., N.AU 6]-Yi nnlm MI.t zu,. 1M V-ibY pMum b M° nw PtY B•rtivnak ml-wM, N.AV.p. 1066 ::IATES CLEARWATER BEACH / LIBRARY HOME RECREATION CONSOLIDATION --1 -�• SITE PLAN / CSWM PLAN 'V IC 1�711VNL, REC ,VE® E Y 02 2007 PLANNING DEPARTMENT CITY OF CL EARWATER Rad Lme NGH C.H.U. CAP 1 - - I Y 9 i I EXISTS, A/C i \ — I I �----- — — — — — I, - — — / l - -` Hf 20' : �I roAV�n4ul -- j----- -, - - {\ -Q I- ..--------- - - -�1} /l w I Cadrd \ \ O --4ll / / Multi-Purpose Room / ter •I. / I { Q ,eEto49i Nil \ T orlice L !. u T A ��7 1 Social ( I I 1 I I l Hell ¢ I I n.404 .0 aGeag 111. N� Halhag 11 ? 1 i - Elect. °°! tae i 1 r+ LS' -9A'. 11-6 = 52 �OJ - T T - _ T -F -- + - - - + -_ -t _ _ _ 1 I ti 'CUBBY' I I� a, I rAtTERNf�Ff�t — REHdVE AND REPLACE EXISTING FLOOR - - - - -- - - - -- — .J— z__ z_ z _ t i _ _ _ - -1 1 ' 11�E ®/ 41 Zr I/10 OUA uTZ TILE C hcd I (' .OiE .AO Nrat a Dent W be rwn,Ned 1 I . �I rlunaaa/ I --------- I tes W fee Lynda lUeii j Rooml I iRam - +- - - + - -- J lowIr l - J Social' €� - .Hell .. �} A` I- ITL_ --T-- T T-- T i. r��nn - f` J l� II,B3N.I.l _ +. .�11 "� "_ c �t2 / f'� 1 i- 1 Al1ERNAiE p- y REPLACE EXIEMG STOREFRONT REPLACE B/ NEB GLA➢NG, N ANNG I BULKHEAD AS MDCAEED. 'L 7W Lme Hem glanng and storefront F I o o r P I a n P1cn NulN� ICALE !A!' • r-0• r-0' Leg e n Cl: Existing to be removed: Ou a 50 Existing to remain: - New Construction:. C.M.U.: 8 "x 8 "x 16 "masonry units - New construction: I 1 /2 "x 3 1/2" Metal studs b t dc. w/ I /2" gyp. wall'bd. bo sies.. - ,� l ORIGINAL REGWE® .22007 PLAN KING DEPP.RIMENT CITY OF CLEARWATER SOUTH ELEVATION,EAEE m), ORIGINAL RECEVED Cl 2 2007 PLAwNiNG DEPARIMENT CITY OF CLEARWATER i i i Il DS. 1plLC-4N4 ,-WeKo 2 2007 PLANNING DEPARIMEN1 CITY ONCLEARWATER T1 6 . CCnc --- --------- 4 . 11 cr, T --------- 41 1.. 4 C� — C, I '1 0 1 u 7110 -------- Z Z z Z z z ql� �2. E 1 0 n E� , (C3 CD (4 -------------- -------- —— 0 . f 3 F= I y t L r) >< 4,4 0 if 9 Air Ij u XI u It CD W 11 Io ........... .......... . (-D = F7— < N L'i or_, 8 ---------- 57< U LLJ LLJ 0 It ------ LL—j s 1 u 41 1 6 choinlink fence --4 0 z > 0. h Lu Lai -n, 11 w 0 C, IN: cl:� C) `Ul i u 1 .11 \ ", 0 Is 14 RECORD DRAWINGS CITY OF CLEARWATER, FLORIDA I. AN CREATION DEPARTMENT PARKS & RECREATION U-- "It Starts in Pa,ks" CALL UUCAL PUBLIC UnUT1 4CTllAl0N CEN!LR CLEARWATER BEACH REC CENTER PLANTING PLAN 4A N If RENSIgJ ,k GINAL Q5CEVED f 7 2 2097 PLAANiNG DEPARIMENT CITY OF CLEARWATER 2 B6 ® ®c�a ; 1 48 4 ,. -- �-- ==_;�__= ----_ - -_ -- 26g'k39�8 Onc ------------- 3&0 -� --�' � - -- handrail �__s- - - -- ----------=---- "----------------------- - - - - -- - - -- - - -- - - -- - - -- - - - -- ,\ ry y y a 0 y 16 -e._ a.B2 _________3.70_ 3.] 0. 5• coed walk �\ 6 0 h TM J �'-- --- - -- 5 x4.13 14 III 1'1 ---- -- --- __� __�_------ -` - - -- - -- - -- -y x4.68 k 47,4° -, � ,4° J •4.26� /i� 6• he�ge�� - WE 4.90 5- v 4.2 SCYai. ] i 14_____________ 14.67 4.59 1 n 11,1 2,• alg 28 4 ,2" - I I ry01 I,6 I1 x5 .13 d 49 -------------- - - - - -- - -- ------- 44--------- - - - - -3 " 12" 1 x5.g15h 0 g' 2• I 1 1'1 x4.21 x4.1 dre osphalt I l_A 11 iv 12" 1 63 26 14.12 I I It 3.99 x It 11 x 1.54 'll '111'1c, . 858 x4.41 ^4.63 J 10:•_ '6'nx ",\ �✓ x4.94 11 ` 14 151x4.54 - ( 4i "_60 _____ _________ .x- 9_____________ -_- -- _____ -�'�-�II II'11� O, I 9 1 1 6 - F ..e- LJ .1 "? 6• COnC W0114x "'!� 'I. fe- ______- I I I m _ --' -' 111 I - 214• .. coot x4.9. - basketball court x4.91 1 �_a___i" B 6 -- --O _;II �I F) 3" U BU 1 a,�4�U 1 bldg 0/H 1 �___� I fj II I ______ ` O B 1 I a -4.83 #9 �,l I( I F, 11 n r____________ x W. _ \ I - EF_ , �,'A 231 ,11 61 1 �(.�83 \i 'I 1 1'I x 1.68 bncl p.W.n Au+•erl w- ro+c.A �J' •• I 6 1 1 �3 x;39 x1.27 3.81x I x4.52 2° i N x.. 1 J i x 4.53 B B 1 eo 11 p � -13.87 _ 10 I - - -- 1 14.• 11 I ' r- ' 11 I i -1iE _1Elyj4 C " a. o3> F__________ ____-- ____________- Im I\ _- _- ________ ,� walk j coot 21 B _ Jyxq.B� a l '16 '1111 e- I an roil ka.24 lconc \\ 6 i "6ry - -- "ryry 5' ConC walk -- 1Aq__ 1� xI.84 x4.691 4.9.5.0 &r'�1411 I \ 1 4.35 -- 6 -- -.374 914" 55 ; 63.9 9 x3.80 // "� b , 2 .85 ua i iii � 113 x1111 1- 7- I 1 p I I `F x3.47; - ¢ d - loL D he . 24 0 4.5D I _ - -3. 01 \e 0_ 5o - `` __ -33.59 � 479 1g 9 I I _ _6 . _•\ � _-.\ � - - - -- �-- y a3 ;' \- � 59 x2.78 `9M51•h0` a }%.OP 74 --� j ,1 k I 12" I1 ' II x4.53 - - 2 " l 15 1 x4.04 D O.. I 1 9 1 -- 58 ` 63 / - j a.�a8 1 12" ® a.JSxt B 6 I 1 0 11 73 � 1 I I 16 1 I I - - - -- - - -- - --- -ws3a" 67 12 BU 4Q -- -,114 - - --- �k F ,11 2 1 11 r- 1011 - 111 BU 4 OC 11,1'10 4AL1 ___ -------- -5.73 �- UOcS � II I ;. COnc walk 1 II - - - - - -1 .x,�3\9�, x5.32 ' .i II L- x1.52 /, - - 11 `��� 111,1 1113 1 , 'It ' II "x 2.50 Cx1.07 OnC I 12 5.15tlU OU 41 �U 4 I 12 U 4 U ip4.V4 , , , I x2.11 4.40 .- 1'11 �,� i 7 hl L ---------- ----- ---- ----------- --- -_'+'7, 12.. 024i bldg 0/H 70 LI ____ R9, Bi_ _______"_a_80________I__J by con- \- �✓ , / I 6" pvc 3.60 n gr' X12" .4'91 wooden -165 II 18. xa.DB `� wooden 1 deck '��� x4.o7 x1.04 deck I 6c4� 11 , i 3.aJx 2 b , 1 1 1 ° X° "RA " - RECORD DRA'MNGS C4�' -.,_ s�' CITY of CLEARWATER. FLORIDA PARKS k RECREATION DEPARTMENT CN "� Starts In Parks ® i LALL LOCAL PU6LIC unun�NNlnFrRlc4nau CLEARWATER BEACH REC CENTER TREE SURVEY NIA RA ^N A Lc ° N A N A p N A .�. r- o' 1'- n 1 m N A ° LA-2 REVISION �'''•rss6AD PLANNING DEPARTMENT Mr. Leroy Chin P.O. Box 4748 Clearwater, FL 33756 U ITY OF C LEARWATER 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: Development Order for Case No. FLS2007 -11050 69 Bay Esplanade Dear Mr. Chin: December 10, 2007 This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On December 6, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard approval to permit a governmental use (library) as an accessory use to an existing parks and recreation facility in the Open Space/Recreation District (OS/R), under the provisions of Section 2- 1403.A. The DRC recommended approval of the application with the following bases and conditions: Findings of Fact: 1. That the 4.2 acres is located on the south side. of Bay Esplanade, approximately 790 feet east of,the Mandalay Avenue and Bay Esplanade intersection; 2. That the zoning of the property is Open Space/Recreation (OS/R) District, which is consistent with the underlying Recreation/Open Space (R/OS) land use category; 3. That the property is currently a Parks and Recreation Facility; 4. That the proposal is to construct two building additions to allow additional interior space for an accessory governmental use (library) to the existing parks and recreation facility which includes a basketball court, tennis court, fitness room, social hall, and swimming pool; 5. There are no active code enforcement cases for the parcel. Conclusions of Law: 1. The proposal complies with Flexibility criteria under the provisions of Section 2- 1403A; 2. The plan complies with General Applicability Criteria under the provisions of Section 3 -913; 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That prior to the issuance of a building permit, a SWFWMD permit or letter of exemption be provided; 2. That prior to the issuance of a building permit,. the extension of the public sidewalk from the existing . sidewalk on the west end of the property to the existing sidewalk located on the south side of the public boat ramp be shown on the site plan; 3. That prior to the. issuance of a building permit, handicap parking sign details complaint with City standards be provided; 4. That prior to issuance of a Certificate of Occupancy, the applicant submits 5 sets of as -built drawings that are signed and sealed by a professional engineer or land surveyor registered in the State of Florida. The Construction Services Inspector will field inspect as -built drawings for accuracy. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 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 dated received November 2, 2007. Pursuant to Section 4 -303, an application for a building permit, shall be made within one year of Flexible Standard Development approval (December 6, 2008). All required certificates of occupancy shall be obtained within two years of the date.of issuance of the building permit. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, in accordance with Section 4- 502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the.Development. Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application.. The appeal period for your case will expire on March 2, 2007. If you have any questions, please do not hesitate to call Molly Molter, Planner I, at 727 -562 -4567 x 2563. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael elk, ICP Planning Director 0: November 05, 2007 City Of Clearwater 100 S Myrtle Avenue Clearwater, Fl 33756 CITY OF CLVARWATER 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 AT ER. C OM VIA FAX: 727 -562 -4576 RE: FLS2007 -1 1050 -- 69 BAY ESPLANADE -- Letter of Completeness Dear Leroy Chin: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2007- 11050. 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 December 6, 2007, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. ' If you have any questions, please do not hesitate to contact me at 727 -562 -4567 x 2563 or molly.molter @myclearwater.com. Sincerely yours, IW/ Molly Molter Planner I Letter of Completeness - FLS2007 -11050 - 69 BAYESPLANADE Molter, Molly From: smith, jim Usmith @pcpao.org] Sent: Tuesday, November 20, 2007 12:21 PM To: Molter, Molly Subject: RE: Parcel # 05 / 29 / 15 / 00000 / 330 / 0100 Dear Ms. Molter, Thank you for your email regarding Parcel # 05 / 29 / 15 / 00000 / 330 / 0100 (69 BAY ESPLANADE) For Ad Valorem Tax Purposes, we assess each property as a whole. Although we can break out land and improvement value for the property, the improvement value includes amenities such as basketball courts, etc., and not just the building. The 2007 Just /Market value of this parcel is $12,064,800; the value of the land is estimated to be $11,280,700; the value of the improvements is estimated at $784,100. Please keep in mind that the values established by our office are for ad valorem tax purposes only and may not be suitable for other uses. If you need additional information, please call the area appraiser, Kader Bachesais, at 464 -3447 and he will be happy to speak with you. Thank you, Jim Smith, CFA Pinellas County Property Appraiser PO Box 1957 Clearwater, FL 33757 -1957 http: / /www.pcpao.org/ (727) 464 -4290 (727) 464 -3448 (fax) jsmith @pcpao.org ac PLEASE NOTE: All electronic mail sent to and from Pinellas County Government is subject to the Public Records provision of the Florida Statutes, and may be released as part of a public records request. - - - -- Original Message---- - From: Apache [mailto:apache @'www.pcpao.org] Sent: Tuesday, November 20, 2007 11:44 AM To: PAO aprstxl23 Subject: Appraiser question/ comment/ error This email was generated via the www.pcpao.org website. The ip address is 66.194.96.5 The "I have a question about a specific parcel" box was checked. The name field was - - -> Molly Molter < - -- The address field was - - -> 69 Bay Esplanade < - -- The phone number field was - - -> 562 -4567 ext. 2563 < - -- The email address field was - - -> molly.molter @myclearwater.com < - -- The referring page was - - -> http : / /www.pcpao.org /linkframe.html < - -- Here is the question: what is the assessed value of only the Clearwater Parks and Recreation building at 69 Bay Esplanade (exclude the value of the land, basketball courts, parking lot, etc.) 1 lip; Anellas County Property Apprai - -r Information: 05 29 15 00000 330 0100 Page 2 of 6 05 / 2 / 15 1.00000 1 330 1 0100 20- Nov -2007 Jim Smith, CFA Pinellas County Property Appraiser 14:32:48 Ownership Information Non- Residential Property Address, Use, and Sales CLEARWATER, CITY OF OBK: 00000 OPG: 0000 ATTN: CASH & INVESTMENTS MGR P 0 BOX 4748 CLEARWATER FL 33758 -4748 EVAC: A EVAC Comparable sales value as Prop Addr: 69 BAY ESPLANADE of Jan 1, 2007, based on Census Tract: 260.02 sales from 2005 - 2006: 0 Sale Date OR Book /Page Price {Qual /UnQ} Vac /Imp Plat Information 0 /0 0I 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 01 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 2007 Value EXEMPTIONS Just /Market: 12,064,800 Homestead: NO Ownership % .000 Goat Exem: YES Use %: .000 Assessed /Cap: 12,064,800 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 0 Agricultural: 0 2007 Tax Information District: CW Seawall: Frontage: Clearwater View: 07 Tax: .00 Land Size Unit Land Land Land Front x Depth Price Units Meth 07 Millage: 19.9371 1} 0 x 0 100. 00 185, 691. 2 S 07 Spec Asmt: .00 2} 0 x 0 .00 .00 3} 0 x 0 .00 .00 Without the Save -Our -Homes 4} 0 x 0 .00 .00 cap, 2007 taxes will be : 5} 0 x 0 .00 .00 .00 6} 0 x 0 .00 .00 Without any exemptions, 2007 taxes will be 240,537.12 Short Legal BEG AT NW CDR LOT 9 YACHT BASIN SUB RUN N'LY ALONG E Description R/W MANDALAY AVE 400 FT(S) TH E'LY ALONG S RN Building Information http: // 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 11/20/2007 1�inellas County Property Apprai - -- Information: 05 29 15 00000 330 0100 Page 3 of 6 Property. and Land Use Code_ descriptions • Building • Building.2 Building #1 05 1 29 / 15 / 00400 / 330 I 0100 :01 20 -Hoy -2007 Jim Smith, CFA Pinellas County Property Appraiser 14:32:48 Commercial Card 01 of 2 Improvement Type; Recreational Property Address; 69 BAY ESPLANADE Prop Use; 413 Land Use; 89 Structural E1em+en�s Foundation Special Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Steel Truss & Purlin Roof Cover Metal Shingle Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 22 Bath Tile Floor Only Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 11951 Effective Age 10 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas CEmmmEBrcial Extra FE3aturE3S Description Factor Area Units Description Factor Area 1) Base Area 1. 00 7,980 7) . 00 0 2) Open Porch .30 312 8) .00 0 3) 1,720 .00 0 9) .00 0 4) 5,200 .00 0 10) .00 0 5) 3 .00 0 11) .00 0 6) .00 .00 0 12) .00 0 CEmmmEBrcial Extra FE3aturE3S Building #2 http: // 136 .174.187.131htbinlcgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 11/20/2007 Description Dimensions Price Units Value RCD Year 1) ASPHALT 1000SF 1.75 1,000 1,750 1,750 0 2) FENCE 330LF 8.00 330 2,640 1,720 1,994 3) FENCE 1040LF 5.00 i,O40 5,200 3,380 1,994 4) BBCOURT 3 7,500.00 3 22,500 10,350 1,980 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 171200 Building #2 http: // 136 .174.187.131htbinlcgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 11/20/2007 s, Nnellas County Property Apprai- -- Information: 05 29 15 00000 330 010(1 Page 4 of 6 05 / 29 / 15 / 00000 / 330 / 0100 :02 20 -How -2007 Jim Smith, CFA Pinellas County Property Appraiser 14:32:48 Commercial Card 02 of 2 Improvement Type: Recreational Property Address: 51 BAY ESPLANADE Prop Use: 413 Land Use: 89 Structural Elcmcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame None Roof Frame Gable & Hip Roof Cover Hetal Shingle Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 8 Bath Tile Hone Area Electric Average Description Factor Shape Factor Square 1) Quality Average 1.00 Year Built 21000 Effective Age 7 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub ArqBas CommE3r4-_ial Extra Fcaturas Description Factor Area Units Description Factor Area 1) Base Area 1.00 378 7) .00 0 2) Utility .55 1,485 8) ..00 0 3) Open Porch .30 544 9) .00 0 4) 181000 .00 0 10) .00 0 5) 3 .00 0 11) .00 0 6) .00 .00 0 12) .00 0 CommE3r4-_ial Extra Fcaturas Map With Property Address (non- vacant) [ *_1 F; 1 lo- T F+_ I R P I http: // 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 1 1/20/2007 Description Dimensions Price Units Value RCD Year 1) ASPHALT 22000 1.75 22,000 38,500 38,500 0 2) POOL 75, 000.00 1 75,000 62,250 2,000 3) PATIO /DECK 3000 6.00 3,000 181000 14,940 2,000 4) TENHISCT 1 25,000.00 3 75,000 62,250 2,000 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 177,940 Map With Property Address (non- vacant) [ *_1 F; 1 lo- T F+_ I R P I http: // 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 1 1/20/2007 ,.a Finellas County Property Apprai - °r Information: 05 29 15 00000 330 010" %N1 TA Q WAY �f YTI � PESPLANADE 4IhJ LLAy DE C 5,4792 (SAS' 9 m 0 f�..5 ESPLANADE) Page 5 of 6 „E5P� NUDE IM�'1► WAY 19a15( 5) 69 Z4.13 r.c� ) ESPLLCADE r r� t.. r� I.? ............................ ..,a. 1/8 Mile Aerial Photograph (2002) http: // 136 .174.187.13 /htbin /cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 11/20/2007 Pinellas County Property Apprain °r Information: 05 29 15 00000 330 01 Of' Page 6 of 6 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http: // 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p =0... 11/20/2007 V� Community Response Team Planning Dept. Cases — DRC Case No.� " ttot5v Meeting Date: Location: � q P�oL Current Use: ,,a—Active Code Enforcement Case no yes: Address numbe5(y ) (no) (vacant land) �n,-Landscaping o(no) Jo Overgrown (yes) Q ,p.,Debris (yes) no Inoperative vehicle(s) (yes) o) rd" (0, [6 � -- Building(s) (good (fair) (poor) (vacant land) �o�'Fencing (none) goo (dilapidated) (broken and /or missing pieces) _,,u-Paint good (fair) (yes) (no (poor) (garish) ,,2--Grass Parking /e- Akesidential Parking Violations (yes) (no) ,,, - Signage (none) ok (not ok) (billboard) - -- Parking (n /a ('striped!)& andicappe ) (needs repaving) tea° Dumpster (enclosed), (riot enclose ,,,a`- Outdoor storage (yes)l(n0 Comments /Status Report (attach any pertinent documents): Date: i Reviewed by: Telephone: Revised 03- 29 -01; 02 -04 -03 ORIGINAL RECEVED 022007 :PLANNING DERt,RTMEN CITY OF CLEARWATER EAST ELEVATION Scale: 3/32' = 1' -0' r ORIGINAL RECVVED o 2 2007 PLANNING DEPPRTM CITY OF CLEARWAT SOUTH ELEVATION ScJe: 3/32' = 1' -0' ORIGINAL REEVED ?V 0 2 2007 PLANNING DEPARTMENI CITY OF CLEARWATER NORTH ELEVATION Scale: 3/32' = 1' -0' ORIGINAL. RECEVED Oro. 2007 PLAiJ HNG DEPARTMEN' CITY OF CLEARWATEE WEST ELEVATION Scale: 3/32' = 1' -0' J REFLECTION OF WHO You ARE Jt VI, .......... hill I iJjj I; TV IN THIS AGE OF COLOR, YOUR HOME CAN BE QUIETLY RADIANT ON THE OUTSIDE AS WELL AS THE INSIDE, REFLECTING ITS NEIGHBORHOOD AND SETTING, AND GREETING YOU EVERY DAY WITH A SUBTLE BUT PLEASING REMINDER OF HOW YOU PERSONALLY VIEW THE WORLD. 4F' Jt VI, .......... hill I iJjj I; TV YOUR HOME IS UNIQUE 1 _2 1 2 When choosing colors for your home, it's important to consider areas that are already finished, and can't be readily changed. These palettes offer suggestions for working with existing brick, stone, roof and other permanent features of your home. trim: ULTRA PURE Body: Daybreak Sun ECC -11 -N Trim: Daisy Field ECC -11 -2u Accent: Whispering Oaks ECC - 1 1 Body: ULTRA PURE WHITEc, 2 Trim: Jet Black ECC -10 -2° 3 Accent: Holly Berryt ECC -% -3° M M M M 1 Body: Hiking Trail ECC -5 -- A 2 Trim: Sand Castle ECC -5 " -.0 3 Accent: Hidden Forestt E--C-51-3D 1 � 1 Body: Fair Winds ECC - -1 -11 2 Trim: Willow Wood ECC --1 -21� 3 Accent: Laurel Oak ECG,-'I -3A 1 NAM 1 Body: Autumn Sage ECC -63 1A 2 Trim: Aspen Snow EC--63 -2' 3 Accent: Homeland ECC -63 -_-A Feature: Used Brick Val 3 1 Body: Daybreak Sun ECC -11 -1u 2 Trim: Daisy Field ECC -11 -2u 3 Accent: Whispering Oaks ECC -11 -3u 2 1 3 1 Body: Sonoran Sands ECC -43 -1u 2 Trim: Bridle Path ECC -43 -2P 3 Accent: Chaparral ECC -43 -3° Feature: Natural Stone Wall 2 1 3 1 Body: Floral Bluff ECC -16 -1u 2 Trim: Bright Moon ECC -16 -2u 3 Accent: Inlet Harbor ECC -16 -3D Feature: Interlocking Gray Pavers 2 1 3 1 Body: Jungle Khaki ECC -64 -11 2 Trim: Moonstruck ECC -64 -2u 3 Accent: Desert Night ECC -64 -3A — 3 mai., 2 — 3 2 3 2 3 1 2 1 k7a WZQ 1 Body: Desert Plain ECC -21 -1u 2 Trim: Palisade ECC -21 -21 3 Accent: Imperial Palm ECC -21 -3° Feature: Natural Slate Wall 1 Body: Barley Field ECC -44 -1u 2 Trim: Moon Valley ECC -44 -2u 3 Accent: Osprey ECC -44 -3° 1 Body: Coral B ECC -60 -1u 2 Trim: SummerlC -6 3 Accent: Pool Ti 60 3 1 Body: Dappled Sunlight ECC -12 -1u 2 Trim: Meadow Glen ECC -12 -2P 3 Accent: Shadow Wood ECC -12 -3° PAW 3 1 Body:Nevada Sand ECC -52 -1u 2 Trim: Aristocrat Ivory ECC -52 -2u 3 Accent: Hillside View ECC -52 -3A � ��SI v 1 2 1 1 Body: Arbor Hollow ECC -37 -1u 2 Trim: Grand Heron ECC -37 -2u 3 Accent: Freshwater Marsh ECC -37 -3u .Canewood ECC -40 -1P rim: Southwestern Sand ECC -40 -2u 3 Accent: Seasoned Acorn ECC -40 -3A Feature: Stone Driveway 3 � 1 Body: Aruba Aqua ECC -65 -1u 2 Trim: Mineral Spring ECC -65 -2u 3 Accent: Teal Wave ECC -65 -31 2 1 3 1 Body: Golden Haystack ECC -23 -1u 2 Trim: Heather Field ECC -23 -21 3 Accent: Blackbird ECC -23 -31 2 3 Body: Desert Plain ECC -21 -1u Trim: Palisade ECC -21 -2P Accent: Imperial Palm ECC -21 -31 _.._ _ :1.. -A 2 1 2 1 3 1 Body: Mown Hay ECC -53 -1u 2 Trim: Wild Rye ECC -53 -21 3 Accent: Outer Spacet ECC -53 -3u 1 1 3 1 Body: Fox Hill ECC -42 -11 2 Trim: Cotton Ridge ECC -42 -2u 3 Accent: Deep Cherrywood ECC -42 -31 3 1 Body: New Khaki ECC -54 -1P 2 Trim: Country Lake ECC -54 -2A 3 Accent: Wild Stallion ECC -54 -3u Feature: Wood Shingles 2 ' 3 1 Body: Summer Bloom ECC -28 -1u 2 Trim: Dover Cliffs ECC -28 -2u 3 Accent: Charred Hickory ECC -28 -3u z 1 �y: Pale Sagebrush ECC -38 -11J Tr : Icy Tundra ECC -38 -2u I 111 111 � 1� ° 111 111 lil ' �7111 111 I1. 111 - 11 X11 11 11! 3 1 Body: Pale Sagebrush ECC -38 -1u 2 Trim: Icy Tundra ECC -38 -2u 3 Accent: Sea Fern ECC -38 -3° ' 1 1, 1 z 3 2 3 z 3 BEHRw,,,,-.,, LIFETIM= GUARANTEE* ZOE, loft 'Wd a U L T R A"' LIFETIME GUARANTEE' 9 loft 'Wd a For truest color representation, view chip in area and light where the color will be used. When applied, actual paint may differ slightly from color chip and sheen shown. WK with a tinted primer for improved hiding. 1 1 2 1 2 1 - ---1 2 1 2 1 Body: Antigua Sunrise ECC -49 -1" 2 Trim: Historic Cream E--C-49-2u 3 Accent: Forest Moss ECC -49 -3A 1 J t' y 3 1 Body:Sunbath ECC -50 -11 2 Trim: Rustic Cream ECC -50 -21 3 Accent: Brick Path ECC -50 -3A Feature: Sandstone Path 1 Body: Canyon View ECC -20 -11 2 Trim: Ranch Acres EC---20 -2u 3 Accent: Hickory Grove ECC -20 -3° 1 1 Body: Desert Dusk ECC -61 -11 2 Trim: Stonewashed Pink ECC -61 -2° 3 Accent: Evening Fog ECC -61 -3A � W 47 1 Body: Scenic Path ECC -14 -1" 2 Trim: Great Frontier ECC -14 -2A 3 Accent: Otter Creek ECC -14 -3° Feature: Brick Path 3 9 1 3 1 Body:Canoe ECC -13 -11 2 Trim: Quiet Shore ECC -13 -2u 3 Accent: Flowing River ECC -13 -3° 3 1 Body: Silver Clouds ECC -35 -1P 2 Trim: Quartz Stone ECC -35 -2u 3 Accent: Thunder Bay ECC -35 -3° `si 3 � 1 Body: Quail Ridge ECC -18 -1P 2 Trim: Pebbled Shore ECC -18 -2" 3 Accent: Blooming Wisteria ECC -18 -3A E No 3 1 Body: Amber Leaf ECC -24 -1A 2 Trim: Eastern Wind ECC -24 -2u 3 Accent: Autumn Hills ECC -24 -3° Feature: Terra Cotta Roof Tiles 2 3 1 Body: Mission Stone ECC -55 -1u 1 Body: Beach Cabana ECC -56 -11 2 Trim: Adobe White ECC -55 -2u 2 Trim: White Feather ECC -56 -2" 3 Accent: Olive Sprig ECC -55 -3A 3 Accent: Lake View ECC -56 -31 2 1 2 1 3 W3 1 Body: Pacific Mist ECC -34 -1u 1 Body: Pelican Bay ECC -30 -1P 2 Trim: Boulder Creek ECC -34 -21 2 Trim: ULTRA PURE WHITE® 3 Accent: Terra Cotta Sun ECC -34 -3A 3 Accent: Night Tide ECC -30 -31 Feature: Charcoal Composite Roof 2 1 1 Body: Sierra Madre ECC -46 -1P 2 Trim: Eagle Ridge ECC -46 -2A 3 Accent: Red Hawk1 ECC -46 -3° 3 2l 3 2 3 2 3 r ORIGINAL RELIVED BEHR PR-0JECT CENTEB, 02 )A ��p�A �2007 uCrr,RTNfEs' CITY OF CLEAhW>Axg, LI -Pun Wwo Which sheen do I choose? Flat Satin Semi -Gloss Hi -Gloss Porch & Floor Enamel Enamel Enamel Paint Wood Siding JW RR' Vinyl Aluminum Brick, Masonry, & Stucco Doors Windows Trim RR' Shutters !>l� lumm Fences >� Garage Doors fW IR!' Outdoor Furniture WPI Porches, Floors, & Decks BEHR PREMIUM PLUS® Exterior Water -Based Primer & Sealer No. 436 100% acrylic latex for use on exterior wood, hardboard, masonry, stucco, brick, trim, shakes, shingles, fences, galvanized metal, vinyl and aluminum siding. Fast drying, excellent stain blocking and sealing. - BEHR PREMIUM PLUS@ Interior/ Exterior Oil -Based Primer &Sealer No. 434 On exteriors, use under any sheen topcoat for sealing bare wood surfaces on trim, windows and doors, and also for ferrous metals. Use BEHR PREMIUM PLUS ULTRA' as a primer for repaired or uncoated surfaces, including woods that contain tannins, and heavily stained areas. Lock in stains with the first primer coat; if necessary, apply a second primer coat of BEHR PREMIUM PLUS ULTRA". For drastic color changes, use a primer coat of BEHR PREMIUM PLUS ULTRA". For optimal color development in deep colors denoted with a dagger ( +) on the color chip, apply a custom tinted primer coat of BEHR PREMIUM PLUS ULTRA'". Primer coat will provide hide and reduce the number of topcoats required. Please see label instructions for complete warranty information. CHOOSING THE RIGHT COLORS Color HOW T❑ USE A COLOR WHEEL FOR Y❑ U R H ❑ Rule One: Family and neighbors are friends. Even if you've owned your home for years, step back and look at it Most colors get along well with hues in the sameo<<,., %e as though you've never seen it before. (Taking photos and talking to Smart family, or the next -door neighbors (for green, blue friends or neighbors can help.) Ask yourself: What exterior features do and yellow). ' you enjoy, and want to emphasize? What would you like to minimize? Rule Two: Opposites attract. Are there obvious color clues in the setting (woods vs. a desert vista, Colors naturally look good with the color on the for example), or neighborhood (urban street vs. coastal town)? opposite side of the color wheel, the complementary. Getting Started. First, find a body color you like —in an autumn Visit COLORSMART BY (For green, that's red.) Warm colors always have cool leaf, some fabric, or a picture from a book. You can get a custom BEHR" in -store or at complementaries, and vice versa. computer color match to your sample at the paint desk. You can www.behr.com to create Using Neutrals Neutrals range from very light to very dark. All are low also explore colors at the COLORSMART BY BEHR' kiosk in- store, beautifully coordinated intensity and go well with other colors. While white is a neutral, it has or online, or choose a BEHR@ color from the Color Solution Center in any Home Depot. color palettes and visualize color —it may be warm (red or yellow-based) or cooler (blue- based). Useful Design Tips. Think about the direction our home faces when your selections in a room 9 P Y BEHR@ COLOR COMBINATIONS selecting colors. (North light is cooler and bluer, south warmer; east setting. Also, look for picks up the rising sun, west the setting sun.) Light colors make a detailed how -to project Fora complete selection color samples, please refer to the BEHR home look lighter, and bigger, and will change more with the light. information, inspirational PREMIUM PLUSH color center. Darker colors absorb light, subduing features, reducing apparent size ideas and order BEHR Subtle Blends gives you lighter and darker tones of the same color. This and helping blend your home into its surroundings. Use bold tones PREVIEW SAMPLES'" classic palette is simple to work with and comfortable to live with. to highlight your trim and accents. To soften architectural details, Warm Details is complementary scheme with accent harmonies selected try subtle pastels, whites and earth tones. Pay particular attention to to preview your colors at p Y the entry door —use a contrasting color to make it stand out. home. (U.S. only) from the warmer side of the color wheel. This palette gives a subtle and sophisticated look. LET TNEPROS HANDLE YOUR PAINT PROJECT. Cool Details is a complementary scheme with harmonies from the cooler HOME -- side of the color wheel. This palette gives you vibrant, crisp accents and SERVICES Call 1- 800 - HOME- DEPOTfoiahve, in- home consulta6on. exciting highlights. BEHRw. A Masco Company ©2007 Behr Process Corporation 3400 W. Segerstrom Avenue o 85474 70762 4 Santa Ana, CA 92704 U.S.A. www.behr.com Available at: C- BP- ECC /PP -ULTRA Item No. 50001540 05/07 h To speak with a BEHR Certified Coatings Professional, call 1 -800- 854 -0133 Ext. 2 (U.S.) or 1 -800- 661 -1591 (Canada). 1 Body: Cottage Walk ECC -17 -1A 2 Trim: Dry Creek ECC -17 -2" 3 Accent: Napa Harvest ECC -17 -3D 2 3 1 Body: Rocky Ridge ECC -25 -1A 2 Trim: Echo Valley ECC -25 -2D 3 Accent: Obsidian Stone ECC -25 -31- 1 r 2 1 -- Ad1 -1 3 1 Body: California Stucco ECC -57 -1P 1 Body: Deer Run ECC -45 -1P 2 Trim: Shady White ECC -57 -2" 2 Trim: Canyon Cliffs ECC -45 -2" 3 Accent: Always Indigo ECC -57 -3A 3 Accent: Conifer ECC -45 -3D Feature: Natural Sandstone Wall ■ 1 Silver Clouds ECC -35 -11 nm._ °-der Bay ECC -35 -31 Quartz Stone ECC -35 -2" ILIu 1 Body: Shady Willow ECC -36 -1P 2 Trim: Nesting Dove ECC -36 -2u 3 Accent: Red Bluff ECC -36 -3D 1 2 1 1 Body: Urban Gray ECC -62 -1" 2 Trim: Cityscape ECC -62 -2D 3 Accent: Volcanic ECC -62 -3A 3 1 Body: Mountain Shade ECC -47 -1P 2 Trim: Elk Horn ECC -47 -21 3 Accent: Twilight Forest ECC -47 -3D Feature: New Brick Wall 2 1 3 1 Body: Lost Summit ECC -15 -1A 2 Trim: Light Sandstone ECC -15 -2u 3 Accent: Cherry Barkt ECC -15 -3D 2 3 2 1 Body: Farmyard ECC -58 -1A 2 Trim: Earthly White ECC -58 -2u 3 Accent: Unreal Teal ECC -58 -30 3 1 Body: Cedar Grove ECC -26 -1D 2 Trim: Nature Trail ECC -26 -21 3 Accent: Cactus Hill ECC -26 -31 2 1 3 1 Body: Iron Wood ECC -33 -1P 2 Trim: Silver Sands ECC -33 -2D 3 Accent: Dark Sea ECC -33 -31 2 I Body: Summer Bloom ECC��- Trim: Dover Cliffs ECC-28 2 Accent: Charred Hickory E - 2 V � 3 1 Body: Antique Chest ECC -59 -1A 2 Trim: Siesta Tan ECC -59 -21 3 Accent: New Roof ECC -59 -3D 2 3 2 1 Body: Red Finest ECC -27 -1D 2 Trim: Stone Mill ECC -27 -2P 3 Accent: Evening Canyon ECC -27 -3D 3 1 Body: Windy Seas ECC -31 -1A 2 Trim: Echo Mist ECC -31 -2D 3 Accent: Autumn Leaves ECC -31 -3D 2 3 3 2 3 rl 1 ■ A 2 PA l NT THAT PERFORMS • Tti rate Exterior Durability • mproved Hiding for Greater -ov°rage • Foujh Surface for I Climatic -orditions • Mildew Resistant Finish • 100P /o Acrylic Latex • 2onputer Match ur Choose from 2000+ BEHR° Color _ _ Uoun ruxe wrurr i In Flat, Satin Enamel, Semi -Gloss Enamel & Fi -Gloss Enamel Sheers ^- d _. Body: Smoran Sards ECC -43 -11 Trim U .TRA PURE AHITE" a' Y , U L T R A' L I F E T I M E G U A R A N T E E ' STAYS 100KING NEW LONGER-" • = ormulated Using Advancec VANOGUARD® Technology • Paint & Primer In One • Superior Adhesion with Gre)t Hide & Coverage • Protection from Severe Vuea -ther • Stain & Dirt Resistant • Computer Match or Choose from 2000+ BEHR® Colors 1 BEHRor or In Flat, Satin Enamel &Semi -Gloss Enamel Sheens s Pair 't Primer Ae .... -1 CITY OF CLEARWATER r, c: PLANNING DEPARTMENT Posy OFFICE Box 4748 / CLEARWATER, FLORIDA 33758-4748 G Cc . 016H26504582 i W (n ., 00 $ 00.334 co) y + R 11/13/2007 Mailed From 33634 CL US POSTAGE CHACONAS, ANGE.LINE 501 MANDALAY AVE # 606 CLEARWATER FL 33767 - RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED ''UNABLE TO FORWARD BC: :337S047404A 337 > '¢P4$ ►. ►1111 ►1IibI11) 1111 111 111')11)) 11111.1 1 1111 CITY OF CLEARWATER PLANMG DEMRIVENf Posr OmcE Box 4748 CLEARWATER, FLORIDA 337'5584748 I/ D HRISTIAN A OBERT D ESPLANADE V \ CLEARWATER FL 33767 - 1611. rtr�tat= ��� rzc x �o a,a,:l;at��b7 RETURN TO SENDER NOT 'OEL$VERABLE- A S ADDRESSED UNABLE TO FORWARD DC: 337x0474049 *0601- 04329 -i4 -Oa i3 11] 11 11 11 11 1 1 t 1 11 ] 1 t 1 1 1 1 i 016H26504582 W 5 y $00334 0:1 r '- R 11/13/2007 OWG W. Mailed From 33634 _W IL E: US POSTAGE D HRISTIAN A OBERT D ESPLANADE V \ CLEARWATER FL 33767 - 1611. rtr�tat= ��� rzc x �o a,a,:l;at��b7 RETURN TO SENDER NOT 'OEL$VERABLE- A S ADDRESSED UNABLE TO FORWARD DC: 337x0474049 *0601- 04329 -i4 -Oa i3 11] 11 11 11 11 1 1 t 1 11 ] 1 t 1 1 1 1 i 'A CITY OF CLEARWATER PLANNING DEPARTMENT 4MI, POST OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 rl 016H26504582 I rA .4 r d) $00.334 4A 11/13/2007 Mailed From 33634 US POSTAGE MENKE, RICHARD F JR 1053 SAINT GEORGE ST CINCINNATI OH 45202 - 1733 ....... .... RETURN TO SENDER NOT DELZVERABLE AS ADDRESSED UNABLE TO FORWARD MC: 3Z7S9474840 J tl 8 H N 3 1 r'-lMw2'7'4 a CITY OF CLEARWATER 016H26504582 .'Q PI.ANNQVG DEPARTMENT W N r viN; - Pose OFFICE Box 4748 � { $ 00.334 CLEARWATER, FLORIDA 33758 -4748 0 0 +, fA 11/13/2007 \� te a - - - e_• Mailed From 33634 aa: TEMA INVESTMENTS 251 174TH ST # 902 SUNNY ISLES BEACH FL 33160 -3356 US POSTAGE NIXIE 331 IBC 1 00 11/ 13/0'7', RETURN TO SENDER VACANT UNABLE TO FORWARD 0C: 337,0474040 x1706 - 07017 -15 -24 ,. CITY OF CLEARWATER Q PLANNING DEPARTMENT ,TERE;A POST OITICE Box 4748 CLEARWATER, FLORIDA 33758 -4748 - aN w�OTC V N t- w o�C �Iy LL. L;. yj US POSTAGE KOCH, MYRON KOCH, ELIZABETH 501 MANDALAY AVE # 810 CLEARWATER Ft "" —, �,.a__� NTXCE 037 CE 1 07 11/18/07 f RETURN TO SENDER NOT DELXVERABLE AS ADDRESSED UNABLE TO FORWARD DC: 33759474949 ' *0601- 04309 -14 -05 337 4 t'� 2 bill? I M,1„1111,1,1 „I „l „11,,,1,1 „1l „1 „b „!! „1,1.1„1 I II IIII1 IIII! 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L 4. o� W V (0) r w 2 IL LL HESS, STEPHEN 525 MANDALAY AVE # 35 CLEARWATER FL 33767 - 1795 NIXIE 337 DE 1 00 11/18/07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 33757047474 *2374- 00046 -13 -24 337 'Aftg&4 337. l>> Ill fill )I)))) dll 1lf „ I11111�I� ,11���1�1�,!!�>>l,l�,ll�l„l Iii 1 ii Hilliilliiiiiiii i If Illii I li Ii i I Ili! i 016H26504582 $ 00.334 R 11/13/2007 Mailed From 33634 US POSTAGE HESS, STEPHEN 525 MANDALAY AVE # 35 CLEARWATER FL 33767 - 1795 NIXIE 337 DE 1 00 11/18/07 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 33757047474 *2374- 00046 -13 -24 337 'Aftg&4 337. l>> Ill fill )I)))) dll 1lf „ I11111�I� ,11���1�1�,!!�>>l,l�,ll�l„l Iii 1 ii Hilliilliiiiiiii i If Illii I li Ii i I Ili! i CITY OF C L E A R W A T E R PLANNING DEPARTMENT Posr OFFICE Box 4748 CiLEARWATER, FLORIDA 33758-4748 E L Gy W OV GEC OC o. LL. t ROYAL CAMELOT CONDO' ASSN INC 703 COURT ST CLEARWATER FL 33756 - 5507 ROY *X 3Z7 N OE 1 AOBC 07 11/16/07 FORWARD TYME EXP RTN TO SEND :ROYAL CAMELOT LLC 711 P%NELLAS ST . CL- EA,RWATER FL 33756 -3425 RETURN TO SENDER 016H26504582 d $ 00.334 R 11/13/2007 = hailed From 33634 US POSTAGE ROYAL CAMELOT CONDO' ASSN INC 703 COURT ST CLEARWATER FL 33756 - 5507 ROY *X 3Z7 N OE 1 AOBC 07 11/16/07 FORWARD TYME EXP RTN TO SEND :ROYAL CAMELOT LLC 711 P%NELLAS ST . CL- EA,RWATER FL 33756 -3425 RETURN TO SENDER & CITY OF CLEARWATER •- Q PLANNING DEPARTMENT ,yTEa;E,' Posy OmcE Box 4748 CLEARWATER, FLORIDA 33758-4748 tl3 Wg O oWG � ROYAL CAMELOT LLC 5560 BATES ST SEMINOLE FL 33772 - 7149 10X3£ S C7 -C RETURN 'TO SENDER NOT DEL.3VEdRADLE AS ADDRESSED t UNADLE TO FORWARD SC: 33750474049 *0801 - 04.2.91 -14 -0B i 33756 "i4b :3 III I IIIIIul II II III 111111 IIII v 1 �t 016H26504582 d $ 00.334 R 11/13/2007 Mailed From 33634 US POSTAGE ROYAL CAMELOT LLC 5560 BATES ST SEMINOLE FL 33772 - 7149 10X3£ S C7 -C RETURN 'TO SENDER NOT DEL.3VEdRADLE AS ADDRESSED t UNADLE TO FORWARD SC: 33750474049 *0801 - 04.2.91 -14 -0B i 33756 "i4b :3 III I IIIIIul II II III 111111 IIII v 1 �t CITY OF CLEARWATER Q PLANNING DEPARTMENT AN 036H2650as82 •= ;J7ERE;�, Posr ONCE Box 4748 $ 00.334 CLEARWATER, FLORIDA 33758 -4748 0 F 39/33/2007 w g +• _m Mailed From 33634 `L US POSTAGE ABBYDALLAS ENTERPRISES LLC 1.4515 MIRABELLE VISTA CIR TAMPA FL 33626 - 3346 iBTX��t t 3 7 SJu 3 00 t1 t LSIp7 RETURN TO SENDER NOT DELZV:ERARLE AS ADDRESSED UNASLE TO FORWARD SC: 3a7SO474840 x'2374- 03743 -18 -24 flHI ii 4 i .I I fit 111,9111111,1ijl ' i111,1111IfII I I trig 1, I l,,,l l i If tv III 1, III i 11 IZ£6 - 99S££ 'Id A11D INV Id .10 RDV Id NOIcTWVH ZZ6Z V NdMIOQ 49.'InVUn.Z dOf `TIC VV MZ 30VISOd sn - - tb£9££ woj:d puflew To ;p co m NSXXM 337 5E 1 07 11/16/07 LOOZ /MLL 0 -1 cc vsC-00 $ t C) 0 N m RETURN TO NOT DELIVERABLE SENDER AS s FORWAF?pESSED Z9Sb099ZH%0 N DD. 33759474640 x��74- 01374 -16 -16 3*7SO047440 1l11 !I 1 1 !1 _ !!mill 1 1 1111 1 .11 11 lief i i November 08, 2007 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 RE: NOTICE OF FILING AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 69 BAY ESPLANADE (FLS2007- 11050) To Surrounding Property Owners: As a property owner within 500 feet of 69 BAY ESPLANADE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development Approval to permit a library as an accessory use to an existing parks and recreation facility in the Open Space /Recreation District (OS /R) per Section 2- 1403.A.. On December 06, 2007, 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 December 06, 2007. The City encourages you to participate in the review of this application. You may contact me at 727 -562- 4567 ext. 2563 for further information or 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 December 06, 2007. 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, Molly Molter Planner I Letter of Notification - FLS2007 -11050 - 69 BAYESPLANADE CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 SEIFERT, MICHAEL E SEIFERT, NANCY S 5825 PERSIMMON DR MADISON WI 53711 - 5003 LOLOS, DINOS LOLOS, DIMITRA 627 KINKAID DES PLAINES IL 60016 - 5855 WANDACHOWICZ, BOGDAN 18175 MASON SMITH RD BROOKSVILLE FL 34604 - 9028 ORISSA PROPERTIES LTD 31 BROAD ST ST HELIER JERSEY JE4 CXW 00000- CHANNEL ISLANDS THOMAS, HEIDI 525 MANDALAY AVE # 24 CLEARWATER FL 33767 - 1798 HARTMAN, JEFFREY E HARTMAN, MARISA A 5 CORD GRASS LN OLD LYME CT 06371 - 2080 HESS, STEPHEN 525 MANDALAY AVE # 35 CLEARWATER FL 33767 - 1798 ROBULAK, KENNETH J ROBULAK, PATRICIA J 521 MANDALAY AVE # 302 CLEARWATER FL 33767 - 1793 RAMIREZ, EDGAR D RAMIREZ, JENNIFER 4916 W MELROSE AVE S TAMPA FL 33629 - 5420 BAYESPLANADE.COM LLC 627 BAY ESPLANADE CLEARWATER FL 33767 - 1617 MAGILL, ROBERT P 584 BAY ESPLANADE # 2 CLEARWATER FL 33767 - 1613 BELLE HARBOR OWNERS ASSN INC 501 MANDALAY AVE CLEARWATER FL 33767 - 1703 ELIAS, SCOTT D 1435 N CLEVELAND # E CHICAGO IL 60610 - 1135 SADYLO, INNA I WAZIO, RAFAL 740 S GULFVIEW BLVD CLEARWATER FL 33767 - FLOTO, RONALD J FLOTO, NANCY C 6019 BEACON SHORES ST TAMPA FL 33616 - WITHERS, SUSAN WITHERS, WARREN CLAY PO BOX 3636 CLEARWATER FL 33767 - 8636 MATTOX, JEFFREY A MATTOX, LORI A 2830 COBBLSTONE DR PALM HARBOR FL 34684 - 1620 BODUCH, RAYMOND T BODUCH, LINDA C 521 MANDALAY AVE # 303 CLEARWATER FL 33767 - 1793 VISOSO, ROBERTO VISOSO, GRACIELA 521 MANDALAY AVE # 307 CLEARWATER FL 33767 - 1793 41 V5-0 BAY ESPLANADE CONDO ASSN 584 BAY ESPLANADE CLEARWATER FL 33767 - 1613 DANNA, MARK A 584 BAY ESPLANADE # 3 CLEARWATER FL 33767 - 1613 FULLBACH INVESTMENTS LLC 2201 4TH ST N # 200 ST PETERSBURG FL 33704 - 4300 GIANFILIPPO, JOHN F GLkNFILIPPO, LAURA L 162 DEVON DR CLEARWATER FL 33767 - 2438 MATZKIN, STEVEN R 1 SOUTH SCHOOL AVE # 1000 SARASOTA FL 34237 - 6046 HORTON, RODNEY O HORTON, JANE A 2557 LAKESIDE CT PALM HARBOR FL 34684 - 1718 CAMBAS, NICHOLAS A 2939 ELYSIUM WAY CLEARWATER FL 33759 - 1414 STOJAK, JAMES L STOJAK, ROBIN L 3964 MULLENHURST DR PALM HARBOR FL 34685 - 3665 FARRELL, BRIAN M FARRELL, CYNTHIA B 5116 WESTSHORE DR NEW PORT RICHEY FL 34652 - 8007 ENGEBRETSEN, ARDEN B EST 10 PAPAYA ST # 1404 CLEARWATER FL 33767 - 2058 MAZAS LAND TRUST JACOBSEN, GLENN C TADROS, HANI S MAZAS, BILL W THE JACOBSEN, BARBARA D YASSAOUI, SUZANNE 1.600 GULF BLVD # 7117 6 FERRAND WOODS 2184 LAURENCE DR CLEARWATER FL 33767 - 2973 SAINT LOUIS MO 63124 - 1244 CLEARWATER FL 33764 - 6466 BOND, GEORGE L JR BOND, YVONNE N 1215 CAMINO CAPISTRANO ROSEVILLE CA 95747 - 6727 COLTON, JAMES A COLTON, LORI B 421 HAMPTON GREEN PEACHTREE CITY GA 30269 - 2712 MOMESSO, SERGIO F MOMESSO, NOELLA NOORY 10 JONQUILLE KIRKLAND QC H9H 3C4 00030 - CANADA JENNINGS, MARK K JENNINGS, VICKI B 14345 FOX CREEK CT COOKSVILLE MD 21723 - 9616 COOK, JAMES C COOK, SHARI H 865 WADDINGTON CT DUNWOODY GA 30350 - 4459 NAGALE, VISHWANATH T NAGALE, PUSHPAMALA V 521 MANDALAY AVE # 508 CLEARWATER FL 33767 - 1793 BOMERGER, DAVID RICHARD 990 W OAK ST ZIONSVILLE IN 46077 - 1209 DENISCO, DANIEL L 7617 LAKE CYPRESS DR ODESSA FL 33556 - 1804 PFAFF, ROBERT PFAFF, BETTY 521 MANDALAY AVE # 404 CLEARWATER FL 33767 - 1793 TANEJA, JUGAL K TANEJA, MIHIR K 6950 BRYAN DAIRY RD LARGO FL 33777 - FALLON, JOSEPH FALLON, SHEILA 521 MANDALAY AVE # 410 CLEARWATER FL 33767 - 1793 KAROUNOS, THEODORE P KAROUNOS, LORRAINE J 444 PINE HILL RD LEONIA NJ 07605 - 1420 BADIE, BADIE A 32 BRAELOCH WAY MONROE CT 06468 - 3013 DIGIANNANTONIO, GILBERT DIGIANNANTONIO, PAULETTE 3717 WOODRIDGE PL PALM HARBOR FL 34684 - 2449 JOYCE, JILL E 521 MANDALAY AVE # 602 CLEARWATER FL 33767 - 1794 SANDOZ, ANN L TRUST 523 N OKLAHOMA AVE MORTON IL 61550 - 2373 VANWORP, JUDSON VANWORP, DEBORAH 1907 MUIRFIELD WAY OLDSMAR FL 34677 - 1936 BARBOZA, SILVIA BARBOZA, VITELIO E 521 MANDALAY AVE # 408 CLEARWATER FL 33767 - 1793 KIEFFER, ALAN L KIEFFER, NELLI L 521 MANDALAY AVE # 501 CLEARWATER FL 33767 - 1793 CLARK, ROBERT B CLARK, SANDRA H 521 MANDALAY AVE # 504 CLEARWATER FL 33767 - 1793 TOUCHTON, JOANN TOUCHTON, WALTER W 10 PAPAYA # 702 CLEARWATER FL 33767 - 2054 HEIDI INVESTMENT TRUST BENJAMIN BUILDERS REALTY TRUST PO BOX 651 TOWNSEND MA 01469 - 0651 BOTWICK, ANDREW L BOTWICK, DIANNE S 6608 PISANO DR LAKE WORTH FL 33467 - 5928 ISHAK, REDA H BISHAY, MANAR 12 PINEWOOD HILLS LONGMEADOW MA 01106 - 1663 GREEN, RONALD D TRUST CIOCIA, JAMES ORMOND, BRIAN E GREEN, RONALD D THE CIOCIA, TRACY 1451 LINDHURST DR 521 MANDALAY AVE # 607 187 -11 PEPPER PIKE CENTERVILLE OH 45459 - 3328 CLEARWATER FL 33767 - 1794 LUTZ FL 33558 - 5315 GIBSON, PAUL F LEVINE, RICHARD REEVE, DIANE B 521 MANDALAY AVE # 610 LEVINE, BARBARA 521 MANDALAY AVE # 702 CLEARWATER FL 33767 - 1794 5047 OTIS AVE CLEARWATER FL 33767 - 1794 TARZANA CA 91356 - 4207 SWIDEREK, TIMOTHY J SWIDEREK, JOSEPH A 4540 WEATHERVANE DR ALPHARETTA GA 30022 - 3759 DEFERRARI, DIANA 110 HARBOR DR PALM HARBOR FL 34683 - 5403 EQUITABLE HOLDING CO LLC 7667 EQUITABLE DR # 201 EDEN PRAIRIE MN 55344 - 4626 BICZ, DANIEL S BICZ, MARGARET C 521 MANDALAY AVE # 802 CLEARWATER FL 33767 - 1795 GALBO, LORETO GALBO, ANGELO M 1 CRYSTAL CIR WESTPORT CT 06880 - 5067 MILLER, DONALD R MILLER, MARTHA S 521 MANDALAY AVE # 808 CLEARWATER FL 33767 - 1795 GAHERTY, JOHN B SR GAHERTY, CECILIA G 5527 S PARK AVE HINSDALE IL 60521 - 5061 ZURAVLE, JOE ZURAVLE, DOREEN A 2922 HAMPTON PLACE CT PLANT CITY FL 33566 - 9321 AVERY, JOSEPHINE ULINE, BRADLEY R 521 MANDALAY AVE # 704 CLEARWATER FL 33767 - 1794 GRIECO, DANIEL J II GRIECO, DIANE Y 521 MANDALAY AVE # 707 CLEARWATER FL 33767 - 1794 EQUITABLE HOLDING CO LLC 7667 EQUITABLE DR # 201 EDEN PRAIRIE MN 55344 - 4626 HALL, ROGER W HALL, SYLVIA M 20938 SUNSWEET CT LAND O LAKES FL 34637 - 7422 GIBSON, PAUL F 521 MANDALAY AVE CLEARWATER FL 33767 - 1700 EGAN, JOHN M 10 PAPAYA ST # 1604 CLEARWATER FL 33767 - 2057 ENTEL, ROBERT J 521 MANDALAY AVE # 902 CLEARWATER FL 33767 - 1795 WARSTLER FAMILY TRUST WARSTLER, ARTHUR K THE 521 MANDALAY AVE # 905 CLEARWATER FL 33767 - 1795 TEJEDA, RAFAEL E TEJEDA, IDELFIA A 3516 WOODRIDGE PL PALM HARBOR FL 34684 - 2434 PERRY, GREGORY G PERRY, GERALD N 1574 SHINING ORE DR BRENTWOOD TN 37027 - 2218 ABOOD, ROBERT G ABOOD, CATHERINE C 2256 MACKENZIE CT CLEARWATER FL 33765 - 2241 ECKALL INVESTMENTS LLC 8155 ELBOW LN N ST PETERSBURG FL 33710 - 4325 DIAZ, JACQUELINE B 10 PAPAYA ST # 1202 CLEARWATER FL 33967 - 2056 MEEHAN, THOMAS P 521 MANDALAY AVE # 810 CLEARWATER FL 33767 - 1795 KAHRS, CAROLYN J KAHRS, HENRY G 4834 QUILL CT PALM HARBOR FL 34685 - 3699 HORVATH,KLARA 10 PAPAYA ST # 502 CLEARWATER FL 33767 - CLARK, TERRY M ACHARYA, RAVINDRA P M B C PROPERTIES II LLC CLARK, JANE H ACHARYA, KALPANA R 4500 NORTHWOODS LN 16756 WHITES STORE RD PO BOX 338 BLOOMINGTON IN 47404 - 9420 BOYDS MD 20841 - 9673 DUDLEY MA 01571 - 5849 SLONE, RICHARD 521 MANDALAY AVE # 910 CLEARWATER FL 33767 - MC SWIGGIN, CHERYL A LIVING TR 12 SAXONY ST CLIFTON PARK NY 12065 - 1655 KROLL, WOLFGANG KROLL, LILLI 521 MANDALAY AVE # 1006 CLEARWATER FL 33767 - 1795 J N E BEACH CONDOS LLC 6326 MACLAURIN DR TAMPA FL 33647 - 1163 SANON, ASHISH SANON, RITU 521 MANDALAY AVE # 1102 CLEARWATER BEACH FL 33767 - 1797 REHKEMPER, BARBARA A 521 MANDALAY AVE # 1105 CLEARWATER FL 33767 - 1797 MESTAS, DONALD M JR MESTAS, CAROL S 521 MANDALAY AVE # 1108 CLEARWATER FL 33767 - 1797 HOERNIG, OTTO W HOERNIG, JUANITA S 521 MANDALAY AVE # 1201 CLEARWATER FL 33767 - 1797 OLIVER, ROBERT OLIVER, CHARLOTTE B 521 MANDALAY AVE # 1210 CLEARWATER FL 33767 - 1797 WILKENS, GILBERT H WILKENS, MAUREEN E 36 BAKER ST DARTMOUTH NS 132W 6L1 00030- POOLE, WILLIAM L III ROBINSON, JOHN CONNIE JR 135 WHITLEY MILL LN NEW LONDON NC 28127 - 9303 POMS, ALAN M 521 MANDALAY AVE # 1007 CLEARWATER FL 33767 - 1795 BELLE HARBOR 1010 LLC 965 GREEN STREET CIR GAINESVILLE GA 30501 - 2280 FERRO, MICHAEL P 3003 SOUTH WELLS CHICAGO IL 60616 - 2739 CASO, RONALD CASO, BERNADETTE 3 SUTPHIN AVE MATAWAN NJ 07747 - 3315 AVA MINA. 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O E:m Qaoq �i pp,i.,.YC�w, �'l 33158 lb INDEX OF PLANS SHEET NO. DESCRIPTION OF SHEET 1 2 3 4 A -1.1 A -2.1 A -2.2 LA -1 LA -2 r COVER BOUNDARY SURVEY SPECIFICATIONS DEMOLITION /DETAILS SITE PLAN FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS LANDSCAPE PLAN TREE SURVEY Parks OF low IM& Im SIR ink Im � op000 & Recreation Department 100 S. Myrtle Avenue, Clearwater, Florida 33756 CLEARWATER BEACH / LIBRARY RECREA r/ON FOWLER ASSOCIATES ARCHITECTS, INC. 1421 COURT TE OF RIDAAARCHITECTURAL LICENSE NUMBWAX (727)447 -5339 AR- 0005441 CERTIFICATE OF CORPORATE AUTHORIZATION NUMBER m AAC001665 CONSOL IDA T1.01V Se c f 5, T wn 295, Rng 15E j Proect No. 07-0044-PR Project Location DEUEL N SSOCIATES CONSULTING ENGINEERS LA D SURVEYORS LAND PLANNERS 4625 EAST BAY RIVE, SUITE 21 1, CLEARWATER, FL 33764 PH 727.822.4151 FAx 727.821.7255 WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 y. KVk fp �L•w.+x� i CITY OFFICIALS Frank Hibbard Mayor Seat 1 John Doran Councilmember Seat 2 George N. Cretekos Councilmember Seat 3 Carlen Petersen Councilmember Seat 4 Paul F. Gibson Councilmember Seat 5 William B. Horne II City Manager Kevin E. Dunbar Director Parks & Recreation Dept. Michael D.'Quillen, d31VM8V310 jo A113 P.E. INNUT djoeNINN Id 100z V .. , .� City Engineer WNIERO Approved By CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 Date Approved `vy P lan Se f No. 200705 N ' N 0 O'.. Gl)`M `O IF O O O qt !t. Q � Q o N O z U (X C POS tr v' 501 501 FCM N-890 3 f' I' •x Block Repla# M NDA plat 8010 pag PRINTED ON OIEUGEN 196M AGWROOF VELLUM - B A-Y ESPLANADE i i• 3958.50 3933.93 39.2'2*.-54 3882.90 3863.06. 3839.22 381.9. S0 •3793.87 3772.10 3750.30 3724.44 3706.49 3682.37 3663.60 3639.62 36.17.61 3594.62 3572.55 3548.34 3525.86 3503.2]. 3479.97 BAY ff I I SCALE I "= 40' BEARINGS AND COORDINATES N.O$- 1973 FLORIDA STATE DENOTES "X" IN SEAWALL DESCRIPTION A parcel of land Situated in Section 5, Township 29 South, Range 15 I:aat, Pinellas County, FlOkida, described as follows: ._. . Beginning at the Northwest corner af'LOT 9, YACHT BASIN SUBDIVISION as recorded in Flat Book 25, page 35` of the Public Records of Pinellas County, Florida as a POINT OF BEGINNING; run thence N2 *49111 "E 400.40 feet along the Last right -of -way of Mandalay Avenue (Mandala y Road); thence S89031154 "E 902.45 feet along the South right -Of -way of Bay Esplanade (Clearwater Street); thence S7 °31'45 "E 202.27 feet; thence S89 634135 "W 96.72 feet; thence N0 "28'51 "F. 12.86 feet; thence Westerly along the Mean High Watei Line, to a point bearing N84 °I6' 39TO14- 597.04 feet-from previously described ,point; thence S14 056127 "W 7.94 feet along a curve to the left, chord 7.88 feet radius 18.84 feet, thence S2 °52121 "W 103.56 feet; thence S69 024133 "W 223.93 feet; thence S35 056129 "W 29.21 feet along a curve to the left, chord 27.57 feet, radius 25 feet; thence S2 °28125111+1 51,81 feet; thence N89 031054 "W 22.69 feet along the North line of aforesaid-LOT 9.to the POINT OF BEGINNING. CONTAINING 4,20 ACRES M.O.L. ORIGINAL REOE VED 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER I hereby certify that the Survey represented hereon meets:. the minimum requirements adopted by the F.S.P' L. S: and *..the;;',: r.L.T.A. and that there are no encroachments except -as shown hereon. /f'-1i4`L sY'�i?�''` �! J'` rci Y .^• f da x•3.3,7 � � >� •/...,7y/1 yj �rbdj• }^,/ (.-r( ti '1; ♦ 1 b;tffP •W �ll Y�1F :i f ; 3 N 4- N I 0 0 0 3 i z 0 a J 0 O N to N 0 GENERAL CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ELEVATIONS REFER TO THE N.A.V.D. 1988. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1- 800 - 432 -4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 20. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT. 21. PLACE EXPANSION JOINTS WHERE 4" AND 6" CONCRETE ABUT. 22. SAW CUT EXISTING EDGE -OF- PAVEMENT PRIOR TO REMOVAL OF CURB AND PLACEMENT OF- ASPHALT. 23. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (110 %). 24. DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 25. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE CITY OF CLEARWATER FOR ASSISTANCE. 26. COORDINATE THE CUTTING OF DRIVEWAYS WITH OWNER PRIOR TO CUT. ALL DRIVEWAYS WILL BE IN PASSABLE CONDITION AT END OF WORK DAY. 27. CONCRETE DRIVEWAYS PERMITTED TO BE CUT ARE TO BE RESTORED WITH 6" OF 3000 PSI CONCRETE WITH 6" X 6" 10 GAUGE WIRE WELDED FABRIC. PLACE 1/2" EXPANSION JOINT BETWEEN BACK OF CURB AND NEW DRIVE. ANY PORTION OF DRIVEWAY AT OR NEAR CUT THAT BECOMES UNDERMINED WILL BE REMOVED PRIOR TO CONCRETE BEING PLACED. EXISTING CRACKS IN DRIVEWAYS ARE TO BE DOCUMENTED AS PRE - EXISTING OR THAT SECTION REPLACED AT CITY OF CLEARWATER'S OPTION. AREA BENEATH PATCH TO BE MECHANICALLY TAMPED PRIOR TO PLACING CONCRETE. MINIMUM REPAIR WIDTH TO BE 5' WITH NO SECTION LEFT SMALLER THAN 5'. 28. ASPHALT DRIVES PERMITTED TO BE CUT ARE TO BE RESTORED UTILIZING THE SAME MATERIAL AS EXISTING BASE WITH MINIMUM 6" THICKNESS, COMPACTED AND PRIMED. ASPHALT IS TO MATCH EXISTING THICKNESS WITH A MINIMUM OF 1 1/2" THICKNESS. ASPHALT TO BE PC -3 OR ALTERNATE APPROVED BY THE CITY OF CLEARWATER PRIOR TO USE. ASPHALT IS TO BE COMPACTED TO ACHIEVE DENSITY REQUIREMENTS FOR PC -3. RECEIPTS AND DELIVERY TICKETS SHOULD REFLECT SUPPLIER AND HIS CERTIFICATION AS TO TYPE OF ASPHALT SUPPLIED. 29. TYPE OF SOD USED TO RESTORE OWNER- MAINTAINED AREA IN RIGHT OF WAY SHALL BE COORDINATED WITH OWNER. 30. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT''AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN -UP. 31. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF THE CITY OF CLEARWATER, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE CITY OF CLEARWATER. 32. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 553.60 ET. SEQ..) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 C.F.R. SECTION 1926.650, SUBPART P) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 33. NOTIFY PROPERTY OWNERS REGARDING SPRINKLER SYSTEM, PLANTS AND MAIL BOXES THAT WILL BE DISTURBED DURING CONSTRUCTION PRIOR TO STARTING WORK. 34. PRIOR TO COMMENCEMENT OF WORK AND /OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK- THROUGH" WITH THE CITY OF CLEARWATER REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC... 35. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL - WALKING ROUTE THEN THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. SURVEYED BY RECORD DRAWINGS DRAWN BY I REVIEWED BY PROJECT ENGINEER DATE I APPROVED BY - CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION /DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971 -12 OR 971 -13. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C -900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D -2241. 4. WATER MAINS LESS THAN 4" SHALL BE PVC SDR21. 5. ALL FITTINGS 2" AND SMALLER SHALL BE PVC SDR21 WITH PUSH ON JOINTS. NO SOLVENT CEMENT WELD PIPE OR FITTINGS SHALL BE USED. 6. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 7. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. B. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 9. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 10. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. 11. JOINT RESTRAINTS SHALL BE USED AS REQUIRED BY COUNTY SPECIFICATIONS. NO THRUST BLOCKS SHALL BE USED. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE BY THE LOCAL PUBLIC HEALTH UNIT AND /OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR SEWER FORCE MAINS AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE 'OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E- 6.002, F.A.C. REVISION BY I DATE CITY OF CLEARWATER, FLORIDA 9, PARKS & RECREATION DEPT. - o�0 100 S. Myrtle Ave. ygTER,F;�'' Clearwater, Fl 33756 VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, F.A.C. S.W.F.W.M.D. / EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. ROUGH EXCAVATE RETENTION AREAS. 3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCTION. 4. AFTER PAVING, GRADE RETENTION AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 & 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129. F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORMWATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND /OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC... THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI - ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. NOTICE TO ALL CONTRACTORS AND DEVELOPERS THE DOMESTIC WATER SYSTEM AND THE STORM DRAIN FILTER SYSTEM FOR THIS PROJECT MUST BE INSPECTED BY OUR OFFICE IN ORDER THAT THEY BE CERTIFIED TO THE APPROPRIATE GOVERNMENTAL AGENCY. IT IS, THEREFORE, IMPERATIVE THAT OUR OFFICE BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BACKFILLING OVER THESE FACILITIES. FAILURE TO DO SO WILL RESULT IN THESE FACILITIES HAVING TO BE UNCOVERED AND INSPECTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. YOUR CERTIFICATE OF OCCUPANCY WILL BE WITHHELD UNTIL THE MATTER IS RESOLVED. DEUEL & ASSOCIATES (727) 822 -4151 FUEL, '; SSOCIATES CONSULTING ENGINEERS - LAND SURVEYORS LAND PLANNERS 4625 EAST BAY DRIVE, SUITE 21 1, CLEARWATER, FL 33764 PH 727.822.4151 FAX 727.821.7255 WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 Fire Hydrant Assembly . MID.) Distance Varies 18" Min. 24" Max. fValve Box c co Mech. Joint Valve N -- Connecting Piece w /integrally cast Mech. Joint Gland on one End -D.I. Rotatable Mech. Joint Gland on Other End. NOTES: 1. All Fire Hydrants to have 5 1/4" Valve Seat. 2. See Index # 407 for Jack & Bore Details. Restraining Joint (Typ.) HYDRANT SETTING TAPPING SLEEVE & VALVE BY CITY CITY OF CLEARWATER INDEX NO. 402 SHEET 4 OF 4 n.t.s. CLEARING AND GRUBBING NOTES 1. PRIOR. TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO -TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC..., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION /DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE- SODDED IN ACCORDANCE TO THE PLANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. CLEARWATER BEACH /LIBRARY RECREATION CONSOLIDATION SPECIFICATIONS z ONLY APPROVED Kennedy Guardian No. K -81 D Muller Centurian No. A -423 U.S. Pipe Metropolitan Valve Box Tapping Sleeve & Valve By City, Fee by Owner or Contractor Exist. Water Main NI 01?IGI L PLIU -4 iNIG rEi)AWMENT CLIEARWATER DRAWN BY Novo DESIGNED BY B.A ., Bik °.` ? ;.! ED��` • .R �: •'r 07-0044-PR WA CONTRACT N0. SCALE SURVEYED BY < < 'B N0. ; v.: CFARWATER 1��/OS 1 VERY NONE Clearwater, rq� DATE DRAWN . D * a /SPIFFY N0. HoRlz NONE 8/3/07 2 Q P 7 -194 2 OF 4 i BRIAN A. BARKER, P.E. 56728 ! , +.1 DAlt rn 3 v N I 0 0 i 3 E .o r U O co m 0 0 0 N N I 0 0 0 n 0 0 U .o i U a` U x E _ 0 0 N M U A ARC M.H. MANHOLE A/C AIR CONDITIONER MISC. MISCELLANEOUS AC. ACRES MHWL MEAN HIGH WATER LINE BFPD BACKFLOW PREVENTER DEVICE MAS. MASONRY C CHORD N &D NAIL AND DISC (C) CALCULATED NGVD NATIONAL GEODETIC VERTICAL DATUM CB CATCH BASIN NO. NUMBER C.B. CHORD BEARING 0/E OVERHEAD ELECTRIC CBW CONCRETE BLOCK WALL O.R.B. OFFICIAL RECORD BOOK C.M. CONCRETE MONUMENT P.C. POINT OF CURVE CO. CLEAN -OUT PG. PAGE CONC. CONCRETE P.O.B. POINT OF BEGINNING SILT FENCE CENTERLINE P.O.C. POINT ON CURVE KF CHAIN LINK FENCE P.O.L. POINT ON LINE CTV CABLE TELEVISION P.O.T. POINT OF TANGENCY (D) DEED R RADIUS D.E.P. DEPARTMENT OF ENVIRONMENTAL PROTECTION (R) RECORD EL. ELEVATION RCP REINFORCED CONCRETE PIPE F. FOUND RNG. RANGE F.F. FINISHED FLOOR R/W RIGHT OF WAY FHA FIRE HYDRANT S. SET FPC FLORIDA POWER CORPORATION SAN. SANITARY GI GRATE INLET SEC. SECTION GV GATE VALVE S.F. SQUARE FEET GW GUY WIRE S.R.D. STATE ROAD DEPARTMENT I.D. IDENTIFICATION T.O.B. TOP OF BANK INC. INCORPORATED T.O.S. TOE OF SLOPE I.P. IRON PIPE TRANS. TRANSFORMER I.R. IRON ROD T.V. TELEVISION L.B. LICENSED BUSINESS TWP• TOWNSHIP L.P. LIGHT POLE U.P. UTILITY POLE (M) MEASURED W.F. WOOD FENCE a �d o- e� 0$ . NOTE: Wings only if I? Exist % '( 3 Transition Side SI es R ulra Exist Conc Drive Alti`d A Back of Curb Max Slope 0 1 ■ 1 • 12" Max Slope Non -slip surface requlro- � menu see Note 8. _ 1/2" Exp. Joint 6 Exp. Joint Property R.O.W. Line TYPICAL DRIVEWAY CROSS SECTION 0 U m Conc. Sidewalk B o B PLAN VIEW P 0 En 4= 5 It c 0 0 4' Min Residential Street i 1' Citv R/W I Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut M a 5' Min Arterial Street 2' County R/yy� or Remove entire Curb and Replace as Part of Sidewalk Ramp. on N 12 " I 1/4" per Foot _ POST OPTIONS: 2" x e OR 2 1/2 MIN. DUI. WOOD; STEEL 1.33 LBS/FT 11VAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FOOT SPEC.) OPTIONAL POST PRINCIPLE POST PATTERN (CANTS T WARDSEFL W) FILTER FABRIC TYPE III OR TYPE N SILT FENCE SILT FLOW SILT FLOW TYPE III OR TYPE N SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS -' SILT FENCE APPLICATIONS X REMOVE EXISTING TREE - • DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING 8" ELEVATION SECTION WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. Remove Curb if Existing Z TYPE III SILT FENCE PROPOSED LEGEND :E All Drives DIRECTION OF FLOW 1� e POULTRY MESH (20 GA. MIN.) 1" N OR TYPE A FENCE FABRIC EXISTING ELEVATION 1 -1/2 "R Wearing Surface o (INDEX NO. 452 & SEC. 966 i0 3 18.87 PROPOSED ELEVATION % :d :4• FOOT SPEC. i- NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO a =' : :: 20d +/- THESE ELEVATIONS FOR TOP OF CURB HEIGHT. 3" MIN. DAB WOOD; Compacted. . . . (MEG = MATCH EXISTING GRADE) W -j- Subgrade • , • • o T -a- 6' CHAIN LINK FENCE 15" TO 0 18" -N- SILT FENCE O7 NUMBER OF PROPOSED PARKING SPACES POST OPTIONS: 2" x e OR 2 1/2 MIN. DUI. WOOD; STEEL 1.33 LBS/FT 11VAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FOOT SPEC.) OPTIONAL POST PRINCIPLE POST PATTERN (CANTS T WARDSEFL W) FILTER FABRIC TYPE III OR TYPE N SILT FENCE SILT FLOW SILT FLOW TYPE III OR TYPE N SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS -' SILT FENCE APPLICATIONS X REMOVE EXISTING TREE - • DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING 8" ELEVATION SECTION WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. Remove Curb if Existing Z TYPE III SILT FENCE :E All Drives OPTIONAL POST POSITION e POULTRY MESH (20 GA. MIN.) 1" N OR TYPE A FENCE FABRIC 1 -1/2 "R Wearing Surface o (INDEX NO. 452 & SEC. 966 i0 3 IT % :d :4• FOOT SPEC. °o POST (OPTIONS: 4" x 4" OR a =' : :: 20d +/- 00 3" MIN. DAB WOOD; Compacted. . . . PRINCIPLE POST STEEL 1.33 LBS/FT. MIN.) Subgrade • , • • PATTERN (CANT - 10' MAX. ED 20 DEGREES TOWARDS FLOW) FLOW 1.5" ASPHALT CONCRETE TYPE S -1 OR EQUIVALENT - 6" LIMEROCK OR D.O.T. SHELL BASE COMPACTED TO 98% OF MAX. DENSITY PER AASHTO T -180. 9" STABILIZED SUBGRADE COMPACTED TO 98% MAX. DENSITY PER AASHTO T -180. ASPHALT PAVEMENT DETAIL N.T.S. 0 0' 20' 40' SCALE: 1" = 20' POULTRY MESH TYPE N SILT FENCE TYPE III SILT FENCE a ' ` ' I® 11 OR FABRIC SILT SCREEN BARRIER DETAIL 1 x534 X11 11 I A I drive asphalt c ' FILTER FABRIC (IN FILTER FABRIC ' 140 I I 2' -10" CONFORMANCE WITH F.D.O.T. INDIX N0. 102 N.T.S. 1 I I c�. ' ®SEC. 985 FOOT SPEC.) NOTE: SILT BARRIERS FOR FLOWING STREAMS AND TiDAL CREEKS MAY BE EITHER FLOATING, FENCE, `�'1B 1 1 k�` in OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUiT SiTE CONDITIONS AND MEET M ►� _ -� at $ I I EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPES) WILL BE AT THE - - - 4. 8 I I I -i`IR- - CONiRACTOR S OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS; HOWEVER, PAYMENT WILL BE MH 2 /y� ® ® ® ® ® ® ® ® ® ® I I C UNDER THE PAY ITEMS) ESTABLISHED IN THE PLANS FOR FLOATING SILT BARRIER AND /OR STAKED MH 3 m / / r 4.18 4.0412 (��J o g• BARRIER. POSTS IN SILT FENCES AND STAKED SILT BARRIERS TO BE INSTALLED IN VERTICAL r 4.11 / 1 12" 2 ELEVATION TYPE IV SILT FENCE SECTION POSITION UNLESS OTHER - WISE DIRECTED BY ENGINEER. V •02 �\ 'hedge 6 hedge - _ed e Z 6�C 4.00 408 96 k 1 I R 14" SILT SCREEN BARRIER DETAILS 4. 02 -y - S S x "'-- ___- _- -__ = -9 x3'96 '2x:.94 11 00 valle curb 3.98 3,85 valley cu9'b73 3.g��,\3,873 93 14 .94 F.D.O.T. INDEX NO. 102 N.T.S. e� - - - - _ - 4.01 Modified and Valley Gutter Curbs join exist back of curb 12" Textured Surface 1 "o Max Slo p a Remove to an "-�,,1/2" Expansion Joint even joint or sawcut Curb 3000 psi conc 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. SECTION A -A SECTION B -B NOTES: 1. Provide tooled Joints at distances matching the width. Also place expansion joints at driveways. 2 If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. O 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6 /10x10 welded wire mesh reinforcement. 8. Ramps shall have a tactile surface. textured to a depth not exceeding 1/8" byy use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Deslgn Standards. Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL CITY OF CLEARWATER INDDC NO. 109 VERTICAL CURB TYPICAL CURB CROSS SECTIONS CITY OF CLEARWATER INDEX NO. 101 Sheet 1 of 2 RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT ENGINEER DATE APPROVED BY CITY ENGINEER MICHAEL D. QUILLEN. P.E. # 33721 DATE NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. REVISION Call 48 hours before you dig! IT'S THE LAW! 1- 800 - 432 -4770 3.93 S.PK 1t 4.40 3.62 4 x xy.�2 x 4.37 R 4 x xk• o X1.66 BAY ESPLANADE 11 1 '`' MH 7 �� x3.o7 xo.55 18 parallel parking r 4.22 boat ramp _ spaces I°s - - _ 3. 1 cone _� ��8 3.8 dock I = - valley curb REMOVE EX /ST �, I o•11 �- I -� Hooting - - • 88 - HEDGE x•3.8 �� FAN 1 walk` - _ - [3$` 11 - -�� - - - - 6h - - - - - - - 1-6' he 382 - - - - 3.70 - _ 6 hedge 3-6 - - M 4.iQ0 11 handrail 97 4. .3.95 x4.13 14 I 11 x 4.80 _ 57 x 4.28 '12 O �. " "x 4.87 4.90 - Z7 " O 'k-1 4N r'2" r 12, s gig 4 4. r h ur_ 14 11 - - - - -- tilb REMOVE - - - -- - - - I 1. - -- .12� 1At _ 4.21 x 4. I x 4.22 I 3.99 x x 4.83 h 1 � I x 4.54 s' 12 6' x 4.63 6 ' a� ti 1K M11 op (A low Or a. nc al - - �� -2" I I conc basketball court x4.91 3 �; ,- 8 0' x 0 x4.et in 6 7. 2' , I :3 X 2 \ 1 �1 4.88 I s. I I one I � "x 4`83 x 4.61 17 I x 4.52 PROJECT AREA I I I s' 0120, I I I ' x4.53 6 �3.96x I� � I conc walk I 14" I 1I - - - - -- ® x- - - - - -- r� I 6' �� - 4.81 I IGI conc walk �Yg 4.94x 5.08c 12 x484 x4.89 I x4.35 1 I 2 I �c I I 1 3.85 x II 00 x3.80 g / toy �` 4.30 - I r, I Nx 4a4 VZ804.80 c e� he 59 �' s" " I ° I I rec center bldg I x 4.79 �2 1 " x 4.50 I I a `�l 1 ( L 12 _ 4 I L i 4REMOVE EXlS \ - _ M 4 " 12 ► n - --x 3.13• � HEDGE 2" I 1y1, I ID ' I hI. I i I " l\ x404 475x C 2" 'x4.7t d., I I 6 tob, ° 12 " 4' O Y14 O" ("';_d2 lot 1" " x 5.73 4r" '12" "J ac I I I r I I I units I I I conc 45k I I - - -3•9gg `;'M -,, 6,� x 5.32 I I I I I x 4.52 L/ \t -if _tob - - - -I / I x 4.07 4.e- cone 13.1 1 x2.50 ` 515'x\ 4"' ';a4' I 14 �� I Lk.12D �\ .92 /.`.� x2.14 \4.40 v 70.0' !' `C!¢" I 3.48x 1 ■ ----------- - - -12" 024" 1 x 4.84 x 4.80 conc - - - "_ -=°•- -� 1 I / I` Inv 6" pvc 3.60 n -� � ' •01 " I x 4.61 wooden I \ 12" 10 x 4.06 I 1� I wooden I x 1.a5 x 4.07 18" deck I deck ny jl x4.o4 \ 1�3.47x 1 o� /i CL ' 2 "ia"� _ 1_0 i I r�l l�X I Igo : . wooden x 102 deck x 4.87 I x- 0.77I,I x 3.71 x 3.80 x 3.82 I L x -0.52 I I 1 3.59x 1�1 FCX mo'� 7�'. -� 1'_ -_ y -g _ - J4 �_' - ic- all � -`' -Y � FCX FCX L--- --. -_! x -1.83 x -1.89 x -1.75' X -1.61 x -1.53 X -1.93 x -1.70 CITY OF CLEARWATER PARKS 97' AND RECREATION DEPT.. OR NOTE: This survey prepared by the City of Clearwater Engineering Department. The Horizontal Datum is Florida State Plane Coordinates, N.A.D 83 -99, Florida West Zone. The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988. ��� +SF. CITY OF CLEARWATER, FLORIDA ,,� � EUEL--,',& SS ; OCIAT S Nis ; PARKS & RECREATION DEPT. CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS 100 S. Myrtle Ave. 4625 EAST BAY DRIVE, SUITE 21 1, CLEARWATER, FL 33764 51 FAx727.821 Clearwater, Fl 33756 PH 727WWW.CFRED EUEL.NET 7255 BY DATE �iiii�/� CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 CLEARWATER BEACH /LIBRARY RECREATION CONSOLIDATION DEMOLITION /DETAILS 37 AUTHORIZED AGENT SIGNATURE FOR CSWM 11701 AL RE0SJ'VED 02 2007 , � 1t tr Ofi G7 !.l� " A"'11111111v!114" ck .RV: T C-ARIV6,iER DRAWN BY DESIGNED BY �.�b . '• F ' NOVO B.A. y',• "� • CLEARWATER CONTRACT N0. Bc; A.A, C. ' 07- 0044 -PR SCALE SURVEYED BY BOOK Oi� t CLEARWATER VERT. NONE Clea;-�"dter �00051 DATE DRAWN �s k DWG NAME ; ` •• HORIZ 1 " =20' 8 , 07, �� �'► d�07. bq SHEET No. 3 OF 4 BRIAN A. BARKER, P E 5672 4" Drop at All Drives 5" 1" 1 -1/2 "R Wearing Surface o / Ls . i0 3 IT % :d :4• °o of a =' : :: r Base 00 i0 Compacted. . . . Subgrade • , • • VERTICAL CURB TYPICAL CURB CROSS SECTIONS CITY OF CLEARWATER INDEX NO. 101 Sheet 1 of 2 RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT ENGINEER DATE APPROVED BY CITY ENGINEER MICHAEL D. QUILLEN. P.E. # 33721 DATE NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. REVISION Call 48 hours before you dig! IT'S THE LAW! 1- 800 - 432 -4770 3.93 S.PK 1t 4.40 3.62 4 x xy.�2 x 4.37 R 4 x xk• o X1.66 BAY ESPLANADE 11 1 '`' MH 7 �� x3.o7 xo.55 18 parallel parking r 4.22 boat ramp _ spaces I°s - - _ 3. 1 cone _� ��8 3.8 dock I = - valley curb REMOVE EX /ST �, I o•11 �- I -� Hooting - - • 88 - HEDGE x•3.8 �� FAN 1 walk` - _ - [3$` 11 - -�� - - - - 6h - - - - - - - 1-6' he 382 - - - - 3.70 - _ 6 hedge 3-6 - - M 4.iQ0 11 handrail 97 4. .3.95 x4.13 14 I 11 x 4.80 _ 57 x 4.28 '12 O �. " "x 4.87 4.90 - Z7 " O 'k-1 4N r'2" r 12, s gig 4 4. r h ur_ 14 11 - - - - -- tilb REMOVE - - - -- - - - I 1. - -- .12� 1At _ 4.21 x 4. I x 4.22 I 3.99 x x 4.83 h 1 � I x 4.54 s' 12 6' x 4.63 6 ' a� ti 1K M11 op (A low Or a. nc al - - �� -2" I I conc basketball court x4.91 3 �; ,- 8 0' x 0 x4.et in 6 7. 2' , I :3 X 2 \ 1 �1 4.88 I s. I I one I � "x 4`83 x 4.61 17 I x 4.52 PROJECT AREA I I I s' 0120, I I I ' x4.53 6 �3.96x I� � I conc walk I 14" I 1I - - - - -- ® x- - - - - -- r� I 6' �� - 4.81 I IGI conc walk �Yg 4.94x 5.08c 12 x484 x4.89 I x4.35 1 I 2 I �c I I 1 3.85 x II 00 x3.80 g / toy �` 4.30 - I r, I Nx 4a4 VZ804.80 c e� he 59 �' s" " I ° I I rec center bldg I x 4.79 �2 1 " x 4.50 I I a `�l 1 ( L 12 _ 4 I L i 4REMOVE EXlS \ - _ M 4 " 12 ► n - --x 3.13• � HEDGE 2" I 1y1, I ID ' I hI. I i I " l\ x404 475x C 2" 'x4.7t d., I I 6 tob, ° 12 " 4' O Y14 O" ("';_d2 lot 1" " x 5.73 4r" '12" "J ac I I I r I I I units I I I conc 45k I I - - -3•9gg `;'M -,, 6,� x 5.32 I I I I I x 4.52 L/ \t -if _tob - - - -I / I x 4.07 4.e- cone 13.1 1 x2.50 ` 515'x\ 4"' ';a4' I 14 �� I Lk.12D �\ .92 /.`.� x2.14 \4.40 v 70.0' !' `C!¢" I 3.48x 1 ■ ----------- - - -12" 024" 1 x 4.84 x 4.80 conc - - - "_ -=°•- -� 1 I / I` Inv 6" pvc 3.60 n -� � ' •01 " I x 4.61 wooden I \ 12" 10 x 4.06 I 1� I wooden I x 1.a5 x 4.07 18" deck I deck ny jl x4.o4 \ 1�3.47x 1 o� /i CL ' 2 "ia"� _ 1_0 i I r�l l�X I Igo : . wooden x 102 deck x 4.87 I x- 0.77I,I x 3.71 x 3.80 x 3.82 I L x -0.52 I I 1 3.59x 1�1 FCX mo'� 7�'. -� 1'_ -_ y -g _ - J4 �_' - ic- all � -`' -Y � FCX FCX L--- --. -_! x -1.83 x -1.89 x -1.75' X -1.61 x -1.53 X -1.93 x -1.70 CITY OF CLEARWATER PARKS 97' AND RECREATION DEPT.. OR NOTE: This survey prepared by the City of Clearwater Engineering Department. The Horizontal Datum is Florida State Plane Coordinates, N.A.D 83 -99, Florida West Zone. The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988. ��� +SF. CITY OF CLEARWATER, FLORIDA ,,� � EUEL--,',& SS ; OCIAT S Nis ; PARKS & RECREATION DEPT. CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS 100 S. Myrtle Ave. 4625 EAST BAY DRIVE, SUITE 21 1, CLEARWATER, FL 33764 51 FAx727.821 Clearwater, Fl 33756 PH 727WWW.CFRED EUEL.NET 7255 BY DATE �iiii�/� CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 CLEARWATER BEACH /LIBRARY RECREATION CONSOLIDATION DEMOLITION /DETAILS 37 AUTHORIZED AGENT SIGNATURE FOR CSWM 11701 AL RE0SJ'VED 02 2007 , � 1t tr Ofi G7 !.l� " A"'11111111v!114" ck .RV: T C-ARIV6,iER DRAWN BY DESIGNED BY �.�b . '• F ' NOVO B.A. y',• "� • CLEARWATER CONTRACT N0. Bc; A.A, C. ' 07- 0044 -PR SCALE SURVEYED BY BOOK Oi� t CLEARWATER VERT. NONE Clea;-�"dter �00051 DATE DRAWN �s k DWG NAME ; ` •• HORIZ 1 " =20' 8 , 07, �� �'► d�07. bq SHEET No. 3 OF 4 BRIAN A. BARKER, P E 5672 U X E 0 rn n 0 0 N 0 Z PROPOSED LEGEND DIRECTION OF FLOW EXISTING ELEVATION 18.87 PROPOSED ELEVATION NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. (MEG = MATCH EXISTING GRADE) -�- SILT FENCE ONUMBER OF PROPOSED PARKING SPACES X - REMOVE EXISTING TREE SITE DATA TABLE: CLEARWATER BEACH RECREATION CENTER 75 BAY ESPLANADE CLEARWATER, FLORIDA PROPERTY OWNER: CIVIL ENGINEER & SURVEYOR: CITY OF CLEARWATER DEUEL & ASSOCIATES PARKS & RECREATION DEPARTMENT 4625 EAST BAY DRIVE, SUITE 211 P.O. BOX 4748 CLEARWATER, FLORIDA 33764 CLEARWATER, FLORIDA 33758 -4748 (727) 822- 4151 -TEL TELEPHONE # (727) 562 -4800 (727) 821- 7255 -FAX FAX # (727) 562 -4825 EXISTING LEGEND A ARC M.H. MANHOLE A/C AIR CONDITIONER MISC. MISCELLANEOUS AC. ACRES MHWL MEAN HIGH WATER LINE BFPD BACKFLOW PREVENTER DEVICE MAS. MASONRY C CHORD N &D NAIL AND DISC (C) CALCULATED NGVD NATIONAL GEODETIC VERTICAL DATUM CB CATCH BASIN N0. NUMBER C.B. CHORD BEARING 0/E OVERHEAD ELECTRIC CBW CONCRETE BLOCK WALL O.R.B. OFFICIAL RECORD BOOK C.M. CONCRETE MONUMENT P.C. POINT OF CURVE CO. CLEAN -OUT PG. PAGE CONC. CONCRETE P.O.B. POINT OF BEGINNING 4 HC CENTERLINE P.O.C. POINT ON CURVE &F CHAIN LINK FENCE P.O.L. PONT ON LINE CTV CABLE TELEVISION P.O.T. POINT OF TANGENCY PROPOSED DEED R RADIUS D E.P. DEPARTMENT OF DIVIRONMENTA. PROTECTION (R) RECORD EL. ELEVATION RCP REINFORCED CONCRETE PIPE F. FOUND RNG. RANGE F.F. FNISHED FLOOR R/W RIGHT OF WAY FHA FIRE HYDRANT S. SET FPC FLORIDA POWER CORPORATION SAN. SANITARY GI GRATE INLET SEC. SECTION GV GATE VALVE S.F. SQUARE FEET GW GUY WIRE S.R.D. STATE ROAD DEPARTMENT I.D. IDENTIFICATION T.O.B. TOP OF BANK INC. INCORPORATED T.O.S. TOE OF SLOPE I.P. IRON PIPE TRANS. TRANSFORMER I.R. IRON ROD T.V. TELEVISION L.B. LICENSED BUSINESS TWP• TOWNSHIP L.P. LIGHT POLE U.P. UTILITY POLE (M) MEASURED W.F. WOOD FENCE PROPOSED LEGEND DIRECTION OF FLOW EXISTING ELEVATION 18.87 PROPOSED ELEVATION NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. (MEG = MATCH EXISTING GRADE) -�- SILT FENCE ONUMBER OF PROPOSED PARKING SPACES X - REMOVE EXISTING TREE SITE DATA TABLE: CLEARWATER BEACH RECREATION CENTER 75 BAY ESPLANADE CLEARWATER, FLORIDA PROPERTY OWNER: CIVIL ENGINEER & SURVEYOR: CITY OF CLEARWATER DEUEL & ASSOCIATES PARKS & RECREATION DEPARTMENT 4625 EAST BAY DRIVE, SUITE 211 P.O. BOX 4748 CLEARWATER, FLORIDA 33764 CLEARWATER, FLORIDA 33758 -4748 (727) 822- 4151 -TEL TELEPHONE # (727) 562 -4800 (727) 821- 7255 -FAX FAX # (727) 562 -4825 FLOOD ZONE: AE (EL 11) SET PK NAIL ® MAP PANEL NO: 12103CO102G FOUND NAIL & DISK REVISED MAP: 09 -03 -03 BACKFLOW PREVENTER X PROJECT AREA SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 8,398 SF(25.9 %) 9,736 SF(30.0 %) TOTAL ASPHALT /CONC /SHELL AREA = 11,721 SF(36.2 %) 9,774 SF(30.1 %) TOTAL IMPERVIOUS AREA = 20,119 SF(62.1 %) 19,510 SF(60.1 %) TOTAL GREEN AREA = 12,276 SF(37.9 %) 12,884 SF(39.9 %) TOTAL PROJECT AREA = 32,395 SF (0.74 AC) ZONING: OS /R ® BOLLARD PROPOSED USE: RECREATION AND LIBRARY FOUND CONCRETE MONUMENT F.F. PIN: 05/29/15/00000/330 /0100 a SPRINKLER PARCEL ARE: 4.20 ACRES M.O.L. GAS METER 0 RECLAIMED WATER VALVE EXISTING PROPOSED DWELLING UNITS 0 0 NUMBER OF PARKING SPACES: (65 REQ.) 132 SP 126 SP NUMBER OF H.C. PARKING SPACES: 4 HC 4 HC BUILDING HEIGHT: <30 FT <30 FT F.A.R.: 0.06 0.07 1. S. R.: 0.55 0.55 REQUIRED PROPOSED SETBACKS NORTH 25' 32.96' EAST 10' 71.92' N 0' 20' 40' SCALE: 1" = 20' Call 48 hours before you dig! 1 IT'S THE LAW! 1- 800 - 432 -4770 -*A- - - Mykv �� II 121 II II �'Il 11x4.28 11 �, 1 x4145 1 x1,. 4.04 Ix 4.37 1 x4.904.O�V. 00 11 1 II °II em In 11% ki2 I I I W Xb'? 4.09I1 � 4.42 x 0441 x 4.41 ® x .33 v I I x 5.00 % r I I RA I I Z I I 12" a 12 I I � 1 I sky ® ®® ® ® ®�►,� Nii rn I 4.11 4143 1 I 1 xp1 Ix� 0 I1 X 5.34 al I I I 1 I drive asphalt 1 II II I N is Cm 11 � - - - �kc�' - - - - - - - - 4. eM lI 1I MH 2 I I � �--- FIR- - - - - -- M H 3 M / r 4.18 4.041 x1 4.2 ® ® ® ® ® ®1 r 4.11 4. /02 ,3, \ \ ' hedge12 k• X 4.08 X4.19 parking lot 29 spaces x 4.27 x 4.08 ® I I II ® II ® II ® II II x 4.15 ® X3.95 ®II ®II ® ®II I I ® II ® 11 6' wood r I I fence $93 ®11 I O a I I ®11 o$ JI 1 ®11 L__J III III Y1 II° / \ f X14" I 1 4. 4.02 - -� $ $ kry, 4.OD� \� 408 - - - -- -3.96 - - -- 9 12 x3.94 11 valley curb 3.9s x - - - - - - -�\ x3.93 x3.98 4" El 3.85 valley cum 3.Dls x,\3.87 94 INSTALL 6" WA TER LINE & \ _ fF2s5s -4101 S.PK ,o ,� e4: 0 FIRE HYDRANT ASSEMBLY g 3•s3 \ - - 1 3.82 ��•' 11 11 ■4.76 x4.37 �xk' xk' BY CITY ��' °' •r BAY ESPLANADE x x�.s611 1 "' MH ? �� x 3.07 x 0.55 18 parallel parking r 4.22 oat romP spaces �0e - - - 3. 1 CONST ASPHAL T DR /1/E I conc b I 2. 3.89 - dock 1 �- - - - - - 3.69 � _ � Hooting 0.11 _. 1 6' Water ^� 433 �a9 valley curb I fitP N " " - " 3.88 CONST VERTICAL MEG 3, - - - -- 10 - - - - -- - - -- _ " 14 �� CURB TYP /CAL 3g.4s� -ai5 _G walk ,,:'`�__ - -[�` At 3.70 3•% M ��^ k�ti 5' conc walk -�y - - - - 6y - - - - - - , --ME6' ed�� - - - - - - - '3.90 p 440 I handrail ��� x- - -- - - - - -_ -- -r- - -- _ _ - - -- _ _ - -_ - - -- -� .� . x4.13 approx. location of s,' _i9 - - -1 1 COX exist fire hydrant x 5.07 - - - - - - - "1` x 4s6 x 4.60 61 " 26 12 a k14" �14» ,x4s7 r 4so " a!1 0 - X59 ,a - . 11 > _ 19 . 14 I yl -- - -15.a� 12 1 I S /LT FEW .1a- f/I I I r- - - - - -- - - - -- ---- - - - - -- CONST 15'x24"ASPHALT�, �. •, �I y� o I I I INSTALL 6 X 6 TAPPING 2 �EfVICE UR/I�'I` � � �o SIGHT TRIANGLE � 1 r At I I r` '�i 2" I SLEEVE AND VAL VE & 6" 90' 1 W x4177 ' r ` .; N X (TYP /CAL) 1 �. 4.21 W W W W e a x4.22 I o� I BEND (BY C/TY) SO� �T'P /CAL, ' F` x 4.63 I I t �")' 3.99 x I x 5.51 x 5.51 `+x'4.95" 9 # 5. �'� ( , I 16 ♦v ♦Y w w •v , F! R p� 4 �' 12 6' V V x4.63 CONST 4 rn1 d. n 71. .�''�k. , II x5.41 x5.31 x5.23 x5.20 x5.07 x4.94 I x4.41 CONC WALK I 1 x 4.154" I x o Alb 10" � parking lot I I I 101 CONST 66.67x15.67' b'. 119. - = I 79 metered spaces f /I� 1 I BUILDING ADD /T/ON x" - I 4 handicap spaces I I r j 4" 1 conc basketball court x 4.91 x 1D MATCH EX /ST BLDG ,' m �6 7 . 2' 1 # 4. 11 I F.F. ELEVA 7ON I Q r 1 x 5.49 x 5.36 x 5.30 x 5.20 x5.09 x 5.01 x 4.92 x4.83 I b• I x �, 2' NF 4.88 2' 4.88 I7t9 I one CONST 5' CONC WALK TYP /CAL I I x41 3 x4•ee l MEG + 6, I 1 I X 4127 1 r� ' 3" l I I I 1 I 81 I x 4.52 12 I I x 6' 6' 1" -\ " x4153 3.96x------ QS - - - -- �- - - -- X515--+--- _--- w6 ea------'f I� _� 10 I I I4" `x,3.87 le, �'- 74' .80 .03�-- - - - - -- ------------ - - - - -- .80 1 conc walk I n h• e'`'`' 1 g. k'` 5' \conc walk �' ryk o� \ ® / x 4 I I 6' I I 1 5. / \ ` h j• k� e tan rail 60 - - - - - - x4.43 te r - - 4.81 I 4.84 4.89 I 1 _ r x conc 12 I mob 09" / i " �j 2�1 �16�14 "�14" / 1 �k _ a 5' conc walk - !>°' _ _,� 4A4x 5.U-S) ( 14" I I I x x I x 4.35 I I _ - "• - I 4 O " . a ral4.16 - - " �i 2" 1 Y I I I I I 9 I / . \\ 1 / / /1T� �4 \1(3.9 X3.80 1 '�'" ►J' -' 3 I I I iJ I I I 3.85 x " /� % Y 1 / _ _ o I �x 4.74604.80 46 25 / � ` �/ - � / \ 7 / \ ed e / 4.30 -4 p N -- �_ -, / 3.02 -� to�� 6' he a "14.30 I I I / " x I 1c 1 % - - -4W_ -tob I , / -&q5 - 6 " I I I MEG rec center bldg r /2 1 x 4,50 1 ' I O� I / �3 59 CONST 5 x 4.79 I o C - X04 I - -fP5 10'`x" -' 03 \ / I CONC WALK 6 L• ' 2 - I ( 4� 1 L 1 - tob \ -K 3.1B�.Ob x 4.53 x raj ( I 4 " 12'x 1 If 19 I S/L T FENCE 4.75 x I r1 " 12" x x 4.04 I a, ►1 \ �� 4.71 I I 6' I o 11 'L.54 \ r - ' 2 » I \ I -wir39 r1 on 4 r I1 I I 4' "» I aC 1 MEG � x x x-11- x� r - --'-1 iot ° II �2 x5.73 12 1 units II 1 I Il 1 II 1 concX45k I /� -� � o - x5.32 x4.52 1I ,tb 4 L - - _ J 1 CONST 20'x14.67' I / / I x 4.o7 i +1 x-2.50 5,15 I BUILDING ADD /T/ON 1 J / 1 conc 12J 1 SYMBOL LEGEND SET PK NAIL ® WATER METER FOUND NAIL & DISK ® BACKFLOW PREVENTER X FOUND CUT "X" QS SAN MANHOLE rr PALM TREE ® ELECTRIC BOX, IN- GROUND 0 BUSH hb HOSE BIB � RECLAIMED WATER METER 0 FOUND IRON ROD ® CONCRETE LIGHT POLE m GTE PEDESTAL ® BOLLARD ■ FOUND CONCRETE MONUMENT F.F. FINISHED FLOOR a SPRINKLER ® GAS METER 0 RECLAIMED WATER VALVE m FPC PEDESTAL O OAK TREE � WOOD UTILITY POLE ❑o CONCRETE UTILITY POLE E ANCHOR PARKING METER CONST 20 L. F. 12' 4" HIGH C. M. U. WALL W/C \ 4' x MA TCH EX /ST BLDG 14 / 1 �- 1 I \ F.F. ELEVA T/ON I xx 4.TIA / / 1 _ _ _ _ lb'3 L 3.92 x 2.14 4.40 1 �YJ x 70.0' ((( ". I .48x I (I ----------------- •�-t�6 // I (12" 024» I 1 x 4.84 x 4.80 I I X cone inv 6` pvc 3.60 n -,,,x - - 1" .o, \\ r' X12" 10" 1 // I 1 v.vn I Wooden x 4.81 I Wooden / x 1.65 1 1 x 4.07 � 8" x 4.04 x 4.08 1 / deck ( deck oti/ o I r of I " /I 3.47x CIL "°� I l o l wooden x,.o2 L deck x4.87 II x3.7, x380 I I x- 0.52 x -0.77 I I x 3.82 1 3.59x 11 I-- .hnndra!1- -0� ---- - - - - -- I- ,-i- 3.90 1 - - - -- - w6awair- - - - - -- 3CX FCX ,I x -1.75 ' - - - --! x -1.83 x -1.69 X -1.81 x -1.53 X -1.93 x -1.70 NOTE: This survey prepared by the City of Clearwater Engineering Department. The Horizontal Datum is Florida State Plane Coordinates, N.A.D 83 -99, Florida West Zone. The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988. CITY OF CLEARWATER PARKS AND RECREATION DEPT.. AUTHORIZEI 6T,,, SIGNATURE FOR CSWM VED ' .'02 2007 'LAI`�f ING C0 �j i, r� KTItilEIVT �dTY r,�E CL DRANK BY DESIGNED BY ♦ ��` Ck1ECk�� d %. CLEARWATER CONTRACT NO. RECORD DRAWINGS .����� - -- Novo B.A� -,� ;• z;ki. ••. Tp �. ` 07- 0044 -PR .o' CITY OF CLEARWATER, FLORIDA SSO C TATS CLEARWATER BEACH LIBRARY SURVEYED BY ¢: Na CLEARWATER JOB N0. SURVEYED BY EUE i Q� DRAWN BY \ y\ h Vr►. ', vERt NONE Clearwq�ter :, ,� 2007051 ®� PARKS &RECREATION DEPT. DATE DRAWN �;; DSNG�IAME er, .,R SHEET N0. RECREATION CONSOLIDATION »_. REVIEWED BY ;n - q CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS HORIZ 1 20 $ 3 �7 0Q7 242 4 OF 4 PROJECT ENGINEER DATE a�Q,,, 1 OO S. Myrtle Ave. 4625 EAST BAY DRIVE, SUITE 21 1, CLEARWATER, FL 33764 • �s�c`•, .,' *; �(„A t� P! ! 727.822.4 ] 51 FAx 727.821.7255 SITE PLAN /CSWM PLAN „ APPROVED BY = 'gTER F °0'� Clearwater, Fl 33756 WWW.CFREDDEUEL.NET N .; �a CITY ENGINEER MICHAEL D. QUILLEN. P.E. 33721 DATE REVISION BY DATE °��������� CERTIFICATE OF AUTHORIZATION # 26320 LICENSED BUSINESS # 107 BRIAN A. BARKER,:' Pa }�a 8 DATE Roof Line — _ 12'_1" HIGH C.M.U. ,�`,..... '- N WALL lU/ CAP °'`,�•••�d''`:�u a u 14 8 20 0 e 13.4 Y fI I e ®\ / ®� o'I ' I�- a I EXISTIG A/C I — — — — — I — — — — Stoade #� i I PLATFORM 14.8'y, 20' ® i TO REMAIN i Roof Line Covered intru- - — — — — — — — — — — — — — _71 i --� N =4- cis \ I _ _ " ' - - - - - -� / / / 14' 4" I 1; 4" --- - - - - -- w L01 t- I v Comp anion 1 1 E 13 0 Lv gn a/ Ebeling -9 I/2 2.2 4 -6 1/2" �Jen. I / / Control \ I- - / I 15 Q \ end ing/° 4' =0" / I �' j/ I o LL_ `� \ I Multi—Fur pose y � UJI ��Q I / Room o Stoa e ! 689 s.f. o \ Women 9- / ; wv, IWWQ \ o of to Men E _ 6�x 12', to W�_� Office.0 - i °� 1 E o I `rj Social a \ /, �\ ' -0" 5' -8" " 20' 8" I 'r Hall (1,106 S. f .) E— Ebeling Floc Covering . NEW FLOOR TILE-4 N to A allwa#2 E 1 I- e>aetmg Floor Hallway_#l_ I I I I N 1 Covering _ 11_011 — 1 _ o r I ®'!� � MIRRORS W Elect.. - r I 21 -0" 31_4" 8 8 51 4" 11_ 1. 14' -0" II_411 izz! I 1 I copy machine I II SI_21A x 1-6 1. 1---- T - - -T. - -T - - - I °CUBBY" �z - -- o W 4- - - -{- - -F - — Qoo - T- R 1 -T p Q IUj REM VE AND,, REPLACE EXISTING FLOOR - �, ° TILE W1 124 "x 2�4 "x 1/10" QUARTZ TILE; COLOR TO �E ELECTED FROM MANUFACTURER'S 0 r �-. - - - - rbr' -a STA DAD COLOR PALETTE: Book Dro I I - _ _ _ _ _ Below p I I t 1,28 s.f _ -I- _ _ I - -, � - - -� � t_----- --- -� - - -1 - -._- .�J l= ttn_esls /I I 9 _ _ NOTE: All. library equipment to be furnished I I�- .� • 3 Comp - 1 sinks I I I Installed by others, typicaletg I N ( _3 Break I I I - - - - - - - - - j T Room T T T T I I M �Room ' ' I --- + - - - + - - - - - - - -- j I I I � � ._� Q I J I I t �" I I I o� � 1,090 s.f r --i r --i -- _� L_, r- � I\ I I i• I I l I I I I �- I ..... Social 1 I I I I I I. `f' Comm. NRef/ - -- - -= - - - --,- / u Prz. T T T Cl y Hall � , 1 I I - - wri t_-1- _--- 1----- 1---- 1.___1— -� � WAN I � -^ IZ U L �Q= I ,ti I 21 -4 8 w Stora a 3� L_ ' - -- - -- �q� -8� 8.4,x s I \ � 1 V 1 I _M �2I_8" 31_411 --- �r - - - - -. r - -- - - -� r - -- v- �' � � �' � I i o \ " 131 -0" • 1 - N ..' ..' 11 JL ALTERNATE #I 81, 131.41. a 8' 131 -4" 18, 3' -4' 10' -0" i41_4x E E STOREFRONT \ / REPLACE EXITING 14' -8" 14' -8" I4' -8" I t SIDING lU/ NEW GLAZING, FRAMING t � BULKHEAD AS INDICATED. 7� Roof Line Neu glazing an story rout o o f= I a Plan North SCALE: 3110 P -011 - _ - = - - - = -------------- L G g G n d: ExlstIng to be removed: Existing to remain: l�1cW Construction: ORIGINAL C.N.U.: 8 "x 8rrx 1� masonry units ��` �' �• 2067 New reconstruction: rI 1/2 x 3 1/2 Netal studs 0 "Y �F CLEA 7lfl4_'i`rl�t I� o C. w/ 1/2 gyp. wal1'b d. both sides. Lo 4W° �E4 eo p �UH o� C/3 U o E ■ MEN' Fill 0 [a Fill F1 3 m Z O W o Z W 0 FE11aaa113 3 < SRF 0 LU 0 [1-11 aaa�.11 � p U X AA,,o W a: W 0 rL ui W E Q3 C L ` 111) no U-1 Ole "A C) 0 o � � u Fill [a 0 11-11113 0 Z W o A. z A_41 1 EXISTING BATTEN,SEAN NETAL ROOF o 3 O f.! r !. ,f• IL of Ai NEW CONSTRUCTION ALTERNATE 41 ALTERNATE 41 ALTERNATE #I REPLACE EXITING STOREFRONT NEW STOREFRONT REPLACE EXITING STOREFRONT l SIDING W/ NEW GLAZING, FRAMING I I SIDING W/ NEW GLAZING, FRAMING t SIDING W/ NEW GLAZING;` FRAMING � BULKHEAD AS INDICATED, BULKHEAD AS INDICATED, BULKHEAD AS INDICATED. (;nI ITW 1 ;:VATInN/= A C= tMIMN a if, If 0 c. O N U 0 0 U r, C V �oo CD V ED w 01�� V V l o� �wz �0 u PUN 1 /w1y'� 1�1 U Qw .. H E.w . � U ■ ONE nEl0000 m z 0 O ui 0 z w. F 0 Fill 0 0 Ml [03 Z AV a<c a ' w 0 00000 �o X V U Q� . O Q7 : z iL to IL w w< . w 3 w O +� 4--) R.. 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JJ J-1 l Q xI I +JI 4 ORIGINAL o I S9� I X // \\ xr- \ N Ln r`I o I. r': =" 0 200 X 7 x > n d- X�I � / /-1 O lJ J / (�� \ P6 x 1 \`— \\ x N f�l�►iv�N�i�G C- �`!�Y MENT CITY OF o ( � � X CLEARWATER o Ln RECORD DRAWINGS 1 �� / / / /���� /i 111 EA tr 11 ti� s N• " = CITY O F CLEARWATER , FLORIDA c� -, -�--- Q PARKS & RECREATION DEPARTMENT A M ` INVESTIGATE ® BEFORE YOU EXCAVATE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOLL FREE CLEARWATER BEACH REC CENTER, PLANTING PLAN DRAWN BY R A DES�������� n a. F' CHECKED BY LC CONTRACT N0. N /A SURVEYED BY DRAWN BY SCALE / + w 1 VERT. N A'° D� '�s r �• `'° BOOK NO. N/A JOB NO. / N/A REVIEWED BY �, rE;T�RAWN • • ±, �'; DWG NAM HORIZ. 1 "= 10':;x; 1 / Q N/A APPROVED FOR .� SHEET NO. LA -1 PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY 9 T {1 %� ER X11 viii / /N� "It Starts ,, in Parks 1- 800 - 432 -4770 MIN. 48 HOURS BEFORE YOU EXCAVATE CONSTRUCTION �, �tj;CCil$jERE D w ARCHITECT LER Y C IN #1 6 DATE REVISION BY DATE SUPERVISING LANDSCAPE ARCHTIECT DATE �( �1 0„ 4 8r ICJ I Ivl „ I -IVI _ 45 5' cone walk ��' ------ - - - -�� -- tK - t• tK. - - -- _ _ - - -- _ _� . - - -_� -- - -- _ - - -- _-X- - -- _ - -- - --- _ - -- --� ® c „ 14 >.13 Pl� x 5.01 49 r -- I ;)ei 2" I 1 0 99 x 5.05 I h 3.6 2- =� _ b I 3.88 3.66 _ - ® h I W--- x -_ - -__ _ .88 5, cone Walk �'- _ -_ --- I 14 �,; _ ___-K-- v ----- I - - - --► _ _3_82 --- - - - - -- 3.70__ -- - - -- 3.7Z.6g'� 3.90 - - ---4 Qo I I� handrail I _� - - - - - -- - - - -- -- - - -- --� I -- _ - - - -_ - -� l `�.00 3.97 4.00 " x 4.13 1 4 I 1 I x 4.68 x _4.60 x 4.90 47?�,4 „ >)X 4.67 0 46?�' 2 ----=--------- - -►'�� I---- - - - -4 _ - -- -- - - I - FCX 4.19 , ,, -- - -�/�- __(rt� I X =- % 6 hedge\\ - - .57 x 4.26 12 , 4.59 4.2 -- 4c�u=, = - 4.27 „ I 0 I strai curb straidrb 29 14 i I � 12 I g� 1 I I � 1 28"l 1b 1 I 1 2" I I I 11 X 4.21 x 4.17 i drive asphalt II L -�i 12 1 1 63 x 4.22 I 3.99 x III l I x 4.54 4 26 I I 95 t .1 1 .116 i l U 2 �2 „ ,� _ _ -k III I x 4.63 x 4.94 I I x 4.41 ?�i 4 � J I I - ��=�" � I (o 2� 1 x 4.54 151 j �j w ---------- - - - - -- ------- - - - - -- -� -- - -� _ I I I Q _ 1 _ 1 j • j I �b� 5 c o n c w a l l��� ,b� tip° ��� -� - ., 0- - - -- ------ - -- --x - ,�----- - - - - -- -31 Ix- Q0 14„ I conc basketball court �l I °`�� -- -__ �,` t ;\ �� r B 6 ►I o 3.X yl x 4.91 _I --1 - -- -x- - I -- x 4.91 2 l m I I 1 �] 3" BU BU 1 4 -bid �.8�10 H -- -� \\ I n I, 1 1 - - - -- - -- - -- -- - -- g_ / l - - -� I 1 0� l I 1 �- - -x - -- B x 4.83 `D' x II 23�1 I I I i� I I \ II `tin q u.� s b>,J �. -- �-•�� 248 3 x I I I I I x 4 19 I l % !P�- I �3 1 I clone II 4.68 I 6 1 x 4.2 7 I TREE INVENTORY I 1 I I I X 4.52 I I No. Botnnicn am mmon Name D131-1 Canopy Comments Rating I l3 j 1 2 I l 3.81 x l 1 I II 10 i II I I I .4- 715e' � ��� 4 I J 1 I II / I / \I / 4.03--------- - - - - -- ------- T-- - - - - -- - -- -- - - - - -- ----- - - - - - \l ® - -- - - -�/ _4_.8_ 6 7J I I S S �� I \handrail I �-- �- �< 4.24 x4.43 conc j \ 3.66 ---------------- - - - - -- l _ 5.08x I I 1 1 \ 1 `o `0' 5' cons walk �? �'�� I 1 1 _ 3.64 _ �' �' 4.94x 1 4,11 1 iA andrail \4.18 _ 66 1 II I I. - - Xa.74 - -- 2 „ � � �� _ 2 X14" 55 i - -_ � \ g 1 �, ,b� - Tliz 3.90 x 3.80 �' I \ FF I I / „ �__ �• I x4.74 I X 3.47 / \\ -1 + �i �� 6 - -- -- >,`\ Ix d e,� X4.30 % I \ ,� x 3.02,__ 9' to��\ 6' he ge �� /I / 6 �� °��j 1 I \56 I , �� 35 I 16 / 15 I I �/ x.3.01 \\ 3.59 l j I I 74 x2.76 \ II g \ x 3.78 4.0 x 4.53 L- �___ - - --� 9 1 Q I 1 63 a g � � -- I ❑9 4.75 x � I j _ 58 4.68 73 t o b --12 69 I „ I -,\ 10 12 2 I I 1 67 BU 4 1 I � � C) ac 4.92 x 5.73 7 units 1 I " - -5.27 x 5.32 1 ,_tob I---- - - -I -� I X5 15 . U U 4l x 2.50 \\ QU 4 I l \\ OU 4 U \ I I \ I x 2.14 \ \� -- - - --�c 1 . Sabal Palmetto Sabal Palm 10 2 Sabal Palmetto 5abal Palm 10 3 Sabal Palmetto Sabal Pam 10 4 Sa a Pa metto Sabal Palm 12 5 5abal Palmetto Sabal Palm 12 6 Sabal Palmetto 5abal Palm 18 7 Saba] Palmetto 5n a Pa Fm 12 g uercus virginiana Live Oak 24 3 9 Sabal Palmetto 5abal Palm 12 10 Sabal Palmetto 5 a FaT Falmi- 10 it Phoenix roebelenii Pygmy Date Palm 4 12 Phoenix roebelenii Pygmy Date Palm 4 13 Phoenix roebelenii ygmy ate am 4 14 P chos erma macarthuri Macarthur Pnlm 2 15 Ptychosperma macarthuri Macarthur Palm 2 16 5abal Palmetto 5abal Palm 12 17 5abal Palmetto Sabal Palm 12 18 Sabal Palmetto Sabal Palm 12 19 5abal Palmetto Sa a Pa m 12 20 Sabal Palmetto 5abal Palm 12 21 Sabal Palmetto 5abal Palm 14 22 5abal Palmetto 5abal Palm 10 23 Sabal Palmetto 5abal Palm 12 24 Pt chos erma macarthur[ Macarthur Palm 3 25 Sabal Palmetto Sabal Palm 12 26 Sabal Palmetto Sabal Palm 12 2 1 Sabal Palmetto Sabal Palm 10 28 Washingtoniaro usta Mexican Palm 14 29 Washin Ionia robusta Mexican Palm 12 30 Washin tonia robusta Mexican Palm 14 31 Pt chos erma macarthuri . Macarthur 32 Pt chos erma macarthuri Macarthur alm 33 Sabal Palmetto Saba[ Palm 12 34 Sabal Palmetto Sabal Palm 12 35 Sabal Palmetto Sabal Palm 12 36 Sabal Palmetto Sabal Palm 14 37 Saba[ Palmetto Sabal Palm 14 38 Sabal Palmetto Sabal Palm 12 39 Sabal Palmetto Saba[ Palm 12 40 Sabal Palmetto Sabal Palm 12 41 Saba[ Palmetto Sabal Palm 12 42 Sabal Palmetto Sabal Palm 12 43 Sabal Palmetto Sabal Palm 10 44 5abal Palmetto n a a m 12 45 Sabal Palmetto Sabal Palm 8 46 Sabal Palmetto 5a a Pa m 10 47 Sobal Palmetto Sabal Palm 14 48 Sabal Palmetto Sabal Palm 8 49 Sabal Palmetto Saba[ Palm 14 50 Sabal Palmetto Sabal Palm 12 51 Sabal a metto Sabal Palm 14 52 Sabal Palmetto Sabal Palm 14 53 Sabal Palmetto Sabal Palm 12 54 Sabal Palmetto Sabal Palm 10 55 Quercus virginiana Live Oak 14 4 56 Quercus virginiana Live Oak 10 3 57 Sabal Palmetto Sabal Palm 9 58 Sabal Palmetto -STa-bal Pam 9 59 Sabal Palmetto a n n m 9 60 Sabal Palmetto Sabal Palm 12 61 Sabal Palmetto Sabal Palm 14 62 Sabal Palmetto Sabal Palm 9 63 Quercus virginiana Live Oak 9 3 64 Sabal Palmetto Sabal Palm 12 65 Sabal Palmetto Sabal Palm 12 66 Saba[ Palmetto Sabal Palm 12 67 Sabal Palmetto Sabal Palm 10 68 Sabal Palmetto Sabal Palm 12 69 Sabal Palmetto Sabal Palm 12 70 Sabal Palmetto Sabal Palm 18 71 Sabal Palmetto Sabal Pam 12 72 Sabal Palmetto Sabal Pam 12 73 Sabal Palmetto Saba[ Palm 12 74 Washin ton[a robusta Mexican Palm 16 75 Was ingtonin ro usto Mexican Palm 16 76 Washin tonia robusta Mexican Pam 16 77 Washin Ionia robusta Mexican Palm 12 78 Washin Ionia robusta Mexican Pam 14 79 Washin Ionia robusta Mexican Palm 14 l I I I I `'�.9'Q I I x4.53 B B I X I I �- - - I I 1 „ `x)l3. 87 t" , N 1 conc walk 14 g II 6 I� I� I 21 I II I Q I I I 11 I� � I Lupo, II II I I x4.84 x4.69 I I I M I 1 X 4.35 , = l i I 3.85 x I I I / I / 20, 0x4.50 I 1��I I I x 4.7918 I i 1 4 19 I �I I J 1 1 4 12 II II II I I l 12" I I I 1 15I 1 I I I I„ \\ 1 2„ x 4.04 II II II B 6, I I I 16 I n I l \ I o I 1 I n I I 1 �2 „ 1 1 _ II 101 11I� I conc walk I I _- - - -1r� 3.991 I I cn x 4.75 I I \1� II IQ 11 I I x 4.52 I \ 11I X 4.07 13 J� 1 ► conc 121 II 12 I I \ \I I jx 4. Vl9 / / \ x / I I II 181 ii I - -- :---- - - - - -- - -- I I 1 I 7 I II 3.48x � 12 24 4 8 bldg 0/H x 4.8o 7L--- - - - - -- X- - - - -- - - - -- Ili I i I I / conc -- - - - - -- Inv 6 pvc 3.6 0 n o.69'� I I I � ?�l x 1 wooden / 0 wooden 4.81 x 1.65 1 I 1 2 x I i deck I deck ,\ I I x 4.07 18 4.08 x 4.04 2 . i mod/ �l I 6 \\ /� 3.47x 12 A� �J,, 10 5 I ni 2 RECORD DRAWINGS 1111 / /�/ INVESTIGATE DRAWN BY R A DESIGNED BY R A CHECKED BY LC CONTRACT NO. N /A 11 SEALQ BEFORE YOU SCALE SURVEYED BY BOOK N0. JOB N0. SURVEYED BY DRAWN BY �I �y CITY OF CLEARWATER, FLORIDA EXCAVATE �~ CLEARWATER BEACH REC CENTER VERT. N/A N/A N/A N/A CALL LOCAL PUBLIC REVIEWED BY -�= PARKS & RECREATION DEPARTMENT UTILITY NOTIFICATION DATE DRAWN DWG NAME SHEET N0. PROJECT LANDSCAPE ARCHITECT DATE M- „ yp CENTER HoRlz. 1 = 0 11/1/07 N/A LA -2 _ TOLL FREE TREE SURVEY APPROVED BY -- �!9 %ER i� 1111 „ �� 1- 800 -43REE APPROVED FOR SUPERVISING LANDSCAPE ARCHTIECT DATE REVISION BY DATE �i /�7� // /111 It Starts in Parks" f a r I s MIN. 48 HOURS BEFORE CONSTRUCTION YOU EXCAVATE SUPERVISING LANDSCAPE ARCHITECT DATE q S s v MH7 0 r 4.84 A inv 10" vcp 0.62 nne inv 6" vcp 0.61 s inv 10" vcp 0.15 w inv 10" vcp 0.11 e SYMBOL LEGEND 0 SET PK NAIL A FOUND NAIL' & DISK X FOUND CUT "X" PALM TREE { BUSH ❑r RECLAIMED WATER METER ® CONCRETE LIGHT POLE Ob BOLLARD X1 FINISHED FLOOR ® GAS METER ff FPC PEDESTAL M, WOOD UTILITY POLE ANCHOR W❑ WATER METER ® BACKFLOW PREVENTER SD SAN MANHOLE © ELECTRIC BOX, IN- GROUND hb HOSE BIB ® FOUND IRON ROD �{ GTE PEDESTAL FOUND CONCRETE MONUMENT S SPRINKLER 0 RECLAIMED WATER VALVE O OAK TREE QO CONCRETE UTILITY POLE PARKING METER x EXISTING POINT WALL M A TC H LI N E I �`` i �► �► ','� u �9� A ® I i edge'.. aoo� I I Xa x° x ® ® ® ® I I xI I ® ® ® II brick '1 I I I ® ® ® ® ® �� t °I I I I ®�x� x i O ® II r �� ► l I I ed� • all ► I I h ati12 I► o xix• ® conc �� °\ I I •� oh`' °. �"° parking stop xa° la.I lxl� x ► I ® (tyP) ® I ► ° 4. 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I I ) � (rte rnongrove/ / / / �\ o�,� �`� -T T4' I I I I — X0`'18" - -- -per - - - -- x��o I // .1 12" 24" I , ► + + o/h o/ i -- o/& wal4c /h o/h o /hl / I / I ► 0 ? °. x wooden o• I I a� k o� \ k12" 10" aQ ► / I I �� / y o/ / / / / / / / \ _\ + ° + \� _ deck x ° I I x 18 ' xa• \ \ x ,I/^�" \', x I ► X / ' / o I o0 3 A/C �Unit r�nage wooden I c` Ij 2 "10„ / I I I ► inv fi pve 3. 0 n o deck I 1 wai wa -�s�e t �O1 I p FCX o IAN I I irn grove / I x' ° ��, 1 0 - x °I 1 gross x ° x ► I FCX / / / / / h n it I co FCX _ _ - 1 - - - - -- -- -- - - -- -� NOTE' < � / / / / / `i I c/s I oo°y °� 18" conc seawal�o : o FCX The Horizonte/ Datum is Florida State Plane Coordinates, N.A.D. 83 -99, Florida West Zone. -� —� �' ^�� L ----- �n _ _ J �x x; 6' x; �"' x' x x, ; • The Vertical Datum is the new City Benchmark network, N.A. V.D. 1,988 x RECORD DRAWINGS SURVEYED BY I DRAWN BY REVIEWED BY PROJECT ENGINEER DATE APPROVED BY U. CITY ENGINEER MICHAEL D. QUILLEN, P.E. 33721 DATE REVISION 3w E E BY I DATE CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 CALL INVESTIGATE BEFORE YOU 811 EXCAVATE SUNSHINE STATE ONE CALL callsunshine.com OR TOLL FREE 1- 800 - 432 -4770 MIN. 48 HOURS BEFORE YOU EXCAVATE CLEARWATER BEACH / LIBRARY RECREATION CONSOLIDATION P ° x x x O C13 a W Q. /6h x J V 0 x,� sp IC, x 6 x ^� x 0 "gyp x °� e x x X'0 d� x'O "'' x i o x ti x 6` "C" x P° h x \ ,O� x h °h x ti "°" x \O o. x x x'� h x '1� _,,,����I�IIIII����1111._ 0' 20' 40' SCALE: 1" = 20' GRAPHIC SCALE (IN FEET) oti o• x b� 30.4o Vo )P A NS PRELIIVIIVARY DRAWN BY DESIGNED BY CHECKED BY CONTRACT NO. E.A. C.F. T.L.M. 07- 0044 —PR SCALE SURVEYED BY BOOK NO. JOB NO. VERT. N/A R.R. 574 2007051 DATE DRAWN DING NAME SHEET N0. HORIZ. 1 "= 20' 10/07 2007051 1 of 2 APPROVED FOR CONSTRUCTION CITY ENGINEER MICHAEL 0. QUILLEN. P.E. # 33721 DATE