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FLD2005-11106
-iL -KF 1 107,- 4 Cx)(o RECEIM oRiciNaL DEC 13 2005 pLANNING DEPARTMENT CITY pF CLEARWATER FLD2005-11106 143 ISLAND WAY Date Received: 11/02/2005 TALAVERA AT ISLAND ESTATES ZONING DISTRICT: IEOD LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: R -T CLW CoverSheet 0 _° ?learwa?er U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727.562-4567 Fax: 727-562-4865 O SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION D SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Including 1) collated, 2) stapled and 3) folded sets of site plans © SUBMIT APPLICATION FEE $ 1,205.00 • CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 2102/2004) PLEASE TYPE OR PRIN'.r- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: (813) 786-8087 FAX NUMBER: (727) 805-7283 PROPERTY OWNER(S): Harley and Sharon Evans (143 Island Way) and Miriam Cebula (125 Island Way) (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Frank Salvo, GFB Development, LLC Bill Woods and/or Terri Skapik, Woods Consulting, Inc. MAILING ADDRESS: 1714 County Road 1, Suite 22, Dunedin, FL 34698 PHONE NUMBER: 727-786-5747 FAX NUMBER: 727-786-7479 CELL NUMBER: 727-919-0848 E-MAIL ADDRESS: terriskapik@woodsconsulting.org B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: 125 & 143 Island Way, Clearwater, FL 33767 LEGAL DESCRIPTION: Please see attached warranty deeds. (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: 125 Island Way 08/29/15/43326/000/0040 143 Island Way 08/29/15/43326/000/0050 PARCEL SIZE: Each parcel is 0.451 acres for a total of 0.91 acres, or 39,484 sq ft. (acres, square feet) PROPOSED USE(S) AND SIZE(S): Construct a 2,193 square foot (so, 10 wet slip multi-use docking facility for proposed 27 unit upland (number of dwelling units, hotel rooms or square footage of nonresidential use) condominium development. DESCRIPTION OF REQUEST(S): Remove 4 existing docks consisting of 1,025 sf of decking (existing docks currently provide 7 slips). Attach sheets and be specific when identifying the request (include all requested code deviations: e.g. reduction in required number of parki®IIGINAEci6c use, etc.) Construct a single 2,193 sf, 10 wet slip multi-use dock. RECEIVED Page 1 of 6 - Flexible Development Application- City of Clearwater PLANNING DEPARTMENT CITY OF CLEARWATER DOES THIS APPLICATION INVOLVE THE T SFER OF DEVELOPMENT RIGHTS (TDR), A PR USLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES - NO (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) [j] SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) F-D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Seetion 3-913A) 0 Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk. coverage, density and character of adjacent properties in which it is located. The existing use is 4 docks that accommodate mooring of up to 7 vessels. The proposed use is a single dock with 10 wet slips. The proposed dock is in harmony with the surrounding community in that Island Estates is characterized by condominium developments with wet slips. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See item 1 above. The adjacent ro erties are built out. The construction of the condominiums and associated wet slips will replace two dilapidated structures and will increase the value of the surrounding properties. The proposed docks will not hinder the adjacent property. The existing docks require boats to cross the north riparian line for ingress/egress to the existing slips of 145 Island Way. The proposed docks will allow boats to moor perpendicular to the seawall without crossing the shared riparian line. 3. The proposed.development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The construction of 10 wet sli s will not impact the safety or health of persons residing in the neighborhood or the onsite condominiums. 4. The proposed development is designed to minimize. traffic congestion. There will be no additional traffic generated by the 10 wet slips as the wet slips are an amenity to the residents of the upland condominiums. 5. The proposed development is consistent with the community character of the Immediate vicinity of the parcel proposed for development. See item 1 above. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The 10 wet slips will not have any visual, acoustic or olfactory impacts on adjacent neighbors as the entire area is a waterfront community of condominiums and private residential properties that have boat docks and wet slips. ? Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning DigbM0INfth the waiver is requested `(use separate sheets as ne,i scary) - Expla n.hoy each criteria is achieved,. in detail; RECEIVED DEC 13 G DEPARTMENT rrly OF CLEARVVAIeR Page 2 of 6 Flexible Development Application-- City of Clearwater 0 I-., . STQRMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4.402.,A.21) ? STORMWATERPLAN 'including the following requirements. Existing topography extending 50 feet beyond all property lines; Proposed grading including, finished floor elevations of all structures; All adjacent istreets and municipal storm systems; Proposed stormwater detentionfretention area including top of bank, toe of slope and outlet control structure; Stottnwater calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on,. all ptans and calculations ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL. (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4.202.A) ?? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4- or greater), and location, including drip linesa.nd indicating trees to be removed) - please design around the existing trees; Q 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,acrepted traffic: engineering. principles. The fihdings.of the study..will be used in determining whether or not deviations io the parking `standards are approved; ?.. GRADING PLAN, as applicable;. ? PRELIMINARY PLAT, as required (Note; Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as:appiicable; G. SITE PLAN SUBMiTTAL REQUIREMENTS: (Section 4-201A) 0 SITE PLAN with the following information: (not to exceed 24" x 36"): All dimensions; North arrow; ?ngineeririg bar scale (minimum scale one inch equals 50 feet), and date prepared; kocation map; Index sheet referencing Individual:sheets included in package; Footprint and size o€ all EXISTING buildings: and structures;. Footprint and size of all PRO06siED kiuitdimp and structures; All required setbacks; All existing and'proposed points of:a. ccess; All required: sight triangles Identification of erivirbnmentalty.unlque.areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and Idcetion of understory, ground cover vegetation and wildlife habitats, etc; Location Of all public and private easements; Location ofall 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 ail-solid waste cryntdiner% recycling or trash handling areas and outside mechanical equipment and all required screening (per Section ?3-201(D)(i) and Index #7d!), Location of all landscape material; ORIGINAL Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures;: And RECEIVED Location of all existing and proposed sidewalks. DEC 13 2005 ? SITE DATA TABLEillor:existing, required, and proposed development, in written/tabular form: Lana atea in square feet and acres; PLANNING DEPARTMENT _ Number of EXISTING. dwelling units, Number of PROPOSED dwelling units; CiTY OF CLEARWATER Gross floor area devoted to each use; Page 3.of 6 - Flexible Development Application- City.of Clearwater Parking spaces: total number, presented in tabular form with the number of required spaces; _ Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (1.S.R.); and _ Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED SITE PLAN to scale (8 %x X 11) and color rendering if possible; ? 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 stormwatot management for the parcel; All open space areas; 11 Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets.and drives (dimensioned); Building and strucid'rat setbacks (dimensioned); Structural overhangs; H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) RECEIVED LANDSCAPE PLAN: All existing and proposed structures; DEC 13 2005 Names of abutfing.streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions ofall required:.perimeter landscape buffers; PLANNING DEPARTMENT. Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing: CITY OF CLEARWATER Proposed and requiredparkirig spaces; E=xisting trees on-site and. immediately adjacent to the site, by species, size and locations, including dnpline (as indicated on required tree survey);.., Plant schedule with. a.key:Isymbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials,;including botanica(and common names; Location size, and, quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; TypicaLolantirfg details for trees,..palms; shrubs and ground cover plants including instructions, soil mixes, backfilting, mulching and protective measures; interior landscaping`areas hatched and/or shaded and labeled and.interior landscape coverage, expressing in both square feet and percentage covered,-, Conditions of a previous development approval (e.g. conditions -imposed by the Community Development Board); irrigation notes.. REDUCED LANDSCAPE PLAN to scale (8'A X 11) (color rendering.if possible); IRRIGATION PLAN (required for level two. and three approval); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (.Section 4-202.A.23) Required in the event the`application includes 'a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Jtedevelopment-Proiect or a Residential Will Project. ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if possible) as required., J. SIGNAQE: (Diyisron l9. SIGNS :/ Section 3-4806) ? 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, heighti colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application;:as applicable (separate application and: fee required): ? Reduced ssignage proposal.(8 "A X 11) (color),: If submitting Comprehensive Sign;Program application. Page 4. of 6 - Flexible Development Application- City of Clearwater K'.`;-:TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-601.G) include as required if proposed development wilt degrade the acceptable level of service for any. roadway as adopted in the Comprehensive Plan.. Trip.generation, shall be based on the most recent .edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section-". o9 C of the Community Development Code for exceptions to this requirement. L SIGNATURE: ?.e . t, the.underslgned;..acknowledge that all representations made In this , ..° ' STATE OF FLORIDA, COUNTY OF PINELLAS applidaticn. a e true. and accurate to She . best: of rrty knowledge and'' authorize r e t ti i i 4 ' d Sworn to d. bscdbed befora*pe this .2- day of . y • epr sen e v v 0 s an ; phatotraph the. property t ' ' q..D,• 20 r by daacribect thfs applicatfo '- , who i ersonaliy known as . produced a fflcation,. Sign a of.prope . ow r or representatfv • cry pu, lic,.. My aorimmissionexplres: :. .......... fDU1NNE K. MU?t1EE ............ ! 0 5 " On (INK32-4254 e 0 fiorwaNotnyAssn.,Inc t K F 10/27/2005 14:49 8138054 GFB DEVELOP • PAGE 02 AFFIDAVIT TO AUT14ORIZE AGENT: aq PMPWtY ownwa vn dead - pleas PRINT NI tomes) 1, That (I amlwe ere) the owner(s) and record title holdet(s) of the following described property (address or general rooetlon): 2. That this property oons*utes the property for Which a request for a; (describe request) I That the underslphed (hesRlaw) appointed and (dogs[do) appotc>C _ X 12' l as (hlahhall agent(s) to execute anyp ldorra or otherdoourrefrta necessary to affect such petition; 4. That this effidevit has been executed to induce the4lty of Clearwater, Morlde to consider and act on the abow.desorlbed property; 8. That site vlahs to the property ere necassay by Clty represent Kw In ordarto prooesa this opplketion and the owner authorizes City repressntetives to visit and photograph the property described In this applaotion: 0. That (Uwe), the•underelgned autha tty, hereby certify that the foregoing Is true and tl7ki/ta?! Property Owner 0.- L tw P? r 11MrY l• . r. K,ft • , ' R 0 Owns, PropertyOwner COUNTY OF. 4,+'t11-11t STATE OF'l+e" 8s r me the and an tifA'cerituly,oar+lmliifon•d by I otth S e of h e •-i 1----r--??? day of 8 Pi*+nV optKt•tAd een 1r14 dub swam deposes and says that helshaftilly undiketiftde the contents of the *d dsvttthat h•/sh• signed. My Commission Expires: q, Z ORIGINAL RECEIVED S'"0nnh0NPArIn1*X 0F&*6M F&MW#V*bP AW F§V*W #xa oi•wiopn+.nr coo p.nwwvs AMYrrwveroprnenr applostkn 2005.4oo DEC 13 2005 PLANNING DEPARIMENT CITY OF CLEARWATER Page 7 of 7 - Fieodble Development Comprehensive Idil Rodevelopmeht Appllodbn 7096?OIty,01 Clearwater.. Y0/27/2005 14:49 8138057 GFB DEVELOP 0 PAGE 03 AFFIDAVIT TO AUTHORIZE AGENT: of all property owners on deed . please PRINT full names) 1. That (I emlwe are) the owner(o) and record title hoigar(s) of the following described property (address or genen d location); - )%101 "au. /'_. [whist As r 1nr' nw?...._.. ,...,?. 2. That this property constitute& the property ibr which a request for a: (describe request) 6MAOM44, AMP- 69-14 IAT ta/ " 1144 G?`87tiw -& ? ' ' 444. 3. That the undersigned (haalhovo) appointed and (does/do) appoint as (hisitheir) agent(s) to execute, any peNdons or other documants neossowy to affect such pewoh; 4. That this affidavit has been executed to Induce the City of Clearwater, Florida to consider and act on the above daortbed property; 6. Thst site visits to the property are necessary by City representattvae in order to process this application and the owner authorizes City represent**** to watt and photograph the property described in th?s application; o. That (fta), the undersigned authority, hereby certify that the foregoing is true and Correct COUhiTy OF X11 Property Owner Property Owner Property Owner Propolly Owner STATE 01F W he undo en oftloer dui commissioned b the to f) a GeAp, n thle i de of personally appeared who having been fret duly sworn Deposes and says that he/she fully undamtonds the contoft of the affidavit that he/she signed. r1 My Commission Exp1m: Notary Public ORIGINAL. RECEIVED xwa.nnmp 4spsrmwntulpytkauon 1°omuYrsvMOpvnent reNewYN?#M e?wlbprr»rtloompeA.,+aIY. ens nd+wgan+M ?+rbaean 9ooa.ba DEC 13 2005 p?11YN Of CLLEARWATERj C Page 7 of 7 - Flexible Davetopment Comptehansive Intlll Rodavalopment Appliestloo 2009_ City of Clearwater /j ATTACHMENT A PROPOSED CONDOMINIUMS MULTI-USE DOCKS 125 & 143 ISLAND WAY COMMERCIAL/MULTI-USE DOCK CRITERIA SECTION 3-601C.3.(a) through (g) (a) Use and Compatibility ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER The proposed 10 wet slips will be for the sole use of the residents of the 27 unit condominium community. Currently there exists 4 docks that provide mooring of up to 7 vessels. The proposed 10 slips will be compatible with the area in that Island Estates is characterized by condominiums developments with wet slips. Many condominium developments with wet slips are located immediately to the north and west of this site. (b) Impacts on Existing Water Recreation Activities The proposed 10 wet slips are designed to not extend beyond 25% of the waterway and the dock is setback 10% the width of the waterfront owned to avoid any ingress/egress impacts to the boats located on the adjacent properties. The existing slips on the north part of the property allow mooring of boats parallel to the seawall. This configuration requires that boats cross the shared extended property lines (riparian lines) to ingress/egress the slips. The proposed configuration is for a single multi-use dock with all boats mooring perpendicular to the seawall. The boats can ingress/egress the wet slips without crossing the adjacent riparian lines. The wet slips are thus designed so as to not create any adverse impact on persons using the adjacent waterways for recreational or commercial purposes. ( c) Impacts to Navigation The dock as proposed should have no detrimental impact on users of the adjacent waters. See the response to item (b) above. In addition, the total dock length is 72 feet. The length of the dock does not extend past 25% the width of the waterway. The width of waterway is 297 feet and 25% of the width of waterway is 74.25 feet. By not extending past 25% the width of waterway, 50% width of the waterway is open for navigation (the property across the canal would be able to utilize 25% the width of the waterway). (d) Impacts on Marine Environment A benthic survey has been performed to delineate and define any valuable submerged resources. As noted in the benthic survey the only resource found was a small area of seagrass which is shown on the permitting plans. The dockage and wet slips are designed so as to have no adverse impact on this resource. (e) Impacts on Water Quality As noted on the plans, the depth of water in the area where boats will berth is a minimum of approximately 4 feet to a maximum of approximately 10.5 feet at mean low water. As these are recreational vessels, there will be no pump out stations, no fish-cleaning stations and no live aboards allowed at this facility. Slips 2 through 9 are being permitted for boat lifts (at the owner's discretion). The mooring of 10 vessels at the facility should not adversely impact water quality. (f) Impacts on Natural Resources As stated in (d) above, the dock is designed to minimize environmental impacts on existing resources, primarily the small area of sea grass shown on the permitting plans. (g) Impacts on Wetlands Habitat/Uplands There are no wetlands located on the upland.. ORIGINAL RECEIVED DEC 13 2005 pLANNING DEP RT ERT CITY OF CLEAR 0 ATTACHMENT B • PROPOSED CONDOMINIUMS MULTI-USE DOCKS 125 & 143 ISLAND WAY FACT SHEET AND DIMENSIONAL CRITERIA SECTION 3-601C.3.(h) 1. Proposed Use: The proposed use is a multi-use docking facility to provide 10 slips for residents of the proposed 27 upland condominium development. 2. Property Width: The property width measured at the shoreline is 200.8 feet. 3. Setbacks: The property to the north is multi-family. The required setback on the north is 10% of the property width as measured at the shoreline, or 20.1 feet. Actual setback as proposed is 25.7 feet. Please see Sheet 4 of the enclosed plans for setbacks. The property to the south is also multi-family. The required setback on the south is 10% of the property width as measured at the shoreline, or 20.1 feet. Actual setback as proposed is 25.6 feet. Please see Sheet 4 of the enclosed plans for setbacks. 4. Length: The docks extends 72 feet from the seawall which is less than 75% of the width of the property as measured at the shoreline, or 150.6 feet. The length of the docks are limited by the 25% width of waterway restriction. The width of the waterway is 297 feet which allows for a maximum length of 74.25 feet. 5. Width: The proposed width of the structure is 150 feet which is less than 75% of the width of the property as measured at the shoreline, or 150.6 feet. 6. Area: The area of the proposed dock is 2,193 square feet. Note this represents the new structure and does not address the removal of existing docks. ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARVVATER • 7. Width of Waterway: • The width of the waterway at the location of the proposed dock as measured perpendicular to the shoreline is 297 feet. The proposed docks extend from the shoreline 72 feet which is less than 25% of the waterway width, or 74.25 feet. 8. Docks being Removed: 4 existing docks, which represent 1,025 square feet, are being removed. 9. Seagrass Survey A benthic survey was performed by Terri Skapik, the Senior Hydrogeologist on the Woods Consulting staff. A copy of the survey is enclosed. The survey showed the proposed mooring areas to be devoid of any valuable submerged resources. The only resource located on the site was a small area of seagrass shown on the permitting plans. This area will not be impacted by the proposed boat slips. ORIGINAL RECEIVED DEC 13 2005 pKING DEPARTMENT CI. OF CLSARWAtER I," ft 93-248627 AUK ?J ' , , `1.993, 2.27PX rl4rs?nty Ae,ed {?tetutory done) + PINELLAS CCU rTY - FA. 13 8 zxDlrx t?r?x, C?FF.8x .A 384 P, IE6,7 Made. this uv. tfday A. D; , .19.93 SetwaeQ, HARLEY p-1 EVANS rat„ ?•. of tt?n? County of Plnella T ?St1'the,Sti?te 01 ?lgrada, party gt?;the firrt pa t A , , Y -A ' : r _ ? l, . P , R at c1 . SHARON R: --- EVAN-S, husband, artid. wi gland a Cl'earwater? ; Y,_ , ?pf' tHa?ougty of ?inel,lae., the State-:0 ff Florida', 34630, ` ' par ty (s) of tie eecad part,. L ' Ritnasr??tb, that -.tha, O'ai& party of the fir,et part;:?.,fcr and in ^ = t : ?Rxitlon of TEN 1 other, g?sad.' ar 3 vnluab}e , ' oon5itaraic??_ ?p QlLarai is=hisn_in hand pa#d bythe ,?sid party r ) . .( ' ' ' o :ths i qnd p artt? , the , Xdtei pt whersdV iA .bi-r<at aakniyw? edc? t, hie` , n t , a ? ;1a4r9a ed and Xd to ?, the amp;, id pat (n of thri ireflotl( !'pltk?.t' r Y' v? tYa aSh ri $ d c czi ' ,. v , g b? awr 3:aeztc i ,a?ta¢tie? x y?rig:,aha! ba3n(j in the C04nty-?91 Piri611a1; state of';Flor3da?, to-wStt', !LO',!_r;VE,;{5) UNIT TWO ,r2) TSLRND EbTR E9. of Clearwater _ -aCCatd?ng'te map=.or.. Plet, th°ex00 f,:aa .zegbrded in plat' j 7, P?i`g,?s 1 ?-A. and 2?,;: Pbbiti,C ,'Records, of Pi rlQllaa " ? cs unty, Mo C r i da ? ? / yy ^ zS PDT tt" Meals of 't?je UY ,,tor.. And the" raid party of. th® lirat•part, d6es_; herebyfully'-warrant, the t3 ito said , land, ' and d*J 4nd' the .'samQ ,,a gei nat .;?tha =1`dw.tul , ?] dime of a1] pereonQ wh=soeve,r. Zu NitASAS Whereof, the raid'part y' of the' first, part has, ` i htre'Unto 'got . hir hand and seal the day 'find;. year ;, rt above - 3 • I KX?'1Q?crit 1 - - Prints Katherine Si ask, HARD P. EVAN$."?' siqn .Address 830 1slAnd way pXint. $liabath Elias Cxearwater,#T 3483 ?xAR, Or" FLORID, i COUM OF.P.INELLAS ThQ f,,qgningi• , natrumajit.war z?oknoWledgl?d before me this, p ? day at c @. l key S-P EVAN Wy ? ??yy ,,, W ads perA+onally,',, nown ' Z D? isixX ),XKx $c ?tXlt??XXXk X tdiiii #fl?rtiP ?rni , WW Aa, _ _ ti lifn'I?,Rx C .. . k}?. W?mui?'ra on Ex'p`ires ORIGINAL ,..;. aeT;at ;, tc srA T A ? k + + w RECEIVED . 11"4 14 ; - ?'? ? s s Mt s t?,l s ? ? t t ? 9 1 4 ' i ? ' (ry yy // [ ^^ f pp ?'' .?1 1 y ? f / L h.lr,tirp,l\r.,?-.a,rd,t LcC 2005 -13 {nk Pr_t, F tE? ?'?:i2 ?t•?x, 1•?f;rt?k;1 V1.t' F [ ?;[? fay ; rrf PLANNING DEPARTMENT • ?, CITY OF CLEARWATER 1 i t r 1 1 ?? o AOD MOB aQV ?p?ERp L? Ebo. ' y 4 ?ChcD db 500a PAM Qm as auk ?n cmua ad a5 Oda a?oa? aD t?r?U -wo mma & a 0 bzb am UAR Omni% 0, iE a?fi gt?+aQ. am?i?1 si) pip dtrv a? m?e aim amt?E?uQmfh?? ?aur?lkaz?m 1knnru?mu4¢odhb?4?bum? ?? iii an A. CRsuum a(I P??fl® ?aQ ,tIDar aim 40 wm so mamb W Qw Qfim mo (w aM + 1 ?B MOM c • . OVO J? gl aa S% a@ ODD (Ma& . . ?o AO m _ ep do gV {1,0 ?® g o • • ?, _ p r D l`' MW QA Q M Wl IMW ° and am =0 4MAm W CPWMa%l W ua ammov ommmam Go atn mflab6 a n% adw, ammsta bu a? ardl? a? ? aaM a9W 0 &W W WWM aD Cy N& 0200 aM ? audl ? as ?a ? O 1 aaa(1 ormOty Idrm =me "o ? &. a d1m AD mo o>wss r;yyya???0 ata0 A? rnm ,? ?.F/"•O ??/,?j?,WLS a 9 ww` ?sl[i?f',: a d?. a Gym pig o c dom. ?1.5. 0 Cf1}?Um(7 41tlA tap Qty wo dD ? d?jy A ? dC1 $? ? aD Qm ;?4yU? ry% ( ?x0 M, wo OEM= Q)o moomm my emu a* ? ?V4 aD dap ubmw a0 ? cdt ORIGI p o ® 00% R . ECE a -0 ? DEC 13 )05 o° w- Tilm PLANNING DEP P•;? wo mo CITY OF CLEA slL1?' ?4? r . ,.wi•ti.?ll?-a .w.° uw aaXf RE DEC 13 PLANNING CITY OF c ApplicaD # (OFFICIAL USE ONLY) COMMERCIAL AND MULTI-USE DUCK PERMIT APPLICATION PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY Please type, or hand privet in BLACK ink 1. PROPERTY OWNER INFORMATION. A. ApplicanCs tame: GFB Development, LLC B. Mailing Address: _4208_W. C-o a _Street .. city: Tampa state: FL zip: 33629 C. Telephone No.(s): (813) 786-8087 Fax: (813) 805-7283 IL AGENT INFORMATION: A. Name: Woods Consulting, Inc., Bill Woods and/or Terri Skapik B. Address: 1714 CR 1 Suite 22 City: Dunedin state: FL Zip; 34698 C. Telephone No.(s): 786-5747, Fax (727) - M. SITE INFORMATION: A. Construction Site Address: 125 & 143 Island Way City: Clearwater FL 33767 Multi-use Dock for Condominiums 8. Intended Use: C. Parcel ID Number: 08 29 15 40 & 0050 D. Incorporated: 0 Unincorporated: D E. Previous Permits: Unknown F. Date applicant assumed property ownership: See attached warranty deeds monthlyear 0. Obstructions: (dogs, fences, etc.) None H. Attach 8-1/2"X 11" vicinity map showing specific project location. See attached location map 1. All other information pursuant to P.C.O.90-19 (amended), Section 10.8, as needed. J. Does the project abut residentially zoned property? Yes ¦' No C3 K. For projects requiring a public hearing, attach a copy of the complete legal description. ORIGINAL See attached warranty deeds RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER LJ IV. PROJECT DESCRIPTION: MULTI-USE a • Application # (OFFICIAL USE ONLY) COMMERCIAL 0 A. Nature and Size of Project: Construct multi-use docking facility consisting of 10 wetslips and 2,193 SF of decking for use of the residents of the proposed upland condominiums. Note: existing 8 wet slip, 1,025 SF dock will be removed. Square feet: 2.193 Net gain will be 1,168 SF of decking and 2 wet slips. B. Variance: Yes 13 No ¦ Amount in variance: Length: Width: ' Setbacks: L R ' Other: NOTE: It is the applicant's responsibility to clearly demonstrate that any requested variances are consistent with the variance criteria of the Pinellas County Water and Navigation Control Authority Regulations. The applicant must submit a written variance request outlining the nature of and need for any variances. The applicant must demonstrate that a literal enforcement of the regulations would result in an extreme hardship due to the unique nature of the project and the applicant's property. The hardship must not be created by action(s) of the property owner(s). The granting of the variance must be in harmony with the general intent of the regulations and not infringe upon the property rights of others. The variance requested must be the minimum possible to allow for the reasonable use of the applicant's property. Should the applicant fail to demonstrate that any variance request is consistent with the criteria outlined in the regulations,. staff cannot recommend approval of the application. V. CONTRAC'T'OR INFORMATION: 1, Contractor not selected at this time , a certified contractor, state that the dock has not been constructed and that it will be built in compliance with all requirements and standards set forth in the "Rules and Regulations" of the Pinellas County Water and Navigation Control Authority, and in accordance with the attached drawings which accurately represent all the information required to be furnished. In the event that this dock is not built in accordance with the permit or the information furnished is not correct, I agree to either remove the dock or correct the deficiency. ORIGINAL Cert. No.: RECEIVED Signed: Company Name: Telephone No.: DEC 13 2005 Address: PLANNING DEPARTMENT CITY OF CLEARWATER VI. OWNER'S SIGNATURE: I hereby apply for a permit to do the above work and state that the same will be done according to the map or plan attached hereto and made a part hereof, and agree to abide by the "Rules and Regulations" of the Pinellas County Water and Navigation Control Authority for such construction and, if said construction is within the corporate limits of a municipality, to first secure approval from said municipality. I further state that said construction will be maintained in a safe condition at all times, should this application be approved, that I am the legal owner of the upland from which I herein propose to construct the improvements, and that the above stated agent/contractor,may act as my representative. I understand that I, not Pinellas County, am responsible for the accuracy of the information provided as part of this application and that it is my responsibility to obtain aAy necessary permits and approvals applicable for the proposed activities on either private or vereignhwned submerged land. 7 30 Bate Appkaft # (OFFICIAL USE ONLY) DISCLOSURE FORK in order to alleviate any potential conflict of interest with Pinellas County staff, it is required that the Authority be provided with a listing of PERSONS being party to a trust, corporation, or partnership, as well as anyone who may have beneficial Interest in the application which would be affected by any decision rendered by the Authority. (Attach additional sheets If necessary.) A. PROPERTY OWNERS: Name: Harley and Sharon Evans Address: Island ay Clearwater. FL 33767 Name: Name: - Address: Address: Name. Miriam Cebula Address: 125 Island ay Clearwater, l'-L 33161 B. REPRESENTATIVES: Name: .Bill Woods. Woods .Consulting, Inc. Name: Terri Skaeik, Woods Consulting, Inc. Address: _1714 County Road 1, ulte 22 Address: 1714 Count Road 1, uui et' 22 Dunedin, FL 34698 Dunedin, FL 3469 Name: Frank Salvo, GFB Development,LLC Address: 42UU VV. Corona ree T,pppa, FL 33629 Name: Greg Singleton, GFB Develop. LLC Address: 4ZUS VV. corong Street Tampa, FL 33629 C. OTHER PERSONS HAYING OWNERSHIP INTEREST IN THE SUBJECT PROPERTY: Interest is: contingent G absolute N Name: specific interest held D. DOES A CONTRACT FOR SALE EXIST FOR THE SUBJECT PROPERTY? YES S NO O Irso, the contract is: contingent Ej absolute Name of parties to the contract: Frank Salvo and Greg Singleton, GFB Development, LLC E, DOES AN OPTION TO PURCHASE EXIST FOR THE SUBJECT PROPERTY? YES ? NO 0 Name of parties to the option: F. OWNER'S SIGNATURE- I here y certify that the information stated above is complete, accurate, and true to the beat of my kno dge. Qs IL??ill f Date IN 'DJ r I/ s(v1c/ RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER VARIANCE RE9UEST /FORM ApplicaVon ## (OFFICIAL USE ONLY) Left Lot Owner's Name: Mailing Address; Zip: I certify that I am the owner of Lot , which adjoins the property owned by the applicant who proposes to construct a Commercial CI Multi-use C1 Private 13 dock at the following address: i I have seen the plans of the proposed structure(s) with any requested variances (see Section IVII of Application) and therefore- DO OBJECT D DO NOT OBJECT D to the construction. OWNER'S SIGNATURE: X Date NOTARY: STATE OF FLORIDA, PINELLAS COUNTY, BEFORE ME, the undersigned authority, personally appeared , well known to me, or who provided a valid Florida Driver's License to be the person who executed the foregoing instrument and that he/she acknowledged to me, under oath, that he/she signed the same freely and voluntarily for the purposes expressed therein. Witness my hand and official seal this day of , 29 - „ Notary Public My cowmiss on expires: Right Lot Owner's Name: Mailing Address: Zip: . 11 I certify that I am the owner of Lot which adjoins the property owned by the applicant who proposes to construct a Commercial D Multi-use D Private D dock at the following address: I have seen the plans of the proposed structure(s) with any requested variances (see Section I'VE of Application) and therefore: DO OBJECT D DO NOT OBJECT 0 to the construction. OWNER'S SIGNATURE: X Date NOTARY: STATE OI,` FLORIDA, PINELLAS COUNTY, BEFORE ME, the undersigned authority, personally appeared , well known to me, or who provided a valid Florida Driver's License to be the person who executed the foregoing instrument and that he/she acknowledged to me, under oath, that he/she signed the same freely and voluntarily for the purposes expressed therein. Witness my hand and official seal this day of ORIGINAL RECENED Notary Public DEC 13 2005 My commission expires: PLANNING DEPARTMENT CITY OF CLEARWATER 9 0 ORIGINAL 2f a_.lg FLD2005-11106 ll'*,E C "SAl Ea 143 ISLAND WAY NOV Q 2. 2005 PLANNING OF-PARTIMENT CIT'E' O :tEARI AT R Date Received: 11/02/2005 TALAVERA AT ISLAND ESTATES t ZONING DISTRICT: IEOD V, LAND USE: RH ATLAS PAGE: 267B PLANNER OF RECORD: R -T CLWCoverSheet Planning Department Clearwater 100 South Myrtle Avenue > Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 0 SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ 1,205.00 CASE #: ? I t O DATE RECEIVED: k I ?l RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION ORIGINAL (Revised 2/02/2004) -PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: GFB Development, LLC MAILING ADDRESS: 4208 W. Corona Street, Tampa, FL 33629 PHONE NUMBER: (813) 786-8087 FAX NUMBER: (727) 805-7283 PROPERTY OWNER(S): Harley and Sharon Evans (143 Island Way) and Miriam Cebula (125 Island Way) (Must Include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Frank Salvo, GFB Development, LLC Bill Woods and/or Terri Skapik, Woods Consulting, Inc. MAILING ADDRESS: 1714 County Road 1, Suite 22, Dunedin, FL 34698 PHONE NUMBER: 727-786-5747 FAX NUMBER: 727-786-7479 CELL NUMBER: 727-919-0848 E-MAIL ADDRESS: terriskapik@woodsconsulting.org B. PROPOSED DEVELOPMENT INFORMATION: (Code Sectio -202.A) STREET ADDRESS of subject site: 125 143 Island Way, Clearwater, FL 33767 LEGAL DESCRIPTION: Please see attached warranty deeds. (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER; 125 Island Way 08/29/15/43326/000/0040 143 Island Way 08/29/15/43326/000/0050 PARCEL SIZE: Each parcel is 0.451 acres for a total of 0.91 acres, or 39,484 sq ft. (acres, square feet) PROPOSED USE(S) AND SIZE(S): Construct a 2,122 square foot (sf), 10 wet slip multi-use docking facility for proposed 27 unit upland (number of dwelling units, hotel rooms or square footage of nonresidential use) condominium development. DESCRIPTION OF REQUEST(S): Remove 4 existing docks consisting of 1,025 sf of decking (existing docks,eurlEntly previde 7 slips), Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required numfkiiWparki spac I x s Construct a single 2,122 sf, 10 wet slip multi-use dock. L V n-11, NQV (12 Z II IIVI Page 'i of 6 - Flexible Development Application- City of Clearwater CITY OF CLEARWATER DOES THIS APPLICATION INVOLVE THE TRAM ER OF DEVELOPMENT RIGHTS (TDR), A PREVI USLY APPROVED PLANNED UNIT DEVELQPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES ____ NO r (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) j 0 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) '. r :..? 0 Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain -how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk' coverage, density and character of adjacent properties in which it is located. The existing use is 4 docks that accommodate mooring of up to 7 vessels. The proposed use is a single dock with 10 wet slips. The proposed dock is in harmony with the surrounding community in that Island Estates is characterized by condominium developments with wet slips. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See item 1 above. The adjacent properties are built out. The construction of the condominiums and associated wet slips will replace two dilapidated structures and will increase the value of the surrounding properties. The proposed docks will not hinder the adjacent property. The existing docks require boats to cross the north riparian line for ingress/egress to the existing slips of 145 Island Way. The proposed docks will allow boats to moor perpendicular to the seawall without crossing the shared riparian line. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The construction of 10 wet slips will not impact the safety or health of persons residing in the neighborhood or the onsite condominiums.. 4. The; proposed development is designed to minimize traffic congestion, There will be no additional traffic generated by the 10 wet slips as the wet slips are an amenity to the residents of the upland condominiums. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See item 1 above. 6. The design of the proposed. development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent.properties. The 10 wet slips will not have.any visual, acoustic or olfactory impacts on adjacent neighbors as the entire area is a waterfront community of condominiums and private residential properties that have boat docks and wet slips. ? Provide complete .response6 to the applicable flexibility criteria for the specific land 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: L _L73 PLAKINiNG DEPARTMENT Page 2 of 6 - Flexible Development Application- City of Clearwater CITY OF CLEARWATER • • E. SYORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) ? STORMWATER PLAN including the following requirements: ORIGINA Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Stormwater calculations for attenuation and water quality Signature of Florida registered Professional Engineer on. all plans and calculations ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SU13MIiTAL (SWFWMD. approval is required prior to issuance of City Building Permit), if applicable ? COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ?? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines.and indicating trees to be removed) - please design around the existing trees; ?? 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 tie in accordance ;Wittt 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.appkoble;. ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); COPY OF RECORDED PLAT, G. SITE'PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) Q SITE. PLAN with the following information (not to exceed 24" x 36"): _ All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; _ Index sheet referencing individual sheets included in package; Footprint and size of 611 EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks, ' .proposed points of access; _ All existing and All required sight triangles; , Identification of environmentally,un que-areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and locution of understory, ground cover vegetation and wildlife ha bitats, 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:#does, 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(p)(i) and Index #701); _ Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; _ Location of all outdoor .fighting fixtures; and ? f 7 j E7 i LN Location of all existing and proposed sidewalks J V ?? L?? . ? SITE DATA TABLE for existing, required, and proposed development, in writtenitabular form: NOV 02 2005 _ Land area in square feet and acres, ?. Number of EXISTING: dwelling :units; PLANNING DEP?1??yrnEiilT e€ of PROPOSED dwelling units; Num ti Gross floor area devoted to each use; CITY OF CLEARM vVrJER Page•3 of 0 - Flexible Development Application- City of Clearwater Parking spaces: total number, presented in tabular form with the number of required spaces; i Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED SITE PLAN to scale (8 %X 11) and color rendering if possible; ? 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 stormvfater management for the parcel;All open space areas; oWGINAL Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; H. LANDSCAPING. PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN: All existing and proposed structures; Names of abuttiho.streets; Drainage and retention areas including swages, side slopes and bottom elevations: Delineation and dimensions of all required perimeter landscape buffers; . Sight visibility triangles; Delineation andAimensions.of all parking areas including landscaping islands and curbing; Proposed and. required parking-spaces; Existing trees.on-site and immediately adjacent to the site, by species, size and locations, including dnpline (as indicated on required tree survey);. . Plant schedulewith a key (symbol. or label) Indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Location size; :and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical plantiffg detail§ 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 ofa previous development approval (e.g. conditions:imposed by the Community Development Board); Irrigation notes. ? REDUCED LANDSCAPE PLAN to scale (8'/zX 1.1) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM. application, as applicable. i. BUILDING ELEVATION, PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event tho.application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts.) or as part of a Comprehensive Infill Redevetoprrient Project or a Residential Inplt Project. ? BUILDING ELEVATION DRAWINGS all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if possible) as requiredi: J. S iGNAGE: (Division 19. SIGNS if Section 3-1806) ? All EXISTING freestanding.and attached signs; Provide photographs, and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height; colors, materials and drawing; freestanding signs shall include the stree.t.address (numerais) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 "l2 X 11) (color); if submitting Comprehensive. Sign: Program application. nnna U PLANKING DEPPRTWENT Page :4 of 6 - Flexible Development Application- City of Clearwater C11Y OF CL.AM11Ir1TR OP,IGW L K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-861.C) ? Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.. Trip.generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. L. SIGNATURE: I, the undersigned,, acknowledge that all representations made in this STATE OF FLORIDA, COUNTY OF PINELLAS 7 application. a e true, and accurate to the best :of my knowledge and' `r Sworn to ajidsubscribed before this °2 day of authorize y representativ to visit and photograph the property A.D. 20( r by. described' this applicatia who i ersonally known . as produced S ifcation, Sign a of props ow r or representathi ary lic, My commission expires: .._...---- ....----------------- -- OiAMME K. MAGEE r? CMhr1i?OD0?7fdt (SOW)432.4254: . 1 .................F10.'?°.'..I?:Y.Ann., nc j' e.. NOV 02 2005 PLANNING DEPARTMENT E- p CITY OF CLEARWAI Page 3` of 6 - Flezible:Development Application-. City of Clearwater 10/27/2005 14:49 813805728 GFS DEVELOP 0 PAGE 02 AFFIDAVIT TO AUTHOMM AGENT: ORIGINAL (Names of all property owners on dead - please PRINT full homes) t. That (I arr** are) the owner(s) and record title holder(s) of the follawIng described property (address or general Iocatlon): 2. That this property ooos*utes the property for Which a request for a: (describe request) ?I MO. OW 3. That the undersigned (haWhow) appolnted and (&gUdo) appoint "s 'e. C as (hisfthair) agent(s) to execute any polGorA or otherdbounwl`da nacressety to gifted such patillun; 4. That this affidavit has been executed to Induce the City of Clearwater, Florida to consider and act on the :above described property; S. That Wte vlshs to the property are necessary , by City representmOAis In *Marto process this application and the owner authorizes City representatives to visit and photograph the property described In this applIeWon; e. That (Uwe). the•unden]gned authority, hereby certify that the foregoing Is true and o0 Property Omer ro. 4- +0 Ea p r Pr awns Property Owner STATE Off' ' III 3"041 COUNTY OF. QA-r?-IL 13e r me the undetslane an tiffioertlUtyb*o nlssloneo DyTe saLG?J ws arm? o a yr nin L Q AR /d IAk9LA.N. .A1 Y?'?""?ul ?r^h'Kl Nposes and says that h&Wmfafiy und6r*mXI$ the oontanta of the affidavit ''that he/she signed. My Commission Expires: 7 2 ?' fil'at duly ywpm 3D) 5.iPtanni?p Dew FarrasldsvWp-Bi revlawVAnxRfe dsvsbp~t ftW roesvokprrwnt mppAardan "M doe NOV 0 2 2005 PLAT 11KIC DI-90, MENT ChY OF CLE ?RWATER Page 7 of 7 - "Flexible Development Comprehensive brill Redevelopmeirt Application 2045'City.t+1 Clearwater 10/27/2005 14:49 813805728 GFB DEVELOP 0 PAGE 03 „AFFIDAVIT TO AUTHORIZE AGENT: (Names of all property owners on deed - please PRINT felt names) 1, That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general tocotlorl); 'as: x 6 h1149CAIJ., 2. That this property constitutes the property for which a request for a: (describe request) IT L I{? tt'G S" 4 -TPA' i f t?l3 AP?`? as Lc c- 3. That the undersigned (hee/hava) appointed and (does/do) appoint f as (his/their) agent(s) to execute any petitions or other documents necessary to effect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application end the mnor authorizes City representatives to visit and photograph the property described In this application; 0. That (Uwe), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner Property ow"Or STATE OF FWRWA, G-eor? 1 ?, COUNTY OFa(ifllr.(?j G2pr9 ra. ? ? ?? - day or B r athe unite an officer duly cotrtntlasionad W110 e )m Ste n this who hw,,4rg been trot duty swom personally appeared Deposes and says that ha/she fully understands the contents of the affidavit that he/she signed. ?41 ) ` / Notary Public My Commission Expirds: ='LUi S:IPIeM?,pepareneAngpprkarke Pomrardevaropment RvrttWYraxtCKe sevailoprrwrrf ownW*r?aslYS hilyd ndsu.lopnw ell Nnv 02 2005 PLAN![ NG DEWtWMENT CIT Y OF CLURN11r TER Page 7 of 7 - Fleodbia Development comprehensive Infill Radevalapment Applicstioo 200& any of Clearwater Woods Consulting Environmental Permitting Marine Engineering Hydrogeology Land Planning ATTACHMENT A 1714 County Road 1, Suite 22 Dunedin, FL 34698 PROPOSED CONDOMINIUMS MULTI-USE DOCKS 125 & 143 ISLAND WAY COMMERCIAL/MULTI-USE DOCK CRITERIA ORIGINAL SECTION 3-601C.3.(a) through (g) (a) Use and Compatibility The proposed 10 wet slips will be for the sole use of the residents of the 27 unit condominium community. Currently there exists 4 docks that provide mooring of up to 7 vessels. The proposed 10 slips will be compatible with the area in that Island Estates is characterized by condominiums developments with wet slips. Many condominium developments with wet slips are located immediately to the north and west of this site. (b) Impacts on Existing Water Recreation Activities The proposed 10 wet slips are designed to not extend beyond 25% of the waterway and the dock is setback 10% the width of the waterfront owned to avoid any ingress/egress impacts to the boats located on the adjacent properties. The existing slips on the north part of the property allow mooring of boats parallel to the seawall. This configuration requires that boats cross the shared extended property lines (riparian lines) to ingress/egress the slips. The proposed configuration is for a single multi-use dock with all boats mooring perpendicular to the seawall. The boats can ingress/egress the wet slips without crossing the adjacent riparian lines. The wet slips are thus designed so as to not create any adverse impact on persons using the adjacent waterways for recreational or commercial purposes. ( c) Impacts to Navigation The dock as proposed should have no detrimental impact on users of the adjacent waters. See the response to item (b) above. In addition, the total dock length is 72 feet. The length of the dock does not extend past 25% the width of the waterway. The width of waterway is 297 feet and 25% of the width of waterway is 74.25 feet. By not extending past 25% the width of waterway, 50% width of the waterway is open for navigation (the property across the canal would be able to utilize 25% the width of the waterway). (d) Impacts on Marine Environment A benthic survey has been performed to delineate and define any valuable submerged resources. As noted in the benthic survey the only resource found was a small area of seagrass which is shown on the permitting plans. The dockage and wet slips are designed so as to have no adverse impact on this resource. (e) Impacts on Water Quality As noted on the plans, the depth of water in the area where boats will berth is a minimum of approximately 4 feet to a maximum of approximately 10.5 feet at mean low water. As these are recreational vessels, there will be no pump out stations, no fish-cleaning stations and no live aboards allowed at this facility. Slips 2 through 9 are being permitted for boat lifts (at the owner's discretion). C- - 1 ?'Uj The mooring of 10 vessels at the facility should not adversely impact water qual ty. LD NOV 0 2 2005 Office: (727) 786-5747 Fax: (727) 786-7479 Email: billwoods@woc@&A s:ulfiT g;o gyp.` R (f) Impacts on Natural Resources As stated in (d) above, the dock is designed to minimize environmental impacts on existing resources, primarily the small area of sea grass shown on the permitting plans. (g) Impacts on Wetlands Habitat/Uplands There are no wetlands located on the upland. ORIGINAL NOV 0 2 2005 PLPURINC iJ PA,71%? FN7 CITY OF CL WATER ATTACHMENT B PROPOSED CONDOMINIUMS MULTI-USE DOCKS 125 & 143 ISLAND WAY FACT SHEET AND DIMENSIONAL CRITERIA SECTION 3-601C.3.(h) 2. Proposed Use: TdOINAL The proposed use is a multi-use docking facility to provide 10 slips for residents of the proposed 27 upland condominium development. Property Width: The property width measured at the shoreline is 200.8 feet. 3. Setbacks: The property to the north is multi-family. The required setback on the north is 10% of the property width as measured at the shoreline, or 20.1 feet. Actual setback as proposed is 25.7 feet. Please see Sheet 4 of the enclosed plans for setbacks. The property to the south is also multi-family. The required setback on the south is 10% of the property width as measured at the shoreline, or 20.1 feet. Actual setback as proposed is 25.6 feet. Please see Sheet 4 of the enclosed plans for setbacks. 4. Length: The docks extends 72 feet from the seawall which is less than 75% of the width of the property as measured at-the shoreline, or 150.6 feet. The length of the docks are limited by the 25% width of waterway restriction. The width of the waterway is 297 feet which allows for a maximum length of 74.25 feet. 5. Width: The proposed width of the structure is 150 feet which is less than 75% of the width of the property as measured at the shoreline, or 150.6 feet. 6. Area: The area of the proposed dock is 2,122 square feet. Note this represents the new structure and does not address the removal of existing docks. l? - J 11 ? NOV 0 2 2005 PWNINC DES, EKI i C$1Y0FCLP;I 1A 2 J LJ J`yl !..1'? AML 0RIGINAL 7. Width of Waterway: The width of the waterway at the location of the proposed dock as measured perpendicular to the shoreline is 297 feet. The proposed docks extend from the shoreline 72 feet which is less than 25% of the waterway width, or 74.25 feet. 8. Docks being Removed: 4 existing docks, which represent 1,025 square feet, are being removed. 9. Seagrass Survey A benthic survey was performed by Terri Skapik, the Senior Hydrogeologist on the Woods Consulting staff. A copy of the survey is enclosed. The survey showed the proposed mooring areas to be devoid of any valuable submerged resources. The only resource located on the site was a small area of seagrass shown on the permitting plans. This area will not be impacted by the proposed boat slips. 2 U/ NOV 0 2 2005 PLAWNRIG CITY OF SCALE:NTS ULTI-USE DOCKS 1W UMUIRRL Application # NOTE BOAT LIFTS TO BE INCL 14, OE, IN PERM/7 (OFFICIAL USE ONLY) l 1.3 Mile to ICW 1 ?, I r ? ?r GFB Development Multi-Use ksl tf ? l 125 & 143 Island Way 1 _?--t t ? FL 33767 Clearwater, , l CIO wr rr •? ? j I o • t .. t t A. WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY, ROAD FL 34698 1, SUITE 22 LOCATION MAP WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 'ELEl?AT/ONS REFERENCE NG7iD-1929 SHEET Mon, 31 ?ct 2005 - 1&37aM P,\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL N q; 1 Y111 ?M,? NOV o2 2005 f - pi jklG DEI AR-1 lEV?' p E IGIF ?:• L ?\ 1520 -A. DPJVE '164 3 \ \ TTM; (727) L0-134 ?' I I I , pX: (727) 5W0 790 Ambh Am ' " ULTI USE DOCKS =' =100 SCALE:1 - # 13 Application NOTE. BOAT LIFTS TO BE INCL UDED IN PERM/T (OFFICIAL USE ONLY) a z AO- r -- ?' r g y, FTC. ?y { R `A a h51 2'' p ° J k i1i h ja t WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 1025 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 EXISTING CONDITIONS WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 xELEk1ATIONS REFERENCE N6147-1929 SHEET Mon, 31 Oct 2005 - 10137am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL ???11111/// \ Q• .. ?' •f z No. - ': ST E F J ? S.'O CLEnRw CTER. PL0W DA 333-G4 - ' \ \ , T,5 •Ax (21 530 3J 90 ? ? I I I 1 ` \ -) I SCALE:1"=60' ULTI-USE DOCKS Application # NOTE.' BOAT LIFTS TO BE INCL UOED IN PERM/T (OFFICIAL USE ONLY) r CL NO- ADJACENT IN-WATER STRUCTURE WI ? W 0. S X W IW EXISTING IN-WATER STRUCTURES I ?o TWO-STORY 0 - o V) ° o TWO-STORY 6-UNIT - >. << } u Q 6 -UNIT APARTMENTS U w co J W" Q I- APARTMENTS Q co UQ CO UQ W _j L1J J 7 Q C) J 00 _I Co •-Uo Uo CARPORT ISLAND WAY WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 1025 1714 COUNTY N, ROLD 41fi9 SUI TE 22 EXISTING SITE PLAN WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0•7' FAX (727) 786-7479 "ELEI/A77ONS REFERENCE IVOkD-1929 SHEET __26 Mon, 31 Oct 2005 - 10137am P;\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL Nov 0 2 2005 `?* " :Ig ` ]ENT T R f WIK' C DI 'OF , L p AN CITY OF cr4 iI?,TI i y? ? ?? ?'•` V \ ? s20 c Are Uw DMv r '??7.1f? ( w ?? CLFARWATER, FLORIDA 337" TEL7 (727) 5W-4341 X: (727) 530-3790 :? I??.?A,•\ FA ldmbh SCALE:1"=60' LTI-USE DOCKS Application # NOTE BOAT LIFTS TO SE INCLUOEO IN PERMIT (OFFICIAL USE ONLY) WPROPOSED IN-WA ' TER STRUCTURE W Q Z W I Z I W ORIGINAL O O O ® O @10 @ O 10 I 1 1 1 U 1 `r U o 1 PROPOSED 7-STO RY 27-UNIT CONDOMIN IUM ISLAND WAY WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY, ROAD 34698 1, SUITE 22 PROPOSED SITE PLAN WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 *ELEliA77ONS REFERENCE NO11D-1929 SHEET 2B Mon, 31 Oct 2005 - 10:37am PI\GFB Development Multl Use Docks (211-05)\CAD\CURRENT MASTER,dwg MUNICIPALITY ENGINEERS SEAL 17 •• • ,` YLJ .` ,? rJ? ??4 Nov o 2 2005 :Q 71 STS ; . Pp°'?' ZiIM ENT , . -- . lyp Y ClI i i I, RI ? I{?? Cf I B ' ? \ 1520 G/ATFAUWt00 337G 1 CIE Tal (727)5W-4341 4 FM: (72')1 530-3790 SCALE:1 "=30' LTI-USE DOCKS Application # NOTE.' BOAT LIFTS TO BE INCL UDED IN PERM/T (OFFICIAL USE ONLY) W ?I W I J J I a? W ORIGINAL la- o n • A W A W A Z" A Z W ~ W X W 18 0 150.0 18 0 18 0 15 0 15 0 0 Q 18 I X W . 18,0 . . , . 1 15.0 15.0 13.0 1 2 30 4 @ © 7 9 10 I 36, 36.0 36.0 36.0 53.0 53.0 53.0 53.0 3.0 3.0 3.0 3,0 3.0 8.0 .72,0 18, I 8.0 3.0 MLW LINE 28.0 28.1 42' HANDRAIL 11.6 SEE SHEET 10 FOR 42' HANDRAIL CROSS- SECTION A-A' N C) N C:) O Z C0 CD Z M OO , O M ; O CYo r WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 DUCOUNTY NED ROAD 1, 34698UITE 22 PROPOSED DOCK DIMENSIONS WATERWAY WIDTH 297' 200 8' PH. (727) 786-5747 . WATERFRONT WIDTH MHW +1.3 MLW -0.7' FAX (727) 786-7479 *ELEliAPONS REFERENCE NG09-1929 SHEET 3 Mon, 31 Oct 2005 - 10:37am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL \\\Jill/// \ / C 06 0. NOV 0 2 2005 -? _ ST ;• KIT S 1 ? :;??? [?\? [F C_ Y/•\•"• / G\' ? \ G 520W ARMfLORIDA D3 (727) 5W M: (727) 530-3790 SCALE:1 "=30' LTI-USE DOCKS Application # NOTE• BOAT L/FTS TO BE /NCLUOEO IN PERMIT (OFFICIAL USE ONLY) W 2: W I H ORIGINAL w ?I D w _ o w .w Q I w r-a w Q ' 150.0 z z W ? w Lj x I 25% WIDTH ?F WATERWAY x w w 6 1 7.0 . 1 72 .0 6 3 25.67 6.2 3.0 MLW LINE 25.7 Z CV) pp N C) Z M O O ter 0 Mo , WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY D 469 SUITE 22 PROPOSED DOCK SETBACKS WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 *ELEI1AT7ONS REFERENCE NOk10-1929 SHEET 4 Mon, 31 Oct 2005 - 10)37am P)\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL ???11111/// / \ _ ? t1oN NnV 02 2005 ' . -' OF 0*0 C1iY OF ?? r /? 1^? . I?r? ? t:r? P?'lll l 1 1 ??- s aWp?1. .?? ?\ 1520 CHATLADWOOD DMJ /?? CIPJ.RWATER, FLOWA 337 64 r y TM: (7 7) 4 M:(727) 5303790 SCALE:1"=30' ULTI-USE DOCKS Application # NOTE.• BOAT LIFTS TO BE INCLUOEO IN PERMIT (OFFICIAL USE ONLY) W zI W ORIGINAL r? w w ° ° n ral w w IQ ra z Q z w. w X 25% WIDTH OF WATERWAY x w w L - - - - -g.9 1- 2-1 3- 4 1.75_8© 37 0 ® ?? L8.8 _ 7 8.0 8.5 _8.5 _7.7 _7.8 _7.8 _ _7. _ 0 6.8 7.2 _6.8 _6.3 L6.3 _5 -5 -6• _4.9 :5.1 _ _4. _4 -4 -4 I STARGRASS.B -3•9 -38 -3.8 14.1 _4 4 27.8 .0 MLW LINE _2.8 -2.8 31 3.2 _2.8 _2.0 _2.3 GRASS 2 _2.0 _2.4 8 2 2.8 _2.3 _1.5 _1.8 _2• -2 ?? D _1.8 -2.1 -2.7 2.6 19.0 z 00 p z M O , O M ; C) r . WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 171 4 COUNTY N, ROAD 4fi98UITE 22 BENTHIC & BATHYMETRY DATA WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 *EZE70A77ONS REFERENCE NOk9-1929 SHEET -5- Mon, 31 Oct 2005 - 10:37am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER•dwg MUNICIPALITY ENGINEERS SEAL ' NOV 2 2005 •: N s,, . (0d r C i L 1 OF 6i 7:1\ .. I' Y l . iZ N 1520 cnnTMWOOD OPJ e CEARWATER, FLORIDA 33764 Ta: J' I' 1f?•,`\ fA%: (727)3303 90 ? /// . , / 1 / y SCALE:NTS LTI-USE DOCKS Application # NOTE.• BOAT ZIFTS TO BE /NCZ UOEO IN PERMIT (OFFICIAL USE ONLY) 0/ f? 8 RECYCLED PLASTIC CAPS ON ALL EXPOSED PILE TIPS, FASTEN WITH S.S. NAILS (TYP.), CAPS SHOULD , EITHER 5/4"x6" SAWN ORGNAL BE NO MORE THAN 1/4" LARGER BRAZILIAN HARDWOOD, THAN TRIMMED PILE DIMENSION. TREX HS24 COMPOSITE ELEV. = 10.0' MAX. DECKING OR EQUIVALENT HANDRAIL (WHERE APPLICABLE) STANCHIONS PLACED 5.0' O.C. ROPE STOPS 11 2" X 6" 2" X 10" INTERMEDIATE (5.17' STRINGER MAX. 2.0' O.C. CCA .60 RET. 2 X 4' 42" ALL DECKING TO BE TRIMMED TO MATCH PILE DIAMETER, 2" X 6" NOT SQARE CUT AROUND PILE STACHIONS ELEVATION = 4.83' COUNTERSINK ALL BOLTS RAILING TO BE FASTENED TO STRINGERS ADJACENT TO BOAT SLIPS. o W/ SHORT BOLT, AND FASTENED TO PILE WITH LONGER BOLT WHEN AVAILABLE ALL BOLTING TO BE 5/8" HOT 0 0 DOUBLE STRINGER 2" X 10" DIPPED GALVANIZED MIN, 3/4" 0 ° #2 S4S CCA .60 RET. " " STAINLESS STEEL RECOMMENDED X 10 #2 S4S CCA 2 ii o .60 RET. ONE EACH SIDE CROSS BRACE :?? 0 2" X 10" , CCA .60 RET o 0 ONE EACH SIDE IN WATER o a DEPTH OVER 8'. NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. 8' TIP PILING 2.5 C.C.A. RET, ' NOTE: PENETRATION, SET BUTT DOWN, 8,0 6.0' AT WALL, AND 10.0' MIN FOR ALL INTERMEDIATE STRINGERS TO BE NON-SUPPORTING PILES LAP JOINTED AT BENTS 2.0' MIN. NOTE: GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH ACO OR AZOLE TREA TMENTS USE STAINLESS STEEL ONLY (TYPE 304 OR 316). WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY ROAD L 34698 1, SUITE 22 N MAIN DOCK DETAILS WATERWAY WIDTH 297' 200 8' , . WATERFRONT WIDTH PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 I`EZEVA77ONS REFERENCE NOk12-1929 SHEET -6 Mon, 31 ?ct 2005 - 10137am PI\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER,dwg ??111111/// / \ NOV 02 2005 STA MANN NG Ti??_! ENT / 'b • All : \ 1'?'Ig. jf1?.±. e??y M j/„j???F ?? 13?.II?I„llai??•\ t\? 1 IPA520RWATER. GHATEAU4A'JOD DRIVE 4Y! /? '• '. L ?' C FLORIDA 33764 TM; (72 341 I 1 ?1? FAX: (727)5303790 , /1/ 1 1 u I'{ SCALE:NTS LTI-USE DOCKS Application # NOTE BOAT LIFTS TO 9E INCL UOEO IN PERMIT (OFFICIAL USE ONLY) ORI???IAL 10.0' EITHER 5/4"x6" SAWN HANDRAIL (WHERE APPLICABLE) BRAZILIAN HARDWOOD, STANCHIONS PLACED 5.0' O.C. TREX HS24 COMPOSITE DECKING OR 2" X 6" EQUIVALENT 2 X 42" 2"x6" STACHIONS ELEVATION = 4.83' COUNTERSINK ALL BOLTS RAILING TO BE FASTENED TO STRINGERS ADJACENT TO BOAT SLIPS. o W/ SHORT BOLT, AND FASTENED TO PILE WITH LONGER BOLT WHEN AVAILABLE ALL BOLTING TO BE 5/8" HOT 0 0 DOUBLE STRINGER 2" X 10" DIPPED GALVANIZED MIN, 3/4" 0 0 0 #2 S4S CCA .60 RET. STAINLESS STEEL RECOMMENDED o 2" X 10" #2 S4S CCA ° .60 RET. ONE EACH SIDE CROSS BRACE ° 2" X 10" , CCA .60 RET o 0 ONE EACH SIDE IN WATER o 0 DEPTH OVER 8'. NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. 8' TIP PILING 2.5 C,C.A. RET, ' NOTE PENETRATION, SET BUTT DOWN, 8.0 6.0' AT WALL, AND 10.0' MIN FOR ALL INTERMEDIATE STRINGERS TO BE NON-SUPPORTING PILES LAP JOINTED AT BENTS 2.0' MIN. NOTE.• GAL VAN/ZED FASTENERS ARE NOT TO BE USED IN WOOD W/ TH ACO OR AZOLE TREA TMENTS. USE STAINLESS STEEL ONL Y (TYPE 304 OR 316). WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY ROAD 4fi9 SUITE 22 MAIN ACCESS DETAIL S WATERWAY WIDTH 297' 200 8' . WATERFRONT WIDTH PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 *ELEkIA77ONS REFERENCE N000-1929 SHEET ? Mon, 31 Oct 2005 - 10)37am P)\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg \?^ylllll/ ? \ "N?? .. ?l[..;?\?l. X1.1 ./ .r°.. .M .. ?????p •?i ) ? NOV 02 2005 ?• •O - G a 0 1- 0 A t • ?'? n1r? , % ? CIPARWATER. (7271 f5WP -41 /^ / /11' 1 1 \ \ \ FAY: (727) 5W-3790 SCALE:NTS LTI-USE DOCKS Application # NOTE• BOAT LIFTS TO BE INCLUOEO IN PERM/T (OFFICIAL USE ONLY) RECYCLED PLASTIC CAPS ON ALL EXPOSED PILE TIPS, FASTEN WITH I` 3 0? S.S. NAILS (TYP.), CAPS SHOULD If BE NO MORE THAN 1/4" LARGER THAN TRIMMED PILE DIMENSION. ELEV. = 10.0' MAX. ROPE STOPS ORIGINAL 0 X5.17' EITHER 5/4"x6" SAWN 2" X 10" STRINGER ' O.C. CCA .60 RET. BRAZILIAN HARDWOOD, MAX. 2.3 TREX HS24 COMPOSITE DECKING OR EQUIVALENT DOUBLE STRINGER 2" X 10" ELEVATION = 4.83' #2 S4S CCA .60 RET. COUNTERSINK ALL BOLTS 2° X 10' #2 S4S CCA ADJACENT TO BOAT SLIPS. •60 RET. ?NE EACH SIDE 0 0 0 0 0 o NOTE: CROSS BRACE 2" X 10" ° o DECK BOARDS TO BE TRIMMED BOTH SIDES. 0 #2 S4S CCA .60 RET. NOTE: ONE EACH SIDE IN WATER ALL INTERMEDIATE STRINGERS TO BE DEPTH OVER 8'. CENTER LAP JOINTED AT BENTS 2.0' MIN. BLOCK FOR SUPPORT. 8' TIP PILING 2.5 C.C.A, RET. SET BUTT DOWN, 8,0' PENETRATION, 6.0' AT WALL, AND 10.0' MIN FOR NON-SUPPORTING PILES TYPICAL FINGER PIER NOTE: FINGER PIER PILE BENT AT MAIN DOCK INTERSECTION TO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT. INTERMEDIATE PILE BENT TO HAVE SINGLE CAP EACH SIDE OF BENT. OUTBOARD PILE BENT TO HAVE DOUBLE PILE CAP ON MAIN DOCK SIDE, NO CAP ON WATERSIDE. GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH ACO OR AZOLE TREATMENTS. USE STAINLESS STEEL ONL Y (TYPE 304 OR 316). WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 DOUNTY ROAD L 34698 1, SUITE 22 FINGER PIER DETAILS WATERWAY WIDTH 297' 8' 200 . WATERFRONT WIDTH PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 IELEIiATIONS REFERENCE NO09-1919 SHEET 8 Mon, 31 Oct 2005 - 10137am P)\GFB Development Mutt Use Docks (211-05)\CAD\CURRENT MASTER.dwg 0 5 NOV 02 2005 . SIT F,i' r \ ?.? A?4 4: A C fly 0 IF ?.7w`"`- ?j' /Ie SI L, ' ?\\1 520 0M FL DA 3 6E GLEARWAiER FLGRIDA 33764 [R ' / u , . TEL; / I ( 1 \ \ \ FA%: 1727) 5 -4341 530-3790 SCALE:NTS LTI-USE DOCKS Inv Application # NOTE- BOAT Z1FTS TO BE /NCZ UOEO IN PERM/T OFFICIAL USE ONLY) GENERAL DOCK NOTES: ORIGINAL 1. ALL DECKING TO BE TRIMMED, BOTH S/DES. 2. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT 3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10' NOMINAL. 4' AND NOT TO EXCEED 12: 1 4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED) 0 0 5. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED 1/6" ° TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED 114". e e 6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER. SECT10N A-A 7. RASP OR FEA THER ALL SAWCUTS. 8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN NAILING PATTERN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND AT LAP JOINTS NA 14GA 710N CONTROL AUTHOR/TY REGULA TIONS MANUAL 9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATER/AL S. WOOD NOM. 3' TREATMENT AS FOLLOWS ARE ACCEPTABLE.- ALKALINE COPPER QUATERNARY (ACQ), COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA). ° 10. 518" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE TREATMENTS. USE 314" STAINLESS STEEL FASTENERS ONLY (TYPE 304 OR 316). ° SECTION B-B NAILING PATTERN LAP JOINT PATTERN FOR DOUBLE STRINGERS FOR DOUBLE STRINGER A A B B (N TS) INTERMEDIATE STRINGER f------i LAP JOINT / DOUBLE STRINGERS ELECTRIC CONDUIT MIN. 4' O I?ERLAP MIN. 4' BETWEEN JOINTS I tiI (N TS) I I PVC WATER LINE =MIN.. 7' OWRLAP ° ° DOUBLE STRINGERS INTERMEDIATE o o IN /NTERMED/A7E STRINGER e o e o Ir 12' MAX. O.C f e e 10' NOMINAL SPACING O. C. e e EITHER 5/4"x6" SAWN BRAZILIAN ° ° HARDWOOD, TREX HS24 COMPOSITE ° UTILITY SECTION VIEW DECKING OR EQUIVALENT (N) ONE SCREW INTO EACH DECK SCREW PATTERN (WS) WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY SUITE 22 STANDARD DETAILS WATERWAY WIDTH 297' ' 4fi9 WATERFRONT WIDTH 200.8 PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 *EZEIG4TIONS REFERENCE NOVO-1929 SHEET 9 Mon, 31 Oct 2005 - 10137am Pt\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER,dwg 00. 4 NnV 2 1005 00 - 0 , a` I L 1520 TER. FLK DA 37G CtFAEWA(72])58(1 4341 - SPX. (]2]) 530-3790 SCALE:1"=10' LTI-USE DOCKS Application # NOTE.• BOAT LIFTS TO SE INCLUOEO IN PERM/T (OFFICIAL USE ONLY) ORIGINAL TOP OF SEAWALL=4,83' , 42" HANDRAIL MAX HEIGHT=10,0' MAIN DOCK WALKOUT MAIN 42" HANDRAIL ACCESS MAIN DOCK WALKOUT DOCK 0.0 8, 10.0 8,0 36,0 FIN ER PIER MHW LINE +I,3' y 0.0 ELEVATION LINE MLW LINE -0.7' s WATER B • pTTpM (DEPTHS ; MAY.VARY) MINIMUM PILING PENETRATION = 6' WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY ROLD4fi9 SUITE 22 CROSS-SECTION A-A' DETAIL WATERWAY WIDTH 297' 200 8' . WATERFRONT WIDTH PH. (727) 786-5747 REFER TO SHEET 3 MHW +1.3 MLW -0•7' FAX (727) 786-7479 *ELE11A77ONS REFERENCE NOVO-1929 SHEET 10 Mon, 31 Oct 2005 - 10(37am P(\GFB Development Multl Use Docks (211-05)\CAD\CURRENT MASTER,dwg MUNICIPALITY ENGINEERS SEAL NOV 02 2005 '= ii..ry3J LIV? i ? ••• GM ? \\ I?q`Yly[, Vii S G ¢W DER.F DA 333" ?' I I 1 1 1 rAX: (727)530-3790 SCALE:NTS LTI-USE DOCKS Application # NOTE.• BOAT LIFTS TO BE INCLUOEO IN PERMIT (OFFICIAL USE ONLY) MON- --z ORIGINAL , 3 GJ!WRh I: d. { it i SLIPS 2 THROUGH 9 TO BE PERMITTED WITH BOAT w I LIFTS I x (INSTALLED AT OWNERS DISCRETION) W O N I P I 10 I WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY ROAD 4fi9 SUITE 22 BOAT LIFT DETAIL WATERWAY WIDTH 297' 8' 200 . WATERFRONT WIDTH PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 *ELEliA77ONS REFERENCE NGVO-1929 SHEET _1L Mon, 31 Oct 2005 - 10:37am PI\GFB Development Multl Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL 1 • (` • / r NOV 0 2 2005 T F>r;• ,jam\_ T? ?- JT y.i , ..S ..-;. 1Fa' Ir, \il ?;~ 4 . Y .; ? ?? . w •.• ?..• .- ' • ?` ?` 15 . r .:`. 1 20CHATPAUWOO DNF 'J f °? C RWATER, FLMOA 33744 TEL: (7 27)50-0341 ?,?I it `?II?'`,\; ??• ' Ta: (727) 5330-3790 SCALE:1"=60' 11 ULTI-USE DOCKS NOTE. BOAT L/FrS TO BE /NCL UOEO IN PERM/T Application # (OFFICIAL USE ONLY) I 7; ?jr -07'' Wup 40 WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2122 1714 COUNTY ROAD 34 , SUITE 22 WATERWAY WIDTH WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 "ELEliAT10NS REFERENCE NGkV-1929 SHEET Mon, 31 ?ct 2005 - 10:37aM P:\GFB Development Mutt] Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL S/ 4( NOV 0 200 * o. 1 a? ??, A . • ,••• T F !L r I I 1 1 "n.: v2ii sago s W 7Q G CD Lin O Co G BENTHIC SURVEY. 125 & 143 Island Way, Clearwater Prepared fog: ORIGINAL Frank Salvo Greg Singleton 4208 W. Corona Street Tampa, FL 33629 Submitted by: Woods Consulting, Inc, 1714 County Road 1, Suite 22 Dunedin, FL, 34698 Office: 727-786-5747 Fax: 727-786-7479 Email: billwoodsgno woodsconsultina ora June 27, 2005 P'1`! n 2 2005. PU1 ti', c?,: ,, 00 DVP,/,, tki f0iEKIT CITY 0 F CLr:' j?`:Iif? Woods Consulting 0 Environmental Permitting Marine Engineering Hydrogeology Land Planning 1714 County Road 1, Suite 22 June 27, 2005 Dunedin, FL 34698 Frank Salvo Greg Singleton 4208 W. Corona Street ORIGINAL Tampa, FL 33629 Re: Benthic Survey Report Dear Mr. Salvo: As required by Pinellas County, the Department of Environmental Protection (DEP) and/or the Southwest Florida Water Management District (SWFWMD), Woods Consulting, Inc. performed a Benthic Survey for the Salvo Island Way site. The Benthic Survey was performed under the guidance of Sherry Bagley, Senior Permitting Specialist on June 24, 2005. A grid was swam to note the occurrence of sea grasses, worm tubules, fish, crabs, oysters, algaes, etc. The survey area exhibits a sand bottom with some overlying silts. Barnacles (Balanomorpha) and oysters (Crassotrea virginica) were present along the existing seawall as well as on the existing pilings. An area of sea grass was found on the northern portion of the 125 Island Way property and can be seen on the attached Benthic Map. The area is approximately 20 feet wide and 28 feet in length and consisted of sparse (35-65% coverage) to moderate (65-85% coverage) Cuban Shoal grass (Halodule wrightii) interspersed with Star grass (Halophila engelmannii). Sea Urchins-(Strongylocentrous) were seen in close proximity to the sea grass bed, no other benthic organisms were observed. If you have any questions, please call. My regards, ?r Sherry Bagley -; - Senior Permitting Specialist Woods Consulting, Inc. NOV o 2 2005 NA. PASalvo Island Way Docks (211-05)\Benthlc\Benthlc reportmpd "` Cats a, Office; (727) 786.5747 Fax: (727) 786-7479 Email:billwoods@woodsconsulting.org SCALE:I"=30' 493 SQ% OF SPARSE CUBAN SHOL GRASS INTERSPERSED WITH STAR GRASS ---i PROJECT LOCATION 143 ISLAND WAY CLEARWATER, FL 33767 08-29-15-43326-000-0050 APPROXIMATE N 111 0 9 c: L L9 NOV n 2 2005 PLANNING DEPARTMENT CITY OF CZEARVIIATER PROJECT LOCATION 125 ISLAND WAY CLEARWATER, FL 33767 08-29-15-43326-000-0040 APPROXIMATE RIPARIAN LINE D ri a WOODS CONSULTING, INC. GFB DEVELOPMENT DOCKS B E N TH I C MAP WATERWAY WIDTH 297' 1714 COUNTY ROAD 1, SUITE 22 WATERFRONT WIDTH 200.8' DUNEDIN FL 34698 PH, (7275 786-5747 FAX (727) 786-7479 SHEET PARIAN LINE SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST ?.E I 7 A I I I I I II ? a ? ? ? ? a ta® / i / ENS G swEw" w I' M wE Ewr / _ .. 6 S?: swe I" rEn I p 4 1 11i RAY 9 1 I / -?_------ a ) M NA / ? ? I I 1 I I ? SIaLM1{4• II SNdAU< I i I ' I RRI EL - 3.la ao1E Gw P.C.P. W. E - 201 GMTE EL .333 RN. E .101 nIN 5p,1EM SW1 AT cRO1R t YIL ro O o PREVDfT pR1LiM1101. " TER wtr F''I A. NO. kv1 w: ."z x PROPOM I Ww w/ 17v,7.C WEr TAP wRll ADASTAfaE / 1 I I I1(]IC000BLE QIEQt GEVKE 1 I ( ( , i 3 I ].; •.I Y 1 I ROPOSm I 91Q R,I?( ./v/n . . I...`., ?. ;SIV. S -. ..' • A 1 .[',: ill Iiil II' ' A?S?r ' \t • :., 1 'I " ? mHNEGItoR ,>.,>an>arwru wAw°In I Idl?4. •311->o•'w.c.Pll` '? .'?_......I\ Ih I IJ ,:. ? :C.r- . aoa ociuc ?ss ,n a®.?}r '(' '"? ?, .. -? I RAIR13 - xtaod I w?al,: M . .a?i,W' WE? I I• 4[14--?-e 'll E A . oloRO . ,aL3wi I r _C8 - N.0.1aJ]pM. I ' I u a ° ? ? I ` _ li., ?" d II _,I Q orsl.n° Ir R.G.P:,? 0Is - ostnE a „ 3 I _ ,111 PR E?iPC I d y I `?`? a - I P9i03m g-l" ?Ip , ?-; I ( i I I I ?"?' I b I I I _ .I i II I 11 a 9DEMAIK \, " 1y 99 y? I I I ee I I ? ,ly,,j I I '- I \\1\` 1 I P?{Fl BRIG 1 I i , I 4 \ I • L_ ? ? F 1 i ?< 1 , .,•; y : (-am RW EL P.11 PROPOSm 1 11I ? pN.. w. P (°NgR9E0E 0aR0?P 4 ? RN. N. ` 1 ( ; §, pgap0.5m lpt I m ` I I UEaf REOWRDI( ,! 111 ? i 1j 1 :'".•, 1 ? ? I }'? h G 4 I I • 1 ' r P.V.G NVMI L(P) I I II ' 1 A lF - 1 V w' P.V.a uTFRII I 1 I /A 0.601E CR I ? I I ' ? O 1.OIT MRdMUM GPIDE i I u l II RIY - l0a ' II I O. FL. 1M. j 'IEN. I I II i ?? I )I Mn RM EE .3'30 Q( INV. N.. /.3V K i I 1 I I I O I L~ i I I I GENERAL LEGEND o ?- ? 1 I o r I I 065f?nTCT rWE Y- mm = -- -r'N?a -- ",: MOIUS 810.11tl ARC _ iA B96' CHORD 1- 15.BS' C.B. - SOSI749•E D.I. Nw. 1 w li - 1e• RCF. CRATE EL . 1 • oa?E NV. N - z6 NV.E.za OE1E1m w AREA Rvr.. 1_10.,e CD V ? N Eow?'>vn ?i?i ? M 3 V rdTPAT Sl®MW ME 9EET NP. S M OE. MS) 1311-21 RCD. O mm0 ? z4 -P. nS,ANID ilMUOt SFAwMl AT MV.. pia caolrr suL ro PREVEM awLTMTpN L . (_ u f1EW-Ollf OEeAifm -P LBRE 1RF ro ER: R6rNl1D n A 11CEEZgD "M SPRNRIFII CCNEPACNR DETENTION AREA DRAINAGE ANALYSIS m«m.v.w• Y .+Pr m oA,w .r. ma .«m•.. b. a. m. °i. .X...,Y. Y M nM.e aye °. .b b a •tl eW,E b 7ti or !ram. wata Quarry: . oam .,.i A.i,rin.Yr •A.n v. w.w..w. NOOTTE ? Prw?i roro m'?smic?`ia N °? ram. o r m?iva ROOF GRAIN NOTE: 1. Eaar amwz wPU s muEGlm .w w>or aAVS amps OEfFMiON AREA NOTE: % ,a ? mr..ww wAa,AY • M r...Ga. GENEFK NOTES: ,na,vu _ ?w•P,x' ?nvsn aV YavmAVwa wwAr 1[fwlp a ALL Cm,K lb * M mllYnM wvit Y larwlm n M C9RnwCla, www awV n m1 tom wi rAUnu wr a• wn AvP ,ws an[ urs wmn M un a aursaa swpAV a?ol >. .?wAwR uo wTRx M an v avArart„ ww, sausE ?Vf1AP•rrA, AwwA?,l'wb A0., ??w ® ? mw„Vnow M a m.6 w [ M?eulaMlo? aw Raw?A ,aa?wA?„ ? ,a "° SIOEWALK RAMP N ramw.a wM M an ar M" 1 . 1 1111 - - - • !` ` ? ? Re. wre REVISbN3 ORN. c.o . `1•? "ISLAND WAY CONDOMINIUM Q • PG 0 L (g b COMPOSRE CONSrRUCRON PLAN • ? ?suws? " a.aww Y?P' n. M G..__ NOW Yawn `" MARK - -- I?? ® LLOV RA BAUR do OME ENS 1 F + MN.-?MnOx,1'm ,pYV. RaOrTt i--A-- rtv`l D[iNL1ZNGlNEW3 - SUTElLR3- - %ANMEAS `yam n..n ISnIaA':- N o.. ,y _ - - caA?wrfq nap, >a„ T CONSTRUCTIONteLWS,? +oe - 33895 ?'? r SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST Z 0 G O Ct c C? ICJ A911FMAETEM MOD ., q N°n[x'"O sua,,er [cano 11EE )cacea sro , fA?o « nri ii.' 1/ . • uuiKlf [ IT. nP[ In xm[0 G (v) `??.-II dn[M? a ' I ? I II I I II to a'2 i? j pI I Illlllltlllllllll ? ?? I `ss n? I I ?n I I JS???otn,. m n <axcvl I ? I IMEUEMH ori. ,aoo J u %s- .--9 I 31 K D IT ixi xomx o' ?o' no' Jo' r f Wzj' 11 c in.x.•t°' ?:w ? • : °'°omo K o?i .a ,?. .,ham ' o- (e pn xm NvRC-tl,ge?vto?RD K ox) -f i•x1•io.tl ,x• hor ow:.- vn"em« ?«i• vapn ,9• am », Wert Weals, a (?wvR w - 0. - -1. Krto? BOUNDARY, TOPOGRAPHIC AND TREE SURVEY Jae ea. 33895 tOfF?Gd11. USE ONLY) C0A1hU RCS AND METLTX-USE DOCK PERMU AP'P'LICATION FgqFJ.JAS CO INTY 'ATM AND NAVIGAT'ION GQ??T?,QL Pease type, or hared prt»t ire .STACK 10 A. AwnwneaNwe_ GFB Development, LLC 1i. &Iail(ng Md s; (fir: rt'am stst*: FL Zip.. 33629 e Telephom Nu W 813 786-8087 Fax: (813) 805-7283 H. A r IIr OMATM9 A. ? Woods Consulting, Inc., Bill Woods and/or Terri Skapik Ate; 1714 CR 1Suite 22 city: Dunedin; FL zip. 3462a-_ Z) 786-5ZAL. - c. Twoooee tws): AZ2 UL IM jNMFIATft?N: A. trusUoa Site Addvew: 125 & 143 Island Way eat,,: Clearwater FL 33767 s IntadedU'se. Multi-use Dock for Condominiums c. nmWIDNumber.. 08 / 29 115 f 4332 / 00 ! (140 & 0050 D.Ino rated: Unirwocporated: Q S, Previous Permits: Unkng 13 See attached warranty deeds F. Date appucant named Property ownership: mon,tblyo" None G. Obstructions: (dogs, fences, etc,) H. Attach 5-112" x it vtoinity map showing specific project location. See attached location map 1. All other information pursuant to P.C.O.0.19 (0m4r:dad), 8or-lion 10.8, as needed. J. Doha the project abut residentially zoned, property? yes 0 Na Q K. For projects requiring a public hearing, attach a copy of the 0000ets 16981 desariePUM See attached warranty deeds IV. PRRO MC r DESCRIPTION: MULTI-USE 0 • Applcaliurn # [Ii'Ia1C7EAt. USE /NR.Y) COMMERCIAL 0 A. Nature and Size of Project: Construct multi-use docking facility consisting of 10 wetslips and 2,122 SF of decking for use of the residents of the proposed upland condominiums. Note: existing 8 wet slip, 1,025 SF dock will be removed. Square t: 2.122 Net gain will be 1,097 SF of decking and 2 wet slips. B. Varft`n : 'Stan 0 No ¦ Amount in variance: Length: Width'. Setbacks: L R ?--? ---- Other: N(Y=; It is the applicant's responsibility to clearly demonstrate that any re questend. variances are consistent with the variance criteria of the Pinellas County Water and Navigation Control Authority Regulations. The applicant must submit a written variance request outlining the nature of and need for any variances. The applicant must demonstrate that a literal enforcement of the regulations would :result in an extreme hardship due to the unique mature of the project and the applicant's property. The hardship most rwt be created by action(s) of the property ow=nerts). The granting of the variance must be in harmony with the general intent of the regulations and not infringe upon the property rights of others. The variance requested must be the minimum possible to allow for the reasonable use of the applicant's property. Should the applicant fail to demonetrate that any variance request is consistent with the criteria outlined in the regulations, staff cannot recorrnmend approval of the application. V, CONTRACTOR INFORMATION,., I Contractor not selected at this time , a certified contractor, state that the dock has net been constructed and that it will be built in compliance with all requirements and standards set forth in the "Rules and Regulations" of the Pinellas County Water and Navigation Control Authority, and in accordance with the attached drawings which accurately represent all the information required to be furnished. In the event that this dock is not built in accordance with the permit or the information furnished is not correct, I agree to either remove the dock or correct the deficiency. Signed: cert. No. Company Name: Telephone No.. Address: VL OWNER'S SIGNATURE: I hereby apply for a permit to do the above work and otate that the same will be done recording to the reap or plain atwohad hereto and made a part hereof, and agree to abide by the "Rules and Regulations" of the Pinellas county Water and Navigation Control Authority for such constructi,po and, if said construction is within the corporate limits of a municipality, to first secure approval from said municipality. I further state that said construction will be maintained in a safe condition at all times, should this application be approved, that I am the lagal owner of the upland from which I herein propose to construct the improvements, and that the above stated ageotlcoYntractor,may act as my representative. I understand that 1, not Pinellas County, am resp=Mble for the accuracy of the information provided as part of this application. And that it is my responsibility to obtain any necessary permits and approvals applitieable for the proposed aeUvitiea on either private or sovereign owned aubmkairged land.. ?" nat$ i • LOFMIAL ME 0" VIOCIA)euR EOM In order to allieviate any poWdlal cOnfllct of Interest with Pinellas County staff, It Is required that the AWhoNlty be provided with a 99*V of PERWNS 1361"D petty to a trust. coaporetiorr, of partnership, as well as anyone wtw may have benefWal interest In the application which would ba affected by arty decision rendered by the AlVwOdty. (Attach addilionW sheets If necessary.) A. PROPRITiC OWN112S: Name- Harley and Sharon Evans Addre"! s an ay der FL 33767 Name: Miriam Cebula Addreee: s an ay Clearwater, FL 331W Nam: Address: B. REPRESEN"I'ATIVRISt Name. Bull W99da. cods CbnSUltin Inc. Addreu-: 1714 County oa ufte 22 FL 698 Name: Frank Salvo, GFB Development,LLC - 4ZUb VV. Street Am""; n Tam..,pa_ E1 '13629 NOMe: Address: Name: Terri Skapik, Woods Consulting. Inc. Address: 1714 Coun Road 7 Suite 22 D nedin F ?Nam.: Greg Singleton, GFB Develop. LLC Add,,.: 42135 Tampa, FL 33629 C, 0THRR PERSONS HAVING OWNERSHIP INTERIM ST IN TR.$ SUBJECT PROPERM lntereet is-, contingent O absolute ¦ Name: specirsc interest hold p. DOESA CONTItACT FOR SALE FMsT F"OR TFW SLWRCT PROPSS'i:`tT't Y1181 0 NO I? If no, the contract is: contingent Q absolute a Name of parties to the contract: Frank Salvo and Greg Singleton, GFe Development, LLC ig. DOES AN OPTION TO PURCHASE EXIST FOR TIER SUBJECT PROPimTY7 YES 0 NO ¦ Name of parties to the option: P. tWNWill S GNATURNs I hereby cartify that the information bteted above is vomplete, acearate, and true to the lit of my kaowri g Bate vAat?esrao? Appka#on a PPRUAL UOR 4 t Lot Owner's Name: Mailing Address: Zip: - -- - I cma& that I arcs the owbor of W ,.,. which adjoins the property owned by the applicant who prep to coaatruct a Commerdal D Multi-use 0 Private. 0 dock at the fallowing adds: I Lame seen the plane of the propo"d structure(s) with any requested vatUnees (sse Section I" of Application) amd therefore: DO OBJECT C3 DO NOT O ECT Q to the construction. OWNB" 91014ATUREt X Sato-.,,--?--- D'ART: personally ST??' OF FLORIDA,, PINELI.AS COUNTY, BEFORE XE, the undersigned authority. pere+o appeared , well koown to Mo. or who provided a valid Florida Driver's License to be the person who executed the foregoing instrument and that he/She acknowledged to me, under oath, that he/she signed the same freely and voluntarily for tba purpasss expressed therein. Fitness my hand and official seal this .? .? day of ' Y9 Nctary Putblic my WOM11000 worm Bight Lot owner's Nance: Honig AAdreaa: Lip: I asrtly that I am the o of Lot _ whioh adjoins the property awned by the applicant wlto proposes to c,onatraet a Comaeerclal CI Multi-use 0 Private 0 dock at the following aft"s: I have seen the plans of the proposed structure(s) with any requested varianoes (see Section IVH of Application) amd therefore: DO OBJECT D DO 140T OBJECT 0 to the constractlon- oWNNR'S SIGINATURR: X Date NOTARY: STATE OF FLORIDA, PINELLAS COUNW, BEFORE ME, the undersigned authority, personally appeared , well known is me, or who provided a valid !Florida Driver's License to be the person who executed the foregoing instrument and that be/she acknowledged to me, under oath, that he/she signed the acme freely and voluntarily for the purposes expreseo+d therein. Witness my hand and offloffal seal this day of ? 19 ...:.? . Koury FG'W my 1 expion: Septa 11/2/2005 `I`• Receipt #: 1200500000000010953 10:49:13AM Date: 11/02/2005 r Line Items: FLD2005-11106 04 Payments: Method Payer Check WOODS CONSULTING INC R_D 2255 057, M r7'1 o z ? n O 00 -< ? e-0 M b O M - D 0 o v cn - M y M In Person Payment Total: THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 of 1 1,205.00 $1,205.00 Flexible Commercial Initials Check No Confirm No How Received 010-341262 Line Item Total: Amount Paid 1,205.00 $1,205.00 cReceipt.rpt , 10 Ise", r nn .- + ,I *?? QV4 14 . %9T'ER, LONG RANGE PLANNING DEVELOPMENT REVIEW February 24, 2006 Ms. Terri Skapik Woods Consulting, Inc. 1714 County Road 1, Suite 22 Dunedin, FL 34698 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL, SERVICES BUILDING, 100 SOUTH MYRTLE AVF,NUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 Re: FLD2005-11106-125-143 Island Way Dear Ms. Skapik: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On January 17, 2006, the Community Development Board (CDB) reviewed your Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Section 3-601. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That there are no pending Code Enforcement issues with subject property; 4. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 3- 601.C.3; 5. That the development proposal is consistent with the commercial dock review criteria as per Section 3- 601.C.3; and 6. That the development proposal is consistent with the General Applicability criteria as per Section 3-913.A. Conditions of Approval: 1. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 2. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 3. That prior to the issuance of a building permit, the City's existing 30-inch reinforced concrete pipe storm line shall be relocated and a right-of-way permit shall be obtained; 4. That no portion of the dock shall be located in front of the City or private storm pipe or to a width of five feet on either side of the center line of the pipe; PRANK HIBBARD, MAYOR Biu omm, Vlcr.-MAYOR JOIN DORAN, COUNCILMENMIT HoYr HAMU:rON, COIINCILMGMRER ® CARLEN A. Pj7-n:.1w;N, COunc11.U1;.MI+1:R I.Ql1Al. I?MPLOYMENT AND AI'I'IRMAl1VI? AC"PION I:MPLOYPW, 5. That lighting is installed at the ends of the docks to make the docks more visible to both recreational boaters and to slip owners finding their slips at night; 6. That a copy of the SWFWMD and/or FDEP permit, Army Corps of Engineer's permit and proof of permission to use State submerged land, if applicable, be submitted to the Planning Department prior to commencement of construction; 7. That the first building permit be applied for within two years (by January 17, 2008) of Community Development Board approval; and 8. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4407, an application for a building permit shall be made within one year of Flexible Development approval (by January 17, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on January 31, 2006 (14 days from the date of the CDB decision). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefftAmyclearwater.com. Sincerely, r Michael Delk, AIC Planning Director S. (Planning DepartmentiCD BIFLFX (FLW)llnactive or Finished Applications11sland Way 125-143 Talavera Docks (HDR) - Approvedllsland Way 125- 143 - Development Order 02-24-06doc CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORLDA 33758-4748 MUNICIPAL. SERVICIIS BUILDING, 100 SOUTH MYRTI.F AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW February 24, 2006 Ms. Terri Skapik Woods Consulting, Inc. 1714 County Road 1, Suite 22 Dunedin, FL 34698 Re: FLD2005-11106-125-143 Island Way Dear Ms. Skapik: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On January 17, 2006, the Community Development Board (CDB) reviewed your Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Section 3-601. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That there are no pending Code Enforcement issues with subject property; 4. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 3- 601.C.3; 5. That the development proposal is consistent with the commercial dock review criteria as per Section 3- 601.C.3; and 6. That the development proposal is consistent with the General Applicability criteria as per Section 3-913.A. Conditions of Approval: 1. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 2. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 3. That prior to the issuance of a building permit, the City's existing 30-inch reinforced concrete pipe storm line shall be relocated and a right-of-way permit shall be obtained; 4. That no portion of the dock shall be located in front of the City or private storm pipe or to a width of five feet on either side of the center line of the pipe; PRANK HIBBARD, MAYOR BjujonsoN, Via MAYOR ?otlN DORAN, COl NCIIAH:MBER Horn HAMU:rON, COUNCILMEMHER ® CARLEN A. P6rP:16EN, COUNCHAI MHER "EQUAL EMPLOYMENT AND AI'I'IRMATM: ACt'ION EIMPLOYER" 5. That lighting is installed at the ends of the docks to make the docks more visible to both recreational boaters and to slip owners finding their slips at night; 6. That a copy of the SWFWMD and/or FDEP permit, Army Corps of Engineer's permit and proof of permission to use State submerged land, if applicable, be submitted to the Planning Department prior to commencement of construction; 7. That the first building permit be applied for within two years (by January 17, 2008) of Community Development Board approval; and 8. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by January 17, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on January 31, 2006 (14 days from the date of the CDB decision). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft(a,myclearwater.com. Sincerely, Michael Delk, AIC Planning Director S. (Planning DepartmentlCD BIFLEX (FLD)Vnactive or Finished Applications Usland Way 125-143 Talavera Docks (HDR) - Approvedllsland Way 125- 143 - Development Order 02-24-06doc _.1) 0 0 Pagel of 3 Wells, Wayne From: Wells, Wayne Sent: Thursday, April 26, 2007 4:47 PM To: 'Terri Skapik' Cc: Tefft, Robert; Thompson, Neil Subject: RE: GFB - FLD2005-11106 Terri - The information Robert Tefft has indicated in his email of April 19, 2007, is correct. I just had a similar discussion with Michael Delk on a different project today. I informed my client of the same information. Sorry I can't help you anymore, but the Code only provides certain "threshold" mechanisms and once you go past or trip this threshold, the Code does not provide any other mechanisms to then go back for a time extension. The concern Robert has indicated is a real concern. If docks, which are accessory to the primary upland use of attached dwellings, are constructed absent the upland construction, it raises the concern as to their use. I have expressed a similar concern to Sherry Bagley regarding the accessory docks for the hotels at 300, 316 and 326 Hamden Drive that were approved by the CDB, but now there is discussion regarding demolishing the hotels that the docks would be accessory to. Any lease, rental or sale of slips would be a violation of Code, as the use would now be a Marina, which is not what the CDB approved. Wayne -----Original Message----- From: Terri Skapik [mailto:terriskapik@woodsconsulting.org] Sent: Thursday, April 26, 2007 1:29 PM To: Wells, Wayne Subject: FW: GFB - FLD2005-11106 Hi Wayne: I am following up for my client on his development and associated docks that were approved by the City. I requested from Robert whether or not there was a mechanism for extending the development order that was issued for the dock. We are still waiting on the Army Corps to issue the permit (almost 2 years in permitting). Thus, even though we expect the permit any time from the Corps, Robert was concerned that the upland development would not be ready and the client doesn't intend to build the dock until the uplands are in. Otherwise, there'd be a dock and no uplands and the dock would be considered non-conforming as Robert says below. I understand and agree. So, if the upland development is delayed and therefore the dock is delayed and the dock can't meet the 2008 date in Robert's email below, I am requesting some clarification. Even though Robert answered this in his email below and is probably right, my client wants to know if there IS ANYTHING he can do as an alternative to having to go back through the entire Flexible Development application process if Feb. 2008 comes and the docks aren't built (which at this rate, that appears to be the case). Or if there's some mechanism for extensions since the delay is due to the uplands and not the dock? 4/26/2007 'if 0 • Page 2 of 3 Anything? I don't want it to appear that I'm going over Robert's head; I trust his answer is more than likely the correct answer. However, I thought maybe you with your infinite wisdom might know of an alternative that would be more favorable than going through the whole hearing process again. Thank you for your guidance! Terri My regards, Terri Skapik Senior Hydrogeologist Woods Consulting 1714 CR 1, Suite 22 Dunedin, FL 34698 Office: 727-786-5747 Fax: 727-786-7479 terriskapik@woodsconsulting.org From: Robert.Tefft@MyClearwater.com [mailto:Robert.Tefft@MyClearwater.com] Sent: Thursday, April 19, 2007 8:16 AM To: terriskapik@woodsconsulting.org Subject: RE: GFB - FLD2005-11106 Terri: As per the D.O. you have two years from the date the "permit" is issued in which to obtain a C.O. (basically to get the dock built). Therefore, since we signed-off on the permit February 28, 2006, you have until February 28, 2008, to have the dock built. There are no mechanisms to extend this date. If the dock was not completed by this date, then you would have to go back through the FLD process. There is one issue with all of this that concerns me. The upland portion of the overall development does not appear as if it will be completed by the time this expiration date comes around. Since the docks were approved as an amenity to the upland portion and not as a stand alone use, I am uncertain as to what would occur if you built the docks to meet the above date and at that time the upland portion of the development was not completed. My thinking is that you would have a nonconforming use/dock as it was only approved to be accessory to attached dwellings. This is likely an issue for the attorneys to discuss. I hope this hasn't added any more confusion. Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: rberttefft@myclearwater.com -----Original Message----- From: Terri Skapik [mailto:terriskapik@woodsconsulting.org] Sent: Wednesday, April 18, 2007 5:25 PM To: Tefft, Robert Subject: GFB - FLD2005-11106 Robert: 4/26/2007 0 • Page 3 of 3 Enclosed is our development order we received for the above referenced project. It is expired. How does this affect this project? Before you answer, please read on.... We still have not received our Army Corps of Engineers permit so we cannot build the docks. The county permit we received is good for 3 years and the state permit is good for 5 years. Once we get the ACOE permit (any day now), it's good for 10 years. If we need an extension from the City (I know it's after the expiration date) but we really can't go back through hearings so what can we do? Thanks, Terri My regards, Terri Skapik Senior Hydrogeologist Woods Consulting 1714 CR 1, Suite 22 Dunedin, FL 34698 Office: 727-786-5747 Fax: 727-786-7479 terriskapik@woodsconsulting.org 4/26/2007 c aih `, 1 3 I ?Y,? T r 1 i T 1 rrrr?r?l LONG RANGE PLANNING DFVFI.OPMFNT REVIFW February 24, 2006 Ms. Terri Skapik Woods Consulting, Inc. 1714 County Road 1, Suite 22 Dunedin, FL 34698 • CITY OF C LEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATFR, FLORIDA 33758-4748 MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVF,NUF, CLEARWATFR, FLORIDA 33756 TFLFPHONE (727) 562-4567 FAx (727) 562-4865 Re: FLD2005-11106-125-143 Island Way Dear Ms. Skapik: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On January 17, 2006, the Community Development Board (CDB) reviewed your Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Section 3-601. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That there are no pending Code Enforcement issues with subject property; 4. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 3- 601.C.3; 5. That the development proposal is consistent with the commercial dock review criteria as per Section 3- 601.C.3; and 6. That the development proposal is consistent with the General Applicability criteria as per Section 3-913.A. Conditions of Approval: 1. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 2. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 3. That prior to the issuance of a building permit, the City's existing 30-inch reinforced concrete pipe storm line shall be relocated and a right-of-way permit shall be obtained; 4. That no portion of the dock shall be located in front of the City or private storm pipe or to a width of five feet on either side of the center line of the pipe; FRANK HIHI3ARD, MAYOR BILL JONSON, VICE-MAYOR JOAN DORAN, COUNCHAWNI IT HOYF HAMILTON, COUNCILMENBER ® CARI.IiN A. Nil I RSEN, C:oUNC:H ^H?MRER "EQUAL EMPLOYMENT AND AFFIRMAIIVIi ACTION EMPLOYER" 0 0 5. That lighting is installed at the ends of the docks to make the docks more visible to both recreational boaters and to slip owners finding their slips at night; 6. That a copy of the SWFWMD and/or FDEP permit, Army Corps of Engineer's permit and proof of permission to use State submerged land, if applicable, be submitted to the Planning Department prior to commencement of construction; 7. That the first building permit be applied for within two years (by January 17, 2008) of Community Development Board approval; and 8. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by January 17, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on January 31, 2006 (14 days from the date of the CDB decision). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail at robert.tefft(a,myclearwater.com. Sincerely, Michael Delk, AlCIII` Planning Director S.•lPlanning DepartmentlCD BIFLFX (FLD)Unactive or Finished Applications Usland Way 125-143 Talavera Docks (HDR) -ApprovedUsland Way 125- 143 - Development Order 02-24-06doc • • CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW January 18, 2006 Mr. Frank Salvo GFB Development 4208 West Corona Street Tampa, FL 33629 Re: FLD2005-07062 and FLD2005-11106 (125-143 Island Way) Dear Mr. Salvo: This letter is being provided to you as the designated agent for the above referenced project. At its meeting of January 17,.2006, the Community Development Board (CDB) approved the Flexible Development request to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to building height from 30 feet to 79 feet (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck), a reduction to the front (west) setback from 25 feet to 21 feet (to building) and 12 feet (to pavement), a reduction to the rear (east) setback from 15 feet to zero feet (to pavement), a reduction to the side (north) setback from ten feet to six feet (to building) and three feet (to pavement), and a reduction to the side (south) setback from ten feet to eight feet (to building/pavement) as part of a Residential Infill Project under the provisions of Section 2-504.17, and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Section 3-1202.G, based upon Findings of Fact and Conclusions of Law, and subject to conditions. Please be advised that prior to the issuance of a Development Order for this project, the following conditions of approval must be addressed: 1. That a completed application for the vacation of the existing ten-foot drainage easement is submitted prior to the issuance of a Development Order; and 2. That the site plan is revised to provide a rear standpipe with four inch diameter supply pipeline for fire protection of marine facilities prior to the issuance of a Development Order. In addition to the above, the Board approved the Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to the aforementioned 27-unit condominium development, under the provisions of Section 3-601, based upon Findings of Fact and Conclusions of Law, and subject to conditions. Among the conditions of approval associated with this Flexible Development request was that no Development Order be issued for these docks prior to the issuance of a Development Order for the upland improvements (FLD2005-07062). FRANK HIBBARD, MAYOR Biu. JoNsoN, Vlci MAYOR JOHN DORAN, COUNCILMENIBER HOYC HAMIIIaON, COUNCIIJ,4FM13I:R CARLF,N A. PFTERSIiN, COUNCILMEM13F.R "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" January 18, 2006 • FLD2005-07062 and FLD2005-1110 125-143 Island Way) Page 2 of 2 Next Step: Submittal of Revised Plans One complete set of plans (collated, folded and stapled) must be revised to address the above conditions of approval and submitted to the Planning Department for review. Once the revised plans have been reviewed for compliance with the above conditions, the Development Order for this project can be issued. Please be advised that the Flexible Development approval is valid for one year; thus expiring on January 17, 2007. Prior to this expiration date, the first building permit must be applied for in order for this proposal to be considered established, and no permits may be applied for until the Development Order has been issued. Should you have any questions, do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562-4539 Fax: (727) 562-4865 E-Mail: robert.tefft@a,myclearwater.com cc: Terri Skapik, Woods Consulting, Inc. (via facsimile) • CITY OF CLEARWATER PLANNING DEPARTMENT ° Clearwater 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAx: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: January 18, 2006 Terri Skapik, Woods Consulting, (727) 786-7479 Robert G. Tefft, Planner III FLS2005-11106 (125-143 Island Way) Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.te fft@myclearwater.com ** ** Visit the Planning Department online at www.mvelearwater.com ** 0 • Jan. 18 2006 08:45AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97867479 Jan.18 08:44AM 01'14 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-FOP-FAX (435-7329). Woods Consulting Environmental Permitting Marine Engineering Hydrogeology Land Planning 1714 County Road 1, Suite 22 Dunedin, FL 34698 December 13, 2005 City of Clearwater Planning Department 100 South Myrtle Clearwater, Florida 33756 Re: Talavera at Island Estates ?q_'b I I 1 0 125 and 143 Island Way Submittal of Flexible Development Application for Dock/Boat Slips Dear Robert: Please find enclosed 15 copies of the revised Flexible Development Application package for the 125 & 143 Island Way property known as Talavera. The comments provided by DRC staff have been incorporated into the plans including fire protection details and relocating the dock walkout to meet the upland pool deck area. It is our understanding that our project will be placed on the January 17, 2006 CDB agenda. Should you require further information, please give me a call. My regards, 1 Terri Skapik Senior Hydrogeologist Woods Consulting, Inc. ORIGINAL RECEIVED DEC 13 2005 PLANNING C VOF CLEARWATER cc: Greg Singleton via fax (813-805-7283) PAGFB Development Multi Use Docks (211-05)\Morse Multi-Use Docks 10 city submittal.wpd Office: (727) 786-5747 Fax: (727) 786-7479 Email:biIlwoods@woodsconsulting.org • a CITY OF CLEARWATER LL PLANNING DEPARTMENT ° Clearwater 100 SOUTH MYRTLE AVENUE ~ CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: December 8, 2005 To: Terri Skapik, Woods Consulting, (727) 786-7479 From: Robert G. Tefft, Planner III Re: FLD2005-11106 - 125-143 Island Way Number of Pages Including Cover Sheet: 2 Comments: I did not notice until a few moments ago that the site plan you have been provided does not show the location of the swimming pool/deck as it has been presented to us in the development application for condominium. Please find attached a partial copy of the site plan that depicts the proposed location of the swimming pool/deck. The revisions that you submit on Thursday, December 13, 2005, should be consistent with this location. ** Please confirm receipt via e-mail at: robert.t& a mvclearwater.com ** ** Visit the Planning Department online at www.mvclearwater.com ** OSED GARAGES 7? 0' 10' 20' 40' SCALE IN FEET PROPOSED EROSION CONTROL (SEE DETAIL SHEET No. 5) RADIUS = 5610.00' ARC = 199.86' CHORD = 199.85' C.B. = S.03°47'49"E. PROPOSED EROSION CONTROL (SEE DETAIL SHEET No. 5) 0 Dec. 08 2005 02:42PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97867479 Dec.08 02:40PM 01'00 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). I 1.45 am Case Numbe LD2005-11106 - 143 SLAND WAY Owner(s): Harley_PEvan 143 Island Way Clearwater, F] 33767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Woods Consulting, Inc. 1714 Cr 1 Dunedin, F134698 TELEPHONE: 727-786-5747, FAX: 727-786-7479, E-MAIL: billwoods@woodsconsulting.org Location: The 0.91 acre subject property is located on the east side of Island Way, approximately 350' north of Windward Passage. Atlas Page: 267B Zoning District: IEOD, Island Estates Neighborhood Overlay District Request: Flexible Development to permit a commercial dock, under the provisions of Section 3-601. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: 727-725-3345, FAX: No Fax, E-MAIL: Djw@gte.net Neighborhood Village On Island Estates Association(s): Clearwater, Fl 33767 240 Windward Passage Unit 803 TELEPHONE: 727-461-3861, FAX: No Fax, E-MAIL: narctom@msn.com Neighborhood Dolphin Cove Condo Association Association(s): Clearwater, F] 33767 255 Dolphin Point TELEPHONE: 727442-7880, FAX: No Fax, E-MAIL: dlphincovel@netzero.com Neighborhood Island Estates Civic Association Association(s): Clearwater, Fl 33767 140 Island Way TELEPHONE: 442-2237, FAX: No Fax, E-MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: City staff- Robert G. Tefft, Neil Thompson, Scott Rice, Lenny Rickart. Applicant/Rep: Bill Woods The DRC reviewed this application with the following comments: J General Engineering: 1 , 1. No Issues. l Environmental: I . No Issues Fire: 1 . MUST MEET NFPA 303 REQUIREMENTS FOR FIRE PROTCTION OF DOCKS. PROVIDE DETAILS PRIOR TO CDB J Harbor Master: 1 . No Issues. J Legal: I , No Issues. Land Resources: No Comments J Landscaping: / I . No Issues. ? Parks and Recreation: I . No issues - removal of 4 docks, replacing with a 10 wet slip multi-use dock. JStormwater: Development Review Agenda - Thursday, December 8, 2005 - Page 25 I . Prior to issuance of a building permit: 1) The existing 30" reinforced concrete pipe City storm line is to be relocated and a right-of-way permit is to be obtained. Contact Don Melone (727.562.4798) in Engineering. 2) No portion of the dock is to be in front of the City or the private storm pipe to a width of 5 foot on either side of the center line of the pipe. / Solid Waste: No Comments Traffic Engineering: I . No Issues. Planning: 1 . That any/all boats moored at the docks be for the exclusive use of the residents and/or guests of the condominiums and not be sub-leased separately from the condominiums; J 2 . It appears that the location of the proposed dock will not correspond to the proposed upland improvements. If the upland improvements need to be modified to accommodate the dock, then that development proposal (FLD2005-07062) may need to be modified a rescheduled for a later CDB meeting. Provide revised drawings that depict how the proposed dock corresponds to the upland improvements. Other: No Comments Notes: This development proposal has been tentatively scheduled for the 1/17/06 CDB agenda. In order to remain on this agenda, submit 15 collated sets of revised plans and application materials addressing all of the above comments by Noon, December 13, 2005. Development Review Agenda - Thursday, December 8, 2005 - Page 26 • LONG RANGE PLANNING DEVELOPMENT REVIEW November 10, 2005 Ms. Terri Skapik Woods Consulting, Inc. 1714 County Road 1, Suite 22 Dunedin, FL 34698 0 C ITY OF C LEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 Re: FLD2005-11106 -143 Island Way - Letter of Completeness Dear Ms. Skapik: The Planning Staff has entered your application into the Department's filing system and assigned the case number FLD2005-11106. 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 8, 2005, 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. Should you have any questions, please do not hesitate to contact me at (727) 5624539 or via email at robert.tefft a,myclearwater.com. Sincerely yours, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR How HAmIUION, COUNCIL AIENIBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILIo1EMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE Ac-nON EMPLOYER • November 10, 2005 CITY OF CLEARWATER PLANNING DEPARTMENT ° earwa er 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 U 1,1111.110 11011, *.0 TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: Terri Skapik, Woods Consulting, (727) 786-7479 • Robert G. Tefft, Planner III FLD2005-11106 - 125/143 Island Way Number of Pages Including Cover Sheet: 2 Comments: ** ** Please confirm receipt via e-mail at: robert.tef(a?myclearwater.coin ** Visit the Planning Department online at www.myclearwater.coni ** 0 0 Nov. 10 2005 02:03PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97867479 Nov.10 02:02PM 00'57 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). 0 0 Wo C rt ul In Environmental Permitting Ma>7ne Engineering Hydriageology Land Planning 1714 County Road 1 Suite 22 Dunedin, Florida 34698 FAX TRANSMISSION M MO DATE November 10, 2005 NO. OF PAGES 5 (Including this page) TO Robert Tefft FAX NUMBER (727) 562-4865 FROM Terri Skapik REGARDING ; FLD2005-11106, 125 and 143 island Way ME AGE Robert: Attached please find the Pinellas County Water and Navigation Control Authority application for the above referenced project. If you have any questions, please call. Regards, Terri Skapik Woods Consulting, Inc. aC?C?D - s,i? J I ? 10 JI 1_EARVVA '1 PAGM Development Multi Ube Docks (211-05)Wlorse Mufti-Use UOdcs 8 fax cover to Robert TOM At Clty.wpd Office: (727) 786-5747 Fax: (727) 786-7479 Email: billwoods@woodsconsulting.org • • LONG RANGE PLANNING DEVELOPMENT REVIEW November 8, 2005 Mr. Bill Woods Woods Consulting, Inc. 1714 County Road 1, Suite 22 Dunedin, FL 34698 CITY OF C LEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 Re: FLD2005-11106 -125 and 143 Island Way - Letter of Incompleteness Dear Mr. Woods: The Planning Staff has entered your application into the Department's filing system and assigned the case number FLD2005-11106. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: 1. An application from Pinellas County Water and Navigation Control Authority needs to be submitted with the application. 2. The provided Attachment "B" is attempting to reference criteria found in Section 3-601.C.3.h; however these criteria are inconsistent with what exists in the code. Please submit a revised Attachment "B" based upon the dimensional standards for commercial docks. Please see the attached criteria. Pursuant to Section 4-202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Noon, Thursday, November 10, 2005. Should you have any questions, please do not hesitate to contact me at (727) 562-4539 or via e-mail at robert.tefft(c?myclearwater.com. Sincerely yours, Robert G. Tefft, Planner III Planning Department City of Clearwater Tel: (727) 562-4539 Fax: (727) 562-4865 BRIAN J. AUNGST, MAYOR FRANK HIBBARD, VICE MAYOR HOYr HAMILTON, COUNCIUMEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PUMRSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • • CITY OF CLEARWATER LL PLANNING DEPARTMENT ° } Clearwater 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: November 8, 2005 To: Bill Woods, Woods Consulting, (727) 786-7479 From: Robert G. Tefft, Planner III Re: FLD2005-11106 - 125/143 Island Way Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.tefft(cni)myclearwater.com ** ** Visit the Planning Department online at www.mvclearwater.com ** • i Nov. 08 2005 05:38PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97867479 Nov.08 05:37PM 01'28 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-', FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). Woods Consu ing Environmental Permitting Marine Engineering Hydrogeology Land Planning 1714 County Road 1, Suite 22 Dunedin, FL 34698 November 2, 2005 City of Clearwater Planning Department 100 South Myrtle ?, A' /t t Clearwater, Florida 33756 nRIGINH L Re: Talavera at Island Estates 125 and 143 Island Way Submittal of Flexible Development Application for Dock/Boat Slips Dear Sir/Madam: Please find enclosed an application for a multi-use dock with 10 boat slips at the proposed Talavera at Island Estates Condominiums. One original and 14 copies of the submittal are enclosed. Please note that original notarized letters of authorized agent forms were provided with the upland application package and copies are provided with the dock/boat slip application package. Should you require further information, please give me a call. My regards, Terri Skapik Senior Hydrogeologist Woods Consulting, Inc. R C E ? VE= D NOV 0 2 2005 PLANNING DEPARTMENT CITY OF CLEARWATER cc: Greg Singleton via fax (813-805-7283) PAGFB Development Multi Use Docks (211-05)\Morse Multi-Use Docks 7city submittai.wpd Office: (727) 786-5747 Fax: (727) 786-7479 Email:billwoods@woodsconsuIting.org • 0 CDB Meeting Date: Case Number: Agenda Item: January 17, 2006 FLD2005-11106 E. 3. Owners: Miriam L. Cebula and Harley P. and Sharon R. Evans Applicant: GFB Development, LLC. Agents: Bill Woods and/or Terry Skapik, Woods Consulting, Inc. Address: 125 - 143 Island Way CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Section 3-601. EXISTING ZONING: High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD). EXISTING LAND USE: Residential High (RH) Category. PROPERTY USE: Current Use: Attached dwellings (14 units). Proposed Use: Attached dwellings (27 units). ADJACENT ZONING / North: High Density Residential (HDR) District / Attached Dwellings. LAND USE: South: High Density Residential (HDR) District / Attached Dwellings. East: Preservation (P) District / Clearwater Harbor. West: Commercial (C) District / Retail Sales and Service. CHARACTER OF THE The immediate vicinity predominantly consists of owner occupied/rented IMMEDIATE VICINITY: attached dwellings with detached dwellings further to the east and nonresidential uses to the west. ANALYSIS: Site Location and Existing Conditions: The 0.91-acre subject property, which is located on the east side of Island Way between Windward Passage and Dory Passage, is zoned High Density Residential (HDR) with an underlying Future Land Use Plan (FLUP) category of Residential High (RH). The subject property is also located within the Island Estates Neighborhood Conservation Overlay District (IENCOD). According to the City's records, the subject property presently consists of two separate developments: a six-unit apartment building with wood dock at 125 Island Way; and an eight-unit apartment building at 143 Island Way with two wood docks. It is noted that these existing improvements are proposed to be demolished and replaced with a 27-unit condominium development with associated parking garage and amenities through a separate Flexible Development application (FLD2005-07062). Community Development Board - January 17, 2006 Case FLD2005-1 1 106 - Page 1 Development Proposal: The development proposal consists of the construction of a 2,193 square foot, ten wet slip commercial dock as an amenity to the proposed 27-unit condominium development on the upland portion of the subject property. Pursuant to Section 3-601.C.2, a multi-use dock is defined as any dock owned in common or used by the residents of a multi-family development, condominium, cooperative apartment, mobile home park or attached zero lot line development. However, pursuant to Section 3.601.C.3, any multi-use dock with a deck area exceeding 500 square feet shall be treated as a commercial dock. As the proposed dock exceeds this threshold (2,193 square feet), the dock is treated as commercial and is subject to the relevant review criteria. Compliance with Standards and Criteria for Commercial Docks (Section 3-601.C.3.a-g): The development proposal has been found to be consistent with the standards and criteria for commercial docks. Specific responses to each of these criteria have been provided by the applicant and are included with the application as "Attachment A". The individual criteria for commercial docks are set forth in the following table. Consistent Inconsistent a. Use and Compatibility: X i) The proposed dock shall be subordinate to and contribute to the comfort, convenience or necessities of the users or the occupants of the principal use of the property; ii) The proposed dock shall be in harmony with the scale and character of adjacent properties and the neighborhood in general; and iii) The proposed dock shall be compatible with dock patterns in the general vicinity. b. Impacts on Existing Water Recreation Activities: The use of the proposed X dock shall not adversely impact the health, safety or well being of persons currently using the adjacent waterways for recreational and/or commercial uses. Furthermore, it shall not hinder or discourage the existing uses of the adjacent waterway by uses including but not limited to non-motorized boats and motorized boats. c. Impacts on Navigation: The existence and use of the proposed dock shall not X have a detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. d. Impacts on Marine Environment: X i) Docks shall be sited to ensure that boat access routes avoid injury to marine grassbeds or other aquatic resources in the surrounding areas; and ii) Docks shall not have an adverse impact upon natural marine habitats, grass flats suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. Community Development Board - January 17, 2006 Case FLD2005-11106 - Page 2 ! • Consistent Inconsistent e. Impacts on Water Quality: X i) All turning basin, access channels, boat mooring areas and any other area associated with a dock shall have adequate circulation and existing water depths to ensure that a minimum of a one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the water body at mean or ordinary low water (495 NGVD datum); and ii) The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement of water quality in the area in which the dock is proposed to be located. f. Impacts on Natural Resources: X i) The dock shall not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest; and ii) The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the City; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries. g. Impacts on Wetlands Habitat/Uplands: The dock shall not have a material X adverse affect upon the uplands surrounding. Compliance with Standards and Criteria (Section 3-601.C.3.h): With regards to setbacks, the dimensional standards criteria set forth in Section 3-601.C.3.h, state that docks shall be located no closer to any property line as extended into the water than the distance equivalent to ten percent of the width of the waterfront property line. The width of the waterfront property line is 200.8 feet; therefore the proposed dock must be set back from the north and south property lines a minimum of 20.08 feet. As proposed, the dock will be set back in excess of this requirement with a distance of 24.6 feet from the north property line, and a distance of 26.2 feet from the south property line. With regards to length, commercial docks shall not extend from the mean high water line or seawall of the subject property more than 75 percent of the width of the subject property as measured along the waterfront property line; thus the length of the dock cannot exceed 150 feet. As proposed, the dock has a length of 72 feet. The same threshold that applies to length also applies to width; therefore the width of the proposed dock cannot exceed 150 feet. The dock has a proposed width of 150 feet; thus compliance with this standard is achieved. The following table depicts the development proposals consistency with the standards and criteria as per Section 3-601.C.3.h: Standard Proposed Consistent Inconsistent Setbacks 10% of the width of the North: 24.6 feet X (Minimum) subject property (20 feet) South: 26.2 feet X Length 75% of the width of the 72 feet X (Maximum) subject property (150 feet) Width 75% of the width of the 150 feet X (Maximum) subject property (150 feet) Community Development Board - January 17, 2006 Case FLD2005-1 1 106 - Page 3 • General Applicability Standards (Section 3-913.A): The following table depicts the development proposals compliance with the General Applicability Standards as set forth in Section 3-913.A: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use X of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of X persons residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent Code Enforcement Analysis: There are no outstanding code enforcement issues associated with this site. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on December 8, 2005. The Planning Department recommends APPROVAL of the Flexible Development request for a 2,193 square foot, ten wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Section 3-601 for the site located at 125 and 143 Island Way, based upon the following Findings of Fact and Conclusions of Law and conditions of approval: Findings of Fact and Conclusions of Law: 1. That the 0.91-acre subject property is located within the High Density Residential (HDR) District and the Residential High (RH) Future Land Use Plan category; 2. That the subject property is located within the Island Estates Neighborhood Conservation Overlay District (IENCOD); 3. That there are no pending Code Enforcement issues with subject property; 4. That the development proposal is consistent with the Standards and Criteria as per Sections 2-501.1 and 3-601.C.3; 5. That the development proposal is consistent with the commercial dock review criteria as per Section 3-601.C.3; and 6. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913.A Conditions of Approval: 1. That no Development Order is issued for these docks prior to the issuance of a Development Order for the upland improvements (FLD2005-07062); 2. That evidence of a filing of Unity of Title with Pinellas County be submitted to and approved by Staff prior to the issuance of any building permits; 3. That boats moored at the docks, lift and/or slips be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 4. That prior to the issuance of a building permit, the City's existing 30-inch reinforced concrete pipe storm line shall be relocated and a right-of-way permit shall be obtained; Community Development Board - January 17, 2006 Case FLD2005-11106 - Page 4 0 E 5. That no portion of the dock shall be located in front of the City or private storm pipe or to a width of five feet on either side of the center line of the pipe; 6. That lighting is installed at the ends of the docks to make the docks more visible to both recreational boaters and to slip owners finding their slips at night; 7. That a copy of the SWFWMD and/or FDEP permit, Army Corps of Engineer's permit and proof of permission to use State submerged land, if applicable, be submitted to the Planning Department prior to commencement of construction; 8. That the first building permit be applied for within two years (by January 17, 2008) of Community Development Board approval; and 9. That the final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Prepared by: Planning Department Staff: , Robert G. Tefft, Planner III ATTACHMENTS: Photographs of Site and Vicinity Location Map Aerial Map Future Land Use Map Zoning Map Existing Surrounding Uses Map Application S:• Planning DepartmentlCD BIFLEX (FLD)IPending casesl Up for the next CDBVsland Way 125-143 Talavera Docks (HDR) 01-17- 06(RT)Ilsland Way 125-143 - StaffReport 01-17-06.doc Community Development Board - January 17, 2006 Case FLD2005-1 1 106 - Page 5 0 Robert G. Tefft 100 South Myrtle Avenue Clearwater, FL 33756 (727) 562-4539 robert.tefftnmyclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida • Planner II City of Clearwater, Clearwater, Florida • Senior Planner City of Delray Beach, Delray Beach, Florida June 2005 to Present May 2005 to June 2005 October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized date and its display in order to track information and provide status reports. Make presentations to various City Boards. • Planner City of Delray Beach, Delray Beach, Florida • March 2001 to October 2003 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in-depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. • Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs/services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board - January 17, 2006 Case FLD2005-1 1 106 - Page 6 Alk .-9 SCALE:NTS MULTI-USE DOCKS Application # PERM17 TO ALL 001 PLACEMENT 01'90A 7 L/FTS jV7111N SL/PS 2 7YRU 9 (OFFICIAL USE ONLY) 1.3 Mile to ICW 1 1 ? r ur - GFB Development Multi-Use k I 1 125 & 143 Island Way 1 r?i Clearwater, FL 33767 t 1 r C?p l r ? WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 COUNTY, ROAD L 34698 1, SUITE 22 LOCATION MAP WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 xELEIiAMNS REFERENCE NCkV-1929 SHEET _1_ Mon, 12 Dec 2005 - 10:35am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL ORIGINAL ?\\?III+?,, RECEIVED ??, \\` 14 DEC 13 2005 4 C0 0 v'`NSF:•.-? = °`" pLANNING DEPARTMENT =)etntn CLEARWATER CITY OF - HO W C111" nN r ., F a •; Q !R lnU REVISION 1: 12-8-05 r\ .1 SCALE:1"=100' MULTI-USE DOCKS Application # PERM/T 70 ALLOWPLACEMENT OF 90,47-Z If 73' W7711N SL/PS 2 TH1'?V 9 (OFFICIAL USE ONLY) r .n, OP V 4 4 k PROJECT ARE A i 11? I? t ?q. K_4 y ryii k i " 45 WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 1025 1714 DOUNTY ROAD L 34698 1, SUITE 22 EXISTING CONDITIONS WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 'EZZ_0A)70NS REFERENCE NOkV-1929 SHEET Z Mon, 12 Dec 2005 - 10:35am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY ENGINEERS SEAL ORIGINAL RECEIVED \\\\`?ilili?,//,/ DEC 13 2005 o 4 . - 11G?6 NgF•• n v •? j _ °gov°o No 5 010 PLANNING DEPARTMENT C N CITY OF CLEARWATER HO N T IF _?CC C\j U. I REVISION 1: 12-8-05 SCALE:1"=60' MULTI-USE DOCKS w Application # PERMIT TO ALL OK' PLACEMENT OF BOAT LIFTS' WI-HIN SL/PS 2 THRU 9 (OFFICIAL USE ONLY) z- NO ADJACENT IN-WATER STRUCTURES ?I I EXISTING 1N-WATER STRUCTURES TWO-STORY O C o' 6-UNIT Q a " 4 jr (0 APARTMENTS o w M M r 0M o ` TWO-STORY Q Q o°, 6-UNIT o w M APARTMENTS i a ? M CARPORT ?d WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 1025 1714 COUNTY ROAD 1, SUITE 22 WATERWAY WIDTH 297' DUNEDIN, FL 34698 EXISTING SITE PLAN WATERFRONT WIDTH 200.8' PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 'EZ1-041/ONS REFERENCE NOkV-1929 SHEET _26 Mon, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 \\t111111?,? • ?•? ? aM-0 h ` ? ti ?.• V V, O'n M m oa 8 c' 2,26 - • x J 1(11n r I • ?." T A E ; : ?- F-?NN =CC • SCALE:1 "=60' MULTI-USE DOCKS PERM/T TO ALL OH/RLACEMENT OF BOAT ZhcT ifNIN SL/PS 2 THRU 9 Application # (OFFICIAL USE ONLY) PROPOSED IN-WATER STRUCTURE W. wI I? O` ®O ®pO OO O' ,o I PROPOSED 7-STORY 27-UNIT CONDOMINIUM h 1 WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 COUNTY N, ROAD L 34698 1, SUITE 22 PROPOSED SITE PLAN WATERWAY WIDTH 297' PH. (727) 786-5747 WATERFRONT WIDTH 20 MHW +1.3 MLW -0.7' .7' FAX (727) 786-7479 *ELEI1AAONS REFERENCE N60-1929 SHEET _M Mon, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg SITE PLAN APPROVED CASE # f1z1A?5 -ram - CASE TYPE IF T-W-- DRC DATE it os o-6 CDB DATE o SIGNATURE DATE rn oe, ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 \\?\\tllll II//? / r ' ° ? i oQminn n ?y• _ ?QQ?77C)Lnad M ,, 4° ?` ?? ` V-OlNN . p? =QCC mot}: T V40 ., p•o` ? U 00 00 \ U SCALE:1 "=30' ULTI-USE DOCKS TApplicationwiv PERMIT TO.4LLOK' PLACEMENT OF BOAT L/FTS i rh'IN SL/PS 1 I?VRV 9 (OFFICIAL USE ONLY) WI Z. 1w -J Z J wI I W a 0, (L a I a 13 U j z' ID LLI PILING SPACING 10.0' MIN, 12.0' MAX Z 'W w W 150.0 IX 18.0 18.0 18.0 18.0 15.0 18.0 w - ' 15.0 15.0 1-11 F O 2 3 O 5 O 7 8 9 10 I f + 36 .0 36 .0 36 .0 36 .0 36 .0 53 .0 53 .0 53 .0 53 .0 3.0 0 3.0 3.0 3.0 8.0 72 .0 18 .0 8.0 ?Ti?ACn?3 27 .7 42" HANDRAIL W 0'+ . MLW 9 2 8.1 11.6 42" HANDRAIL cue?Dnl 8.0 P 19.0 SEE SHEET 10 FOR O CROSS-SECTION A-A' ` O z M p p O CV) ? z M o WOODS CONSULTING GFB DEVELOPMENT DOCKS 171 4 COUNTY ROAD 1 UITE 22 TOTAL SQUARE FEET 2,193 DU N EDIN PROPOSED , 34698 DOCK DIMENSIONS WATERWAY WIDTH 2 97' PH. (727) 786-5747 WATERFRONT WIDTH 20 FAX (727) 786-7479 „ EZZ-VAAONS REFERENCE N6kV-1929 MHW +1.3 MLW .7' -0.7' SHEET _J_ Mon, 12 Dec 2005 - 10:32am PAGFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 \jttlll1/ f 1 \ \\\ SI< // " o •? ?` `,? ?• it r i - i ??t\ = 8n't? -Y* : ??Na 4q a * - 3002 $°m OF, - U) U) ' •?a CC sop 1101t, • 3 - ' t-a ? ?/ ?•N•ei•? ?a\\ u o o c 1 SCALE:1 "=30' MULTI-USE DOCKS Application # PERMIT rO ALLOIY PLACEMENT OF BOAT ZhcT Of/W1N SL/PS 2 Th'RV 9 (OFFICIAL USE ONLY) I a 10 LB -ABC FIRE z EXTINGUISHER J . [xnrwuseq CABINET, 75' O.C. MAX, = NFPA 303 SECTION 4.2.2.1 I n- o ow_ I 0 p 150.0 Z w' w 1-76.1 990/ 1A/IIITH P1F 1A/ATPRIA/AV I IMP -. oo?o?o?o?o?o .CUFGRASS A?, r O10 7 10 -1s.o-J 10LB - ABC FIRE 10LB - ABC FIRE EXTIGUISHER EXTIGUISHER CABINET CABINET ? _ .?,. N p Z CO O O o M? Z co o WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 DUCOUNTY NED N, ROAD L 34698UITE 22 PROPOSED DOCK SETBACKS WATERWAY WIDTH 297' PH. (727) 786-5747 WATERFRONT WIDTH 2nn A' MHW +1.3 MLW -0.7' .7' FAX (727) 786-7479 *eZ f11.4A0NS REFERENCE NOkD-1929 SHEET Mon, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 \4 ginin • Fp[NN •? 9 bF =ACC ./ Ua N V_ U_ c U SCALET'=30' MULTI-USE DOCKS Applicatioon# PERM17 70 4LLOK' PLACEMENT OF BOAT LIFTS MH/N SUPS 2 THRU 9 (OFFICIAL USE ONLY) wl Z. J ?j w O' fY al LU 0 z w I- x w _g. _10. _10. _9.3 _9.1 l _7. _7.8 _7.3 i _5.8 1 _5.8 _5.8 , 4.7 _4.4 _4.6 _28 _20 73 _2.3 _1.5 _1.8 _10.y _1( _9.8 _8. -7.8 -7.1 _6.8 Iw z J I ? w CL O IX l C. 0 w 0 z w x w 9 ,10.99.9 D 9? _8. 5 8.5 _7.7 -6-15 411, 2 4.6 4 VA FWrP , iy 4. 4 .Q 2 -2 - u GE -2.6 -2• ....:-?2 0 MLW -2.4 -2.1 .4.9 _3.8 -2.8 -2.7 _?•8 _4I.1 _3 2 -2(8 -2 6 ?o jw a I-IV WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 ou°NEDN,ROL 34698UITE 22 BENTHIC & BATHYMETRY DATA WATERWAY WIDTH 297' PH. (727) 786-5747 WATERFRONT WIDTH 20 MHW +1.3 MLW -0.7' .7' FAX (727) 786-7479 "ELEl1477ONS REFERENCE N6 kD-1929 SHEET Mon, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 `\\tllt?,?? 01 -0 ooAm { 5 -,no %?L t i ? ?RjNN '.• S? Q'P?t =?'CC i ••. .?' ? 0 o3cw SCALE:NTS TI-USE DOCKS PERMIT TO ALLOiY PLACEMENT OF BOAT L/FTS KITHIN SL/PS 2 Th'RV 9 RECYCLED PLASTIC CAPS ON ALL EXPOSED PILE TIPS, FASTEN WITH S.S. NAILS (TYP.), CAPS SHOULD BE NO MORE THAN 1/4" LARGER THAN TRIMMED PILE DIMENSION. ELEV. = 10.0' MAX. ROPE STOPS 2" X 10" INTERMEDIATE STRINGER MAX. 2.0' O.C. CCA.60 RET. ALL DECKING TO BE TRIMMED TO MATCH PILE DIAMETER, NOT SQARE CUT AROUND PILE ELEVATION = 4.83' COUNTERSINK ALL BOLTS ADJACENT TO BOAT SLIPS. ALL BOLTING TO BE 5/8" HOT DIPPED GALVANIZED MIN, 3/4" STAINLESS STEEL RECOMMENDED CROSS BRACE 2" X 10", CCA.60 RET ONE EACH SIDE IN WATER DEPTH OVER 8'. EITHER 5/4"x6" SAWN BRAZILIAN HARDWOOD, TREX HS24 COMPOSITE DECKING OR EQUIVALENT Application # (OFFICIAL USE ONLY) 2.5" VALVE W/ 2.5 x 1.5 REDUCER & 1.5 CAP AND CHAIN HANDRAIL (WHERE APPLICABLE) STANCHIONS PLACED 5.0' O.C. ±5.17' 2" x s" 2" X 4" 42" 2" X 6" STACHIONS RAILING TO BE FASTENED TO STRINGERS W/ SHORT BOLT, AND FASTENED TO PILE 0 4"PVC SC 80 0 ° WITH LONGER BOLT WHEN AVAILABLE DOUBLE STRINGER 2" X 10" 0 0 #2 S4S CCA .60 RET. 0 0 2" X 10" #2 S4S CCA ° .60 RET. ONE EACH SIDE 0 0 0 0 0 NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. 8' TIP PILING 2.5 C,C,A. RET. SET BUTT DOWN, 8.0' PENETRATION, NOTE: 6.0' AT WALL, AND 10.0' MIN FOR ALL INTERMEDIATE STRINGERS TO BE NON-SUPPORTING PILES LAP JOINTED AT BENTS 2.0' MIN. NOTE:- GALVANIZED FASTENERS AR£ NOT TO BE USED IN WOOD WITH ACO OR AZOLE TREATMENTS USE STAINLESS STEEL ONLY (TYPE 304 OR 316). WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 COUNTY N,ROL 34698 1, SUITE 22 MAIN DOCK DETAILS WATERWAY WIDTH 297' PH. (727) 786-5747 WATERFRONT WIDTH 20 MHW +1.3 MLyy -0..7' 7' FAX (727) 786-7479 *ELEVATTONS REFERENCE NOW-1929 SHEET 6 Mon, 12 Dec 2005 - 10:32am PAGFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 ??tlllll/// si k t W ."•• > • ;o ?f - go`Ccn _ N - 30$? -VF _ rOlNN :? =<CC Ah Adik SCALE:NTS MULTI-USE DOCKS Application # PERM/T TO ALION PLACEMENT OF BOAT LIFTS ` 17-IIN 5Z IRS 2 TNRU 9 (OFFICIAL USE ONLY) 10.0' EITHER 5/4"x6" SAWN HANDRAIL (WHERE APPLICABLE) BRAZILIAN HARDWOOD, STANCHIONS PLACED 5.0' O.C. TREX HS24 COMPOSITE DECKING OR 2" X 6" EQUIVALENT 2" x 4" 42" 2" X 6" STACHIONS ELEVATION = 4.83' COUNTERSINK ALL BOLTS RAILING TO BE FASTENED TO STRINGERS ADJACENT TO BOAT SLIPS. 0 W/ SHORT BOLT, AND FASTENED TO PILE 0 0 WITH LONGER BOLT WHEN AVAILABLE ALL BOLTING TO BE 5/8" HOT DOUBLE STRINGER 2" X 10" DIPPED GALVANIZED MIN, 3/4' c o #2 S4S CCA .60 RET. STAINLESS STEEL RECOMMENDED 2" X 10" #2 S4S CCA CROSS BRACE ° o .60 RET. ONE EACH SIDE 2" X 10", CCA.60 RET 0 0 ONE EACH SIDE IN WATER 0 0 DEPTH OVER 8'. NOTE: 8' TIP PILING 2.5 C.C.A. RET. DECK BOARDS TO BE TRIMMED BOTH SIDES. SET BUTT DOWN, 8.0' PENETRATION, NOTE: 6.0' AT WALL, AND 10,0' MIN FOR ALL INTERMEDIATE STRINGERS TO BE NON-SUPPORTING PILES LAP JOINTED AT BENTS 2.0' MIN. NOTE.' CAL VAN/ZED FASTENERS ARE NOT TO BE USED IN WOOD WITH ACO OR AZOLE TREATMENTS: USE STAINLESS STEEL ONLY (TYPE 304 OR 316). WOODS CONSULTING GFB DEVELOPMENT DOCKS ROAD 1, SUITE 22 1714 COUNTY TOTAL SQUARE FEET 2,193 ' , FL 34698 MAIN ACCESS DETAIL S WATERWAY WIDTH 297 PH. 727 786-5747 WATERFRONT WIDTH 20 MHW +1.3 MLW -0.7' .7' FAX (727) 786-7479 IELEViA770NS REFERENCE NOkD-1929 SHEET __Z_ Mon, 12 Dec 2005 - 10:32am PAGFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED ?? `\ \ \ IVIIIA DEC 13 2005 ' PLANNING DEPARTMENT N • 1 _ go$m CITY OF CLEARWATER ?` ?? ., •„ i ?u-FNf % • V Q U i REVISION 1: 12-8-05 l+w,,. • - SCALE:NTS TI-USE DOCKS PERM/T TO ALL O#'PLACEMENT OF BOAT L1FTS `f WIN SL/PS 2 TXR61 9 RECYCLED PLASTIC CAPS ON ALL EXPOSED PILE TIPS, FASTEN WITH S.S. NAILS (TYP.), CAPS SHOULD BE NO MORE THAN 114" LARGER THAN TRIMMED PILE DIMENSION. 3.0' Applicotion # (OFFICIAL USE ONLY) ROPE STOPS EITHER 5/4"x6" SAWN BRAZILIAN HARDWOOD, TREX HS24 COMPOSITE DECKING OR EQUIVALENT ELEVATION = 4.83' COUNTERSINK ALL BOLTS ADJACENT TO BOAT SLIPS. CROSS BRACE 2" X 10" #2 S4S CCA.60 RET. ONE EACH SIDE IN WATER DEPTH OVER 8'. CENTER BLOCK FOR SUPPORT. 8' TIP PILING 2.5 C.C.A. RET. SET BUTT DOWN, 8.0' PENETRATION, 6.0' AT WALL, AND 10.0' MIN FOR NON-SUPPORTING PILES NOTE: TYPICAL FINGER PIER 2" X 10" STRINGER MAX. 2.3' O.C. CCA.60 RET. DOUBLE STRINGER 2" X 10" #2 S4S CCA.60RET. 2' X 10' #2 S4S CCA .60 RET. ONE EACH SIDE NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. NOTE: ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT BENTS 2.0' MIN. FINGER PIER PILE BENT AT MAIN DOCK INTERSECTION TO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT. INTERMEDIATE PILE BENT TO HAVE SINGLE CAP EACH SIDE OF BENT. OUTBOARD PILE BENT TO HAVE DOUBLE PILE CAP ON MAIN DOCK SIDE, NO CAP ON WATERSIDE. GAL VANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH ACO OR AZOLE TREATMENTS US£ STAINLESS STEEL ONLY (TYPE 304 OR 316). WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2.193 1714 COUNTY, ROAD 34698 1, SUITE 22 FINGER PIER DETAILS WATERWAY WIDTH 297' PH. (727) 786-5747 WATERFRONT WIDTH 200.8' MHW +i.3 MLW -0.7' FAX (727) 786-7479 'ELElIA4 TONS REFERENCE NOW-1929 SHEET 8 Mon, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 ?\1111111j? \ ••••... •.,• ? > ? O Qc? 9? • i N 8,92 6 ?U_ U 0 19 L 1 U_ _ C\W 4 /OIJA\- SCALE:NTS VULTI-USE DOCKS PERM/T TO ALLOiY PLACEMENT OF BOA7Z IrrS WHIN SZIPS 2 THRU R Application # (OFFICIAL USE ONLY) GENERAL DOCK NOTES: 1. ALL DECKING TO BE TRIMMED, BOTH SIDES 2. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING /S INSTALLA77ON METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT 3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10' NOMINAL . AND NOT TO EXCEED 12: 4- 4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS S7E'EL I _ 'l SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MAIE-R/AL U7TLIZED) • • 5 WOOD DECK BOARD SPACING AT 77ME OF INSTALLA77ON NOT TO EXCEED 1/8- • TO ALLOW FOR CURING, COMPOS17F DECK SPACING NOT TO EXCEED 114-. 6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER. • • 7. RASP OR FEA7HER ALL SAWCUTS. SECTION A-A 8. ALL CONS7RUC77ON TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN NA ILING PATTERN SEC770NS 166- 332, 333, & 334) OF 7HE PINELLAS COUNTY WATER AND A IVAWGA77ON CONTROL AUTHORI T LAP JOINTS TY REGULA7701VS MANUAL 9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD NOM J' 7R EA7MENT AS FOLLOWS ARE ACCEPTABLE.- ALKALINE COPPER QUATERNARY (A CO), . COPPER AZOLE AND COPPER BON AZOLE C8. - DC 10. 518 GAL ANIZE FASTENERS ARE NOT TO BE USED N WOOD WITH AZOLE • TREA TMEN7S USE 314" STAINLESS S7FEL FAS7E'NERS ONL Y (TYPE 304 OR 316). • 11. 1OL8 - ABC FIRE EX77NGUISHER CABINET, 75' 0. C. MAX, NFPA 303 SECTION 4.2.2.1 SECTION B-B LAP JOINT PATTERN FOR DOUBLE STRINGERS NAILING PATTERN FOR DOUBLE STRINGER A A B B Ors) INTERMEDIATE STRINGER ELECTRIC CONDUIT WATER LINE DECK SCREW PATTERN ONE SCREW INTO EACH EITHER 5/4"x6" SAWN BRAZILIAN HARDWOOD, TREX HS24 COMPOSITE DECKING OR EQUIVALENT UTItI TY SECTION VIEW (N 7S) (NM) WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 GFB DEVELOPMENT DOCKS STANDARD DETAILS *'ELEVA770NS REFERENCE N6'VO-1929 TOTAL SQUARE FEET 2,193 WATERWAY WIDTH 297' WATERFRONT WIDTH 200.8' MHW +1.3 MLW -0.7' SHEET 1! on, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 \\111111/// \ d ?' ?. ,?'' Q m m n , U) Ln • : `n ? HdNN ?lOF?•?/ ` =aCC U 0 SCALE:1 "=10' MULTI-USE DOCKS Application # PERM/T TO 4ZZ0W PLACEMENT OF BOAT L/F1s' W71-11N MRS 2 THRIJ 9 (OFFICIAL USE ONLY) TOP OF SEAWALL=4.83' ?42" HANDRAIL r-MAIN DOCK WALKOUT 10.0 8.0 10.0 -MAIN DOCKSS I F42" HANDRAIL MAIN DOCK WALKOUT 8.0 36.0 FINGER PIER MAX HEIGHT=10.0' NGVD-29 ELEVATION -2.3' ? . . NGVD-29 JA' NGVD-20 NGVD-20 EAGRASS MINIMUM p T.J. ILING.p NGVD-29 SHEETS 6-8 • ENETRATION SEE -0.3' J NGVD-20 •0.8' NGVD-20 WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 COUNTY ,ROAD FL 34698 1, SUITE 22 CROSS-SECTION A-A' DETAIL WATERWAY WIDTH 297' PH. (727) 786-5747 REFER TO SHEET 3 WATERFRONT WIDTH 20 .7' FAX (727) 786-7479 ,. MHW +1.3 MLW -0.7' ELEIiAAONS REFERENCE NGkV-1929 SHEET __Q Mon, 12 Dec 2005 - 10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg "`"` . ENGINEER'S SEAL ORIGINAL ?\??Ill??,? RECEIVED // \\ DEC 13 2005 :_• ? . ? .: ova Nbi PLANNING DEPARTMENT inn GIN N CITY OF CLEARWATER REVISION 1: 12-8-05 ?''%P. ? ?? 7 I I \ SCALE:NTS MULTI-USE DOCKS w Application # PERMIT TO .4Z10P1 RZACEMENr OF BOAT L1FTS 0MIN SUPS 2 /7 RU 9 (OFFICIAL USE ONLY) ' i 1 I I /? I WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 1714 COUNTY INROAD FL 34698 1, SUITE 22 BOAT LIFT DETAIL WATERWAY WIDTH 297' PH. (727) 786-5747 WATERFRONT WIDTH 20 .7' FAX (727) 786-7479 r MHW +1.3 MLW -0 1-1 E04 )701VS REFERENCE NOkV-1929 SHEET ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 .` wASf4 F• 0 Inn ?.. Q?=77ri ?i4 4-OZNN N S? : a?CC a ? 0 ED SCALE:1 "=50' LTI-USE DOCKS Application # (OFFICIAL USE ONLY) PERMIT TO ALL OW PLACEMENT 01"j90,4 T L1FT,S W17-IIN SL/PS 2 1-HR61 9 4" GALV SC40 THRU SEAWALL, SEE SHEET 14 WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN, FL 34698 PH. (727) 786-5747 FAX (727) 786-7479 GFB DEVELOPMENT DOCKS STANDPIPE SYSTEM 'ELEV417ONS REFERENCE NOkV-1929 TOTAL SQUARE FEET 2,193 WATERWAY WIDTH 297" WATERFRONT WIDTH 200.8' MHW +1.3 MLW -0.7' SHEET 13 Mon, 12 Dec 2005 -10:32am P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER REVISION 1: 12-8-05 _$o -1?J pU) m • ? ? ? 1-O?NN OF .• : U< U T FDV, SEE SHEET 6 SCALE:1 "=50' ULTI-USE DOCKS Application # PERM/T TO ALLOY PLACEMENT OF BOAT L/F75 NIWIN SL/PS 2 Th'RU 9 (OFFICIAL USE ONLY) FIRE L INE NO TES 1. ALL FIRE MAINS TO BE 4"PVC, AWWA. 2. ALL F/RELINES TO BEPRESSURE TESTED TO 300 PSI FOR2 HOURS, FLUSHED BEFORE CONNECTING TO STANDPIPE SYSTEM. 3. PIPING IN GARAGE TO BE 4" GALVANIZED SCHEDULE 40 WITH GALVANIZED FITTINGS AND HANGERS, OR 4"P VC DR 14 IF BARRIED. FIRE LINE HANGERS AND A TTACHMENTS TO BE STAINLESS STEEL AND SHALL BE DESIGNED TO RESTRICT VERTICAL MOVEMENT (UP OR DOWN). 4. ALL PIPE COUPLING TO BE COVERED WITHA CORROSION RESISTANT COATING. (NON-PVC COUPLING). 5 ALL UNDERGROUND PIPE TO BEDR14 300 PSI TESTED, ABOVE GROUNDAND UNDER DOCKS, TO BE SCHEDULE 80 WITH UV RESISTANCE COATING. 6. SYSTEM TO BEINACCORDANCE WITH THE FOLLOWING NFPA STANDARDS, NFPA 303 SECTION 4.2.2.1. 7 TRANSITION PIPING BETWEEN UNDERGROUND AND EXPOSED PIPING TO BE DUCTILE IRON WITH APPROPRIATEFITTINGSAND RESTRAINTS. 8. FIRE LINE CONTROL VAL VES TO BE OS& Y TYPE WITH EPOXY COA TING, 300 lb. WORKING PRESSURE 9 ENTIRE SYSTEM TO BE TESTEDA T300 PSI FOR 2 HOURS. TESTING SHALL BE WITNESSED BY LOCAL FIRE DEPARTMENT PERSONNEL AND A CERTIFICATE OF TESTINGAND FLUSHING FURNISHED. 10. FIRE LINE FOR DOCK PRO TEC TION MUST BE CONNECTED TO THE BUILDING FIRE PUMP 817UAMASAC SEAL SLY/ IO Pw SEME B CONDUIT (WAMt OR ELM) ooa B NAY 9NR/NK APOUT SEC77ON a-e GN£ EZD7US/AY 70 HAW PW SL£EV£ INSTALLED 7N NAY-sww APOUT LINE EXTRUSION THROUGH SEAWALL (N 7S) WOODS CONSULTING GFB DEVELOPMENT DOCKS TOTAL SQUARE FEET 2,193 ' ROAD COUNTY 1714 SUITE 22 STANDPIPE DETAILS WATERWAY WIDTH 297 ' EDN, WATERFRONT WIDTH 200.8 DU L 34698 PH. (727) 786-5747 MHW +1.3 MLW -0.7' FAX (727) 786-7479 +'ELEl1A77ONS REFERENCE NOW-1929 SHEET 14 Mon, 12 Dec 2005 - 3:46pm P:\GFB Development Multi Use Docks (211-05)\CAD\CURRENT MASTER.dwg MUNICIPALITY . ?1ENGIN PER S SEAL ORIGINAL RECEIVED .?" `Nu DEC 13 2005 : '`• ?' •' oQ"m % _ oo6 ? * _ o 10, F, 7 1Jai @.r S -3012` PLANNING DEPARTMENT I 4l. ,? N N • CITY OF CLEARWATER •e `- - •? ` F w •M \ Ln LU REVISION 1: 12-8-05 BENTHIC SURVEY, 125 & 143 Island Way, Clearwater . Prepared for: Frank Salvo Greg Singleton 4208 W. Corona Street Tampa, FL 33629 Submitted by: Woods Consulting, Inc, 1714 County Road 1, Suite 22 Dunedin; FL, 34698 Office: 727.786-5747 Fax: 727.786.7479 Email: billwood?oodsconsultina or June 27, 2005 ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Woods Consultins Environmental Permltting Marne Englneering Hydrogeology Land Planning 1714 County Road 1, Suite 22 June 27, 2005 Dunedin, FL 34698 Frank Salvo Greg Singleton 4208 W. Corona Street Tampa, FL 33629 Re: Benthic Survey Report Dear Mr. Salvo: As required by Pinellas County, the Department of Environmental Protection (DEP) and/or the Southwest Florida Water Management District (SWFWMD), Woods Consulting, Inc. performed a Benthic Survey for the Salvo Island Way site. The Benthic Survey was performed under the guidance of Sherry Bagley, Senior Permitting Specialist on June 24, 2005. A grid was swam to note the occurrence of sea grasses, worm tubules, fish, crabs, oysters, algaes, etc. The survey area exhibits a sand bottom with some overlying silts, Barnacles (Ba/anomorpha) and oysters (Crassotrea v/rg/n/ca) were present along the existing seawall as well as on the existing pilings. An area of sea grass was found on the northern portion of the 125 Island Wa on the attached Benthic Map. The area is approximately 20 feet wide and 28 feet in length and consisted* of sparse (35-65% coverage) to moderate (65.85% coverage) Cuban Shoal grass (Ha/odu/e wrJghth) Interspersed with Star grass (Ha/ophlla engelmannil). Sea Urchins (Strongy/ocentrous) were seen in close proximity to the sea grass bed, no other benthic organisms were observed. If you have any questions, please call. My regards, Sherry Bagley Senior Permitting Specialist Woods Consulting, Inc. PAS91vo Island Way Docks (211.05)kBanthiclt3snthlc raportmpd ORIGINAL RECEIVED DEC 13 2005 PLANNING DEPARTMENT CITY OF CLEARWATER VTTlce; (727) 786.5747 Fax: (727) 786.7479 Emall:billwoods0woodsconsultin9,or 9 SCALE;1"=30' 493 SQ FT OF SPARSE CUBAN SHOAL GRASS INTERSPERSED WITH STAR GRASS --? APPROXIMATE PROJECT LOCATION 143 ISLAND WAY CLEARWATER, FL 33767 08-29-15-43326-000- 0050 IV a N, a a -c PROJECT LOCATION 125 ISLAND WAY CLEARWATER, FL 33767 08-2.9-15-43326-000-0040 APPROXIMATE RIPARIAN LINE WOODS CONSULTING, INC, 1714 OCDUN" SUITE 22 DUN IN n 34bti8 PH.7Z7} 788-6747 fAX ((727)) 700-7470 GFB DEVELOPMENTnQI9,C}?S BENTHIC MAIRECENED DEC 13 2005 WATERWAY WIDTH 297' WATERFRONT WIDTH 200.9_ - PARIAN LINE SHEET I _ PLANNING DEPARTMENT CITY OF CLEARWATER ,rrw?an, moo ?E - _ .nt w^AOI Vitt ?? t-Y YW4L u qO q nTaf 'pmp? nngl O (P} Mid IqC NK ® ~WVm I O >Vi?i ORIGINAL RECEIVED DEC 13 2005 IING DEPARTMENT OF CLEARWATER N o , , ? ..,. 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J '-av?[ii n 'G I X_ ", % C t ` SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST 1 ? I ? I I N I AwCY ix os®: ?moa o?i w rtmY M Aormn Lsc2 a' wvUwf. fti PAawS.%IM ARC - J aca way . - 1N9.IIKL e : orw ? I I I p ,? _1 I z a J Q 1 ?3 I _ I .LOO r TROF`OS'ED TTUW ?? axuxlwN AaTU I d I jl ?I I I? I twaasm E1msa1 I ' 1 ? rosin moss, ate, ,. » `s I L. GARAGES N VnTAS'E(P) PROPOSED GARAGES N en a? a Ta 2a 4a 20 Mn '? Pa0PO5w1 m06wN O ? sYa Y. n 1 Y ' II I : rrArvn Yose YFi 2a 25' ' I RADIUS - 5610.00' . ARC - 199.66• CHORD - 199.65' 31 _ -- CAL - s.OSSr19"E. WATERWAY (P) `NOTE: Pool. ^ wewonos m •... ..' ? : ?:. TRCPoSm ma9aN 291.. (h GENERAL NOTES Ynr. FaLr x Au sYwmore an.x we AvvnmY¢ suem ro ,m YAx?.. ounso unun?t? r ¢ up?nL?TS ?.?, rimY .iut swami wmr ra*LOUnox a xL omt`?`ro in?`inuMw ? TO tLM1?ItlCIidMNO Sx41 ![ laU,fD 6v M CCx,vAC?On rimll r,cu,o ,.N. Yn Yox Arrmsn m?sanw. SaML2 Y10. vfrY, M vl" of N 1[I, SWfMY Au mesa rw?ow?n si ?Aw ,unc wniaL ALL wYOrr 9ILp 'Mlff ![ W?IFIICIQt N ruauv1a .nY M,Y.m,-I --T mane- 9 YYL , sa w ? .os YYY n H WR'N COTE •ra w +u, nm ? ?iama?cmewc? UTILITY NOTE: ONLY Ap6Att YYwx?n®rFY%?vemi wwrc ,awro a unnu OWNER'S ACKNOWL EROSION CONTROL ABBREVIATION LEGEN z z n r r- m m _ K C= F- m m Z SYMBOL LEGEND ___ __ AaY-w-->,,,,.,y- cvAxcur w iYL Ynxwrt wa,>teLr ? ;>? --- n..? -®•- ¦ i1DaM W.LX COIbOR,, ? ?'m?? 1 sm- ??? O FT.L V[YQfK j GlE VKVC u ?I ? Y? yqn gttt uaa ouc ____G-urn-'?-a ?^^T ?MSs - ATw Yaw .r o Y0. GAFF 9Nq THOU a aiAWRIfS T",?.,1°" a. >?h TLIt? ? a 1 CONSTRUCTION PLANS sn r. 0.2 sqw- \\\??1111I1t I? `E R &. STEVENS -l - 3 fyG1 t-,we. Nd.a 33895 ASTER 0 E3 ACACIA ST r??1 m Y Y Rau 0 sav ? a vE w ?g ? BAV ESPWNOE KN P? . wrd. gJ1 P? Sr a< < ?R pO? b5 o N POINT Y S7 s ?? P1'SSAOE b 9 ? ? ? ? P O ara wNOweRO SAGE ALy a? spew CEE S° a `tea OR PROJECT L NKNOL SITE -2 ?Q r IR WATER DR 2 o' BAYSM GEORGIA U .? 71 Location Map Owners: Miriam L. Cebula and Case: FLD2005-11106 Harley P and Sharon R. Evans Site: 125 and 143 Island Way Property Size(Acres): 0.91 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 267B SAPlanning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Island Way 125-143 Talavera Docks (HDR) - 01-17-06(R7)\Maps\1s1and Way 125-143 - Location Map.doc • • . r 1 ? jo$, } ,} d r ? - s P". 1 A r , r n ;? ! t r ? -. a 84 ' r RI !` ? _ M?"''/ 1'F es y j .. • u,a Lei ?? J ' #1 : tr 40 Aerial Map Owners: Miriam L. Cebula and Case: FLD2005-1 1 1 06 Harley P and Sharon R. Evans Site: 125 and 143 Island Way Property Size(Acres): 0.91 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2678 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Island Way 125-143 Talavera Docks (HDR) - 0 1- 1 7-06(RT)\Maps\Wand Way 125-143 - Aerial Map.doc • "... l 4 1"= ' 321 1 1 1 r- ?/ /1 ON 1 1 1" 1 ..?80 , 1 ; 1, 320 c 1 1 1 ' 310 w , _ 1 1 1 R 231 j 4 IL__I > _----' - 229 227 I r---32 t J DORY PSGE 225 223 r It M 22 1 219 1 M j S 217 l ; IL -`? --? W 1 r 215 1 1 213 I? 1--_7 1 D , ti j" i 1 1 1 Q D 211 ------'--- 209 t y L WATE R lr ; I ; 205 1 I 200 j 203 201 t ', IIII 1 L --- ?, i ` R1/r( t t C IN 150 - 1 j 148 1----? i I 1 1 ?' i l ----1 1 1 1 S 1 -1 , 148 ? r---I 1' IJ j 1 I 1-1 t j 1 1 1 144 1 142 J -- I l I 140 1 138 1 1 r--- r I I i , '' I 1 f 38 1 3 i 32 ^'rn 1 o N A L-__--------1 f- 118 -j 119 . ?? ?pp r 1 C I X121 1 I _- V -- - 114 M. __ t .. I I_j 1 I 1, ., , i ---- i 0 --------- -- 1 112 1 I ----------- I I -.li it I ------- I I I--? I ) 105 r---------------1 _ 10 -..??I?r I 1 N V 1 I -1 I I l WINDWARD PSGE H 60 N RH ` U, F VIA E -- Future Land Use Map Miriam L. Cebula and Owners: Case: FLD2005-1 1 1 06 Harley P and Sharon R. Evans Property Site: 125 and 143 Island Way 0.91 Size(Acres): 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2676 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Island Way 125-143 Talavera Docks (HDR) - 01-17-06(RT)\Maps\Is1and Way 125-143 - Future Land Use Map.doc 320'1 ' i 1 0 L---- - r f""J 1= -1 1; 310''.M 1 1 1 ?i 1 1 I ` i I J ' 23 1 1 _ - 229 _a24 "" -I L------ 227 225 I 1 1 ) i 1 223 ? 1 -? .M. 221 219 N 217 m m , I 215 12 L ' 2 -, I i Z 213 ; 211 I D 1 ' ti 7d 1 , ` C-1 1 1 _ --_--1 ----- 209 (A r D r , j t_, t t -- I 1 1 203 f 1 - -l 200 201 tr- 1_I _ f 1 L- 1 1 148 1 t 1 1_1 " 1 I j ' 146 ?-1 t--'I 1 1 ? ? 11 1 14 1 11 ?__ I 1 _ _ - 142 2 1 ' ? I 1 1 - -- 2 1 -t 1 140 1 1 138 1 I j 1 l___J 1 j 1 I 136 1341 1 1 ppNj 1321 I ONA gp' 1----------- .-__- I ------'1 118 119 1 128'1 1121 1 _-I ?, _ I 1 ------ J ?_"-------- 14 M I I ?'----' . t -L t_j I_ 1 r----l 1 0 , - `------ j'13---------- 1 i ' 1112 I I 1? , t I n n I 4 t 7?, ' L j ??1 ) 105 r---------------t - - r-Z- 10 t---? too - ------------ ' - ? 1 ---- __I t WINDWARD PSGE N 60 / l Zoning Map Miriam L. Cebula and Owners: Case: FLD2005-11 106 Harley P and Sharon R. Evans Property Site: 125 and 143 Island Way 0.91 Size(Acres): 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 267B S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\lsland Way 125-143 Talavera Docks (HDR) -01-17-06(RT)\Maps\lsland Way 125-143 - Zoning Map.doc • 321 1 -30 1 i tt??`?RU 320 ; 57 i 1 0 ?-D?well' I, 1 + 2 ' 4M r __ _ . , -- - , , 321 - 1 310 _ 231 58 ch t 1 --_ , , -_ 229 s 2 ?- Ilin , --' 25 59 r GE RY PS L DO 222 -M' 221 217 A}tacif e ; 60 m ?, ?1Q 215 DHiAg t'- a t O 213 I 61 v 29 ! D ----' 211 209 t' i ---'' y 1 1 --? Retail ` 207 62 2 i 205 6 l ; - 4 D Sales & ; 203 ? - -C j 200 , r ; 1 r1P.rV1f.P. 1 201 _ , - 163 27i 1 ; 1, ; 1 150 ;i 1 i` J - I I _ 1 -? 148 1 1 I 4 1 t 64 1 i Place of 148 1 144 1 t_-'I g-- 1f I r j ' ,---- 2 1 It ?_ I s--, - orshi 40 138 ; _ 1 ---' ; 65 t- I 25 F' 1 136 14 i ON N 1321 1 A? ------- I t'--" I r 118 119 -Y I 128 j 11121 6 L -I 4 1? - 114 .M. _ - --- 1?" i = t_? I I I 671 2 \?? ----? 1 0 t19---------- L------ ' 1 1112 ' ' 1 r Attached ,?-- „ . r -----tail I-------'---- ? zz ?l ? Dwellings e 1 /+v/`r J1l / P < .? Sale & I J~ ? ' ' \ 105 r- 1 --------------- 1 I .,10 \ 1 Dw? ---? r'1 HFlvSE 10 o P.1 V CP. ^vA"/ 100 1 1 I Z ?- --_.__..--- Q --_-_-__J 1 70 1_'11 ? 1 \ , 1 ? - WINDWARD PSGE N N / ?7 60 311 / ?? ?_ 'i 1 1 tZ /18 / 5 Existing Surrounding Uses Map Owners: Miriam L. Cebula and Case: FLD2005-11106 Harley P and Sharon R. Evans Site: 125 and 143 Island Way Property 0.91 Size(Acres): 08-29-15-43326-000-0050 PIN: and 08-29-15-43326-000-0040 Atlas Page: 2678 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next CDB\Lsland Way 125-143 Talovero Docks (HDR) - 01-17-06(RT)\Mops\Is1ond Way 125-143 - Existing Uses Map.doc 0 Looking northeast from Island Way toward adjaa property to the north. R ? tt Looking northeast from Island Way toward subject property (143 Island Way). plow Looking east from [slump WaN to?4altl ,ub]L:cl hrolMlt (,125 Island Way). "I Looking northwest from Windward Passage toward subject property. 125-143 Island Way FLD2005-11106 Looking east from Island Way toward subject property (143 Island Way). Looking west from subject property across Island Way. 0 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, January 17, 2006, beginning at 1:00 PM, in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont'd from 12-20-05) Miriam Cebula and Harley & Sharon Evans are requesting Flexible Development approval to permit 27 attached dwelling units in the High Density Residential (HDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with an increase to ht from 30 ft to 79 ft (to roof deck) with an additional 90 inches for perimeter parapets (from roof deck); a reduction to the front (west) setback from 25 ft to 21 ft (to building) and 12 ft (to pavement), a reduction to the rear (east) setback from 15 ft to zero ft (to pavement), a reduction to the side (north) setback from 10 ft to 6 ft (to building) and 3 ft (to pavement), and a reduction to the side (south) setback from 10 ft to 8 ft (to building/pavement) as part of a Residential Infill Project under the provisions of Sec 2-504.17; and a reduction to the widths of the perimeter landscape areas along the sides (north/south) of the property as a Comprehensive Landscape Program under the provisions of Sec 3-1202.G. (Proposed Use: Attached Dwellings) at 125 & 143 Island Way, Island Estates of Clearwater, Lots 4 & 5. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-07062 2. Church of Scientology Flag Svc Org Inc, and Church of Scientology Religious Trust, are requesting Flexible Development approval for a 54,761 sq ft office with accessory basement dining with an increase to building ht from 30 ft to 77 ft (to roof deck); and a reduction to the parking requirement from 240 to 87 parking spaces (inclusive of the existing 76 room hotel and the proposed 54,761 sq ft office) as part of a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-903.C. (Proposed Use: Offices) at 400 & 410 Jones St, 410 N Ft. Harrison Ave, and 221 & 301 N. Osceola Ave, Kingston, T.H. Property, Lots 1- 3 & W'/z VAC Alley Adj on E; Cate's, A.B. & Jennie Sub, Lots 1-7 incl & Vac Alley betw & Bergen's Repl Blk A & Blk B & Vac Alley; Hayden's Estate Revised, Lots 1 & 4 & '/z Vac Alley adj on W; Jones' Sub of Nicholson's, Blk 2, part of Lots 1 & 2, & less RD R/W on NW. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-08085 3. The Family Interest Inc. are requesting Flexible Development approval to permit a Problematic Use within the Commercial (C) District under the provisions of Sec 2-704.L. (Proposed Use: Problematic Use) at 2760 Gulf to Bay Blvd, Sec 17-29-16, M&B 24.01. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-09097 4. Miriam Cebula, and Harley & Sharon Evans are requesting Flexible Development approval for a 2,193 sq ft, 10 wet slip commercial dock as an amenity to a 27-unit condominium development, under the provisions of Sec 3-601. (Proposed Use: Attached dwellings) at 125 & 143 Island Way, Island Estates of Clearwater, Lots 4 & 5. Assigned Planner: Robert G. Tefft, Planner III. FLD2005-11106 ., 0 0 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Planning Director Cynthia E. Goudeau, CMC City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 01 /02/06 Carmen & Michelle Rowland 106 Leeward Island Dr. Clearwater, FL 33767 January 1, 2006 City of Clearwater Planning Department P.O. Box 4748 Clearwater, FL 33758-4748 0 F,- : too Lee,_--1,ard RE: 125 & 143 Island Way Various Height & Setback requests 125 & 143 Island Way 10-wet slip Commercial Dock request To Whom It May Concern: Thank you for your letters received Saturday, December 31, 2005. For the first time ever, we, as property owners would like to voice our opposition to ALL of the various requests outlined in the two letters received. The request for an increase in building height is unwelcome because it will add another high density residential building in close proximity to single family residential properties. This is difficult to approve having so many sets of eyes peering "down" upon your house from across the canal. The fewer the better as privacy is a legitimate concern. We also do not feel we need any additional condo units in the Island Estates area-and feel such a high-rise condominium project would be better suited for the beach area - not an area mixed with single family residential. The commercial dock request causes concerns due to the increase in waterway traffic and its attendant noise security intrusion wake and bottom wash - all of which would be most unwelcome and disruptive. Thank you for giving us the opportunity to be able to have a say-so in such matters. We appreciate your efforts. Sinc, elle & Carmen Rowland 100 and 106 Leeward Island COVE F ,M 4 2006 `. NING & DEVELOPMENT SERVICES ITY OF CLEARWATER 2C?S - l I 258A l0(0 As \%jar) ? 60 9 ° 7 6 s 4 .,1 A 2588 460 _ CITY OF CLEARWATER Ia 51 u`° ?S s4?rl AWD 17C[NRY 2 441 p.4• PBmil.AB COGNTY. FLORIDA -- _??? 1 IIp ,? r0 p ! PREPARED By 82 ato PUBLIC WORKSl14C E ADBEINISTRATION N C _., (?iD0 S 4y11e Ave., Ckawaler, EL 37746 45 63 `- Ph; (°13)562-47s0, roe: (813)525-4755 Io4 hitp: //www.dearwal W-n.c.m1 9'neer/ I ?? N?OA ? Ol?t? ptt,2 4e +; 36 IC R IO 41 1a/t' co 'At `f V It' u 64 41e DNelolmer: N?/' ?? Ott 8 47 jj1 43 Pualle Infamollon data is furnltnM by in* City of Clearwater 35 C !w- W gS 41, Public Works AdmFlstlallun/Englnewing, and must be o_.pted !.(/I `Il'?r >P' /2 end used by Ue "CIPlent with the underst.ndlnq that the logo v a 8 1416 r1 46 Ile llr rerehed was collected for the Purpax of developinq a graphic 34 66 40 InflastmClure i-tary. As wen, the City of Clearwater pWA/E P +J,?' 17 41 mokes no Worr.miss, --Pnseed o, Imp too. canceminq the 33 aF Q 11 49 alt alt bcwrocy. C"Dleteness. rdlablllty, or Pliability of thlt data for any other P-1-1-1 ..a. rullnermere. Ine city of C ear 8 the M j4 y. I i 18'T 40 PWA/E assumes ne Ibbnity ,wnafta- assadatM ,in use the ?q 411 vIJ 50 $ad 4o7 M miwx of Prn dole. ?4, p 2,'7 /C ?Q AQ 4pr 88 QZV' app 42 v s? O 4 of 15 st 10 of Sg this Allat page Is wo e' !o aerlodk enanget. it a/s,0. N 9 psr G-y fp/yt ro D Be For Fre.ma/len .bout lateourst rMstanfilsepleax can PWA/E a, 7? E1 GA V visR Web . '? ~ Ifp S COWDO. 52 ttP ail 7 0.14 d%p e?l 37 N '7`QgCONOO N a ?/ ry tat tp2-11 C, 54 Soo au 36 bN P IyOy ?p0 21 22 21 35 fSf _ I F :!c 1 12/01 WAY 'A5Salt elt ?? 11 10p OpWOO; ?56 34 0 1,00 2,00 400 600 7 9 q 1 a ?y ry AN tot f DOmutf COVE tT G? Q? t 19 110- 57 So apt 33 SCALE: I" = 400' CIO COND20-55 H ?W 9 tqseaaa Sol 32 LEGEND: ?d0 I C' 13 / s is 9 31 Q 1G 13/08 Darr PASSAGE its r9 n y'y' tro 8 , 8 BLOCK NUMBER (fl 9 ?; e15 to ? rn ao O So N $t1D ' ,?` • P , 13101 ua 73 VII 61 29 co 1234 LOT ADDRESS s , 11 b4.p jf') . l.. lp 1 ?P' III It D I 1 7 •?10. 1 t P S rr Ae " 3 62 28 , CITY LIMITS LINE >s>,-,e7r,g?y °p 1111 12?,? '' >!''ti._•-•- V > rof m°? t01 y r--l SHADED AREA -PROPERTY i t 9 "G '1...-...... i 83" 27 (.--J J I 1 I 9 a P 13 OUTSIDE CLEARWATER CITY LIMITS t O '? ` l...J I Ie 1 51 ' 7p s t4 ;%e 4 ST. u BREN 64 26 p 1P CATHOU r[?r 'a0 A AGREEMENT TO ANNEX La Ay?t 'v'; RC -65 25 6 I e' 3 + A a?CHU , ' ,t1 CITY OWNED PROPERTY 4P n ?i 1!i ur ?+ 4D 24 2 ¢° 1.L 1..--• m 66 ,rr rip MDR ZONING DESIGNATION 9 t °o Ta?.pe 4rt?'' Ads 13/051/0 ,u 67 rI Wa 23 ZONE LINE r A 3!' t 1.d gg X22 ?° ;?+ ,4 9 ,? y 13 4 13106 Do rot t NT[PIWf 9 h 'p ? > 14E 7p b a ? ? V 70 69 20 21 4ryy G g ? ,pp ro, 4 wczoNl oep ? \''>1?C ro?,r? eala>o ,?5 ?e t"t NARD B 8 H D R m •:ea o1/s/e1 P m e,er ae/o>/s> 3 °4e 13/07 1:?•? ?? 7 S ! 8 44 17 43 r»•,ae b 4 go 18 i lea nura?on s ~ p °cT I 'Q p < b `b` y CJ 5 a+ a, is fv I p(vPGO n 1 *e ?KORIZON HoI13E ° to of 14 CO-OP 7 REVISED: 9?en OP UIVQ as so a 13 03108199 ZONING ATLAS 276A 2768 NE 1/4 OF SECTION 277A• 8 - 15 S - 15 E 267B FL,D2005-1 1 106 = 30 1233741 ONTARIO INC 51 ISLAND WAY CONDO ASSN INC ABATE, SHELLEY 1614 44TH ST JOSEPH ST 51 ISLAND WAY 240 WINDWARD PSE # 406 TORONTO ON M4Y 2W4 00030- CLEARWATER FL 33767 - 2262 CLEARWATER FL 33767 - 2247 CANADA ABREU, JOAQUIN AFRIAT, NATHALY ALEXIOU, GEORGE N ABREU, SILVIA ARFIAT, GELMIRES ALEXIOU, SUSAN L 320 ISLAND WAY # 503 320 ISLAND WAY # 6-602 240 WINDWARD PSE # 601 CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2179 CLEARWATER FL 33767 - 2248 ALLEN, ADDISON E THE ALLEN, MICHAEL AMORATIS, NICHOLAS ALLEN, EVELYN M THE YOSHIDA, EIKO AMORATIS, JOHN 105 ISLAND WAY # 143 301 ISLAND WAY # E 1060 GOFFLE RD CLEARWATER FL 33767 - 2221 CLEARWATER FL 33767 - 2164 HAWTHORNE NJ 07506 - 2020 ANDERSON, VERA G ANGELIKOUSSIS, EMANUEL ANGELIKOUSSIS, LEON THE ANDERSON, ELIZABETH L ANGELIKOUSSIS, LEON 29 N PINE CIR 200 LEEWARD IS 51 ISLAND WAY # 301 BELLEAIR FL 33756 - 1639 CLEARWATER FL 33767 - 2305 CLEARWATER FL 33767 - 2212 ARIPOLI, DOMINICK J ASNER, LANNY B D PROPERTIES LLC ARIPOLI, EMELENE H ASNER, GWENDOLYN M 1634 ARABIAN LN 105 ISLAND WAY # 123 240 WINDWARD PSE # 903 PALM HARBOR FL 34685 - 3340 CLEARWATER FL 33767 - 2219 CLEARWATER FL 33767 - 2238 BAIOCCO, THOMAS J BAISLEY, JOHN J BAISLEY, JON J 240 WINDWARD PSE # 803 23 CHANNINGVILLE RD 33 MERRYWOOD DR CLEARWATER FL 33767 - 2238 WAPPINGERS NY 12590 - 2305 WAPPINGERS FALLS NY 12590 - 1205 BAKKER, NICOLAAS BARLAMAS, FRANCIS BARR, THOMAS J 105 ISLAND WAY # 147 BARLAMAS, CONSTANCE 9 RUTGERS DR CLEARWATER FL 33767 - 2221 219 ELM RD DELRAN NJ 08075 - 1609 AMBRIDGE PA 15003 - 2133 BARTH, ROGER C BELL, BARBARA L BERARDI, LUCIANO 51 ISLAND WAY # 1102 BELL, GORDON L BERARDI, PHYLLIS CLEARWATER FL 33767 - 2251 121 ISLAND WAY # 3-323 73 CANTON TER CLEARWATER FL 33767 - 2265 WESTWOOD MA 02090 - 2207 BERGER, MICHAEL A BERLE, RONALD F BHASIN, PAUL G BERGER, ANN BERLE, PEGGY A 320 ISLAND WAY # 306 224 LEEWARD ISL 131 LEEWARD IS CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2305 CLEARWATER FL 33767 - 2304 BIBERSTINE, TOM Bill Woods and/or Terry Skapik BINDER, IRENE G THE ONZ, LINDA Woods Consulting, Inc. 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2213 CLEARWATER FL 33767 - 2223 CLEARWATER FL 33767 - 2213 MULVANEY, RONALD E MULVEY, CHARLES F NATSIS, EVANGELOS MULVANEY, LOU A MULVEY, CECILIA F NATSIS, MARIA 113 ISLAND WAY # 245 208 HUNTLEIGH AVE 51 ISLAND WAY # 201 CLEARWATER FL 33767 - 2223 FAYETTEVILLE NY 13066 - 2215 CLEARWATER FL 33767 - 2212 NEWELL, MICHAEL THE NICHOLSON, JAMES L NICOLAS, STRATTON P NEWELL, MARY THE 119 LEEWARD IS NICOLAS, TOULA A 1420 S OAKLAND AVE CLEARWATER FL 33767 - 2304 509 PLAINFIELD RD VILLA PARK IL 60181 - 3439 EDISON NJ 08820 - 2600 OLIVET, JOSEPH J JR OLOFSSON, PER OLOF OLSON, PATRICIA F OLIVET, OLGA M KATTFOTSVAGEN 12 301 ISLAND WAY # 1 121 ISLAND WAY # 332 NORRKOPING 603 66 00006 - CLEARWATER FL 33767 - 2164 CLEARWATER FL 33767 - 2225 SWEDEN OLSON, PAUL T •ORTIZ, AMADO D •OTTILIE, BARBARA L SPINDLER, DANNY L ORTIZ, MARIA 51 ISLAND WAY# 502 4350 13TH LN NE 51 ISLAND WAY # 310 CLEARWATER FL 33767 - 2213 ST PETERSBURG FL 33703 - 5308 CLEARWATER FL 33767 - 2212 OWENS, REGINALD W PALENZA, ROSETTA PALUMBO, BONITA OWENS, KATHLEEN A 494 FARMINGTON AVE 320 ISLAND WAY # 502 140 SIN SALIDA HARTFORD CT 06105 - 3106 CLEARWATER FL 33767 - 2181 SEDONA AZ 86351 - 9250 PAPALAS, LEONIDAS PAPASTEFANOU, STEVE PAPPAS, MICHAEL G PAPALAS, MAUREEN PAPASTEFANOU, EDITH 156 S MAIN ST 3339 150TH ST 258 W SADDLE RIVER RD AKRON OH 44308 - 1336 FLUSHING NY 11354 - 3205 U SADDLE RIV NJ 07458 - 2120 PAREDES, LEANDRO PARHAM, RONALD A PARODI, EVELYN TORRES IRAIDA PARODI JOHN PO BOX 12273 240 WINDWARD PSE # 902 51 ISLAND WAY # 902 SAN JUAN PR 00914 - 0273 CLEARWATER FL 33767 - 2238 CLEARWATER FL 33767 - 2250 PAYNE, CLARENCE P EST PELICAN PORT HMOWNS ASSN INC PESCOSOLIDO, JOSEPH E 3550 DILL RD 301 ISLAND WAY # H PESCOSOLIDO, CHARLOTTE L WATERFORD MI 48329 - 2128 CLEARWATER FL 33767 - 2164 51 ISLAND WAY # 1101 CLEARWATER FL 33767 - 2251 PETERSON, RICHARD J PETRANTONI, ANGELO PETROU, JANECHE HOWARD, FRANCES J CARANNA, CHRISTOPHER 14420 DULCIMER CT 1938 JEFFERSON AVE 51 ISLAND WAY # 903 ORLANDO FL 32837 - 7097 ST PAUL MN 55105 - 1662 CLEARWATER FL 33767 - 2250 PETRUCCI, JOSEPH PFLUMM, HELENE THE PHILLIPS, BARBARA W 51 ISLAND WAY # 102 PFLUMM, ADOLF THE ZUMBAUGH, GARY W CLEARWATER FL 33767 - 2212 51 ISLAND WAY # 1011 234 DOLPHIN PT # 5 CLEARWATER FL 33767 - 2251 CLEARWATER FL 33767 - 2110 PIMENTEL, CHLOE S PITON, JAN POTTS, FREDERICK 1887 NUTHATCH WAY 320 ISLAND WAY # 507 320 ISLAND WAY # 301 PALM HARBOR FL 34683 - 6666 CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2180 PRASSINOS, SAM QUINN, KEVIN J RABON, BRUCE D PRASSINOS, ELAINE QUINN, VIRGINIA A RABON, KATHRYN S 7844 CHURCH ST 105 ISLAND WAY # 121 212 LEEWARD IS MORTON GROVE IL 60053 - 1626 CLEARWATER FL 33767 - 2218 CLEARWATER FL 33767 - 2305 RAFFAELE, ROBERT J REINHARDT, MARY E RICCI, JOHN F RAFFAELE, DEANNA L SHAL, ARNOLD P 240 WINDWARD PSE # 303 320 ISLAND WAY # 211 51 ISLAND WAY # 1100 CLEARWATER FL 33767 - 2257 CLEARWATER FL 33767 - 2180 CLEARWATER FL 33767 - 2251 RICE, JAMES E • RICOTTA, SAMUEL O ROBERTS, JAMES W RICE, JENNIFER R RICOTTA, PATRICIA ANN ROBERTS, DIANE L 109 SADDLE RIDGE LN 121 ISLAND WAY # 324 240 WINDWARD PSG NELLYSFORD VA 22958 - 8008 CLEARWATER FL 33767 - 2224 CLEARWATER FL 33767 - ROBERTS, RONALD P RODRIGUEZ, SERGIO ROWLAND, CARMEN 1 51 ISLAND WAY # 1109 RODRIGUEZ, SANDRA G ROWLAND, MICHELLE M CLEARWATER FL 33767 - 2251 320 ISLAND WAY # 608 100 LEEWARD ISL CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2303 ROY, RAYMOND E ROY, CATHERINE M 7 HANFORD RD STONEHAM MA 02180 - 2128 SADOWSKI, ALFRED SADOWSKI, POULHERIA PO BOX 85 ROXBURY NY 12474 - 0085 SAN FILIPPO, LEE THE 121 ISLAND WAY # 3-325 CLEARWATER FL 33767 - 2265 SCHUMACHER, RONALD E SCHUMACHER, AMY 51 ISLAND WAY # 707 CLEARWATER FL 33767 - 2214 SHAL, ARNIE P 51 ISLAND WAY # 1100 CLEARWATER FL 33767 - 2251 SKENTZOS, JAMES 6 EAGLEWING CT SCARBOROUGH ON MIE 4M1 CANADA RUMSEY, MARY T 3920 PECHIN ST PHILADELPHIA PA 19128 - 3620 SALTARELLI, GARY 39 PARK AVE BLOOMFIELD NJ 07003 - 2609 SANTORO, MARK J THIER, CINDY M SANTORO 1324 HEMPSTEAD TPKE ELMONT NY 11003 - 1127 SCOTT, GORDON SCOTT, MARY M 51 ISLAND WAY # 810 CLEARWATER FL 33767 - 2250 SHULER, GARY L SHULER, CHERYL A 1848 RIDGEBURY DR HILLIARD OH 43026 - 8375 SLETTELAND,JESSE SLETTELAND, NICKELLE 00030- 3827 30TH ST SAN DIEGO CA 92104 - 3609 SMITH, JERRY L TRUST 51 ISLAND WAY # 906 CLEARWATER FL 33767 - 2250 SMITH, LAYNE SMITH, LEYDA 51 ISLAND WAY # 1204 CLEARWATER FL 33767 - 2251 RUSSELL, HAZEL 736 ISLAND WAY # 103 CLEARWATER FL 33767 - 1817 SALTZMAN, STUART 240 WINDWARD PSE # 403 CLEARWATER FL 33767 - 2247 SAPORITO, BRENDON 51 ISLAND WAY # 509 CLEARWATER FL 33767 - 2213 SELLNOW, ROSEMARIE 51 ISLAND WAY # 1205 CLEARWATER FL 33767 - 2251 SIDI, OCTAVE LEON SIDI, CAROLINE D 51 ISLAND WAY # 1103 CLEARWATER FL 33767 - 2251 SMEULERS, JANWILLEM A GUINAN, VERONICA E 240 WINDWARD PSE # 401 CLEARWATER FL 33767 - 2247 SMITH, MARIAN T REVOCABLE TRUS 1611 66TH 1/2 AVE NE MINNEAPOLIS MN 55432 - 4706 SOKOLOVSKY, ZORIK SPANGOLO, JOE SPAULDING, KEITH J KILMAN, LARISA SPANGOLO, SHERI SPAULDING, VALERIE A 1663 GRAY BARK DR 51 ISLAND WAY # 1207 1055 ST ANDREWS CIR OLDSMAR FL 34677 - 2775 CLEARWATER FL 33767 - 2251 GENEVA IL 60134 - 2996 SPINDLER BRIAN C • SPINDLER BRIAN STEFOS, STAVROS 51 ISLAND WAY # 300 51 ISLAND WAY # 1105 STEFOS, SOPHIA CLEARWATER FL 33767 - 2212 CLEARWATER FL 33767 - 2251 P O BOX 2404 TARPON SPRINGS FL 34688 - 2404 STOCK, RICHARD J STOUT, C EDWIN STRICKLIN, KIMBALL R 207 LEEWARD ISL FATH, PATRICIA A STRICKLIN, SUZANNE M CLEARWATER FL 33767 - 2306 240 WINDWARD PSG # 1102 5350 BIBURY RD CLEARWATER FL 33767 - 2259 FAIRFIELD OH 45014 - 3642 STUPANSKY, DOROTHY J SULLIVAN, ANDREA SULLIVAN, ROBERT J 320 ISLAND WAY # 605 51 ISLAND WAY # 411 SULLIVAN, JEANNE CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2213 105 ISLAND WAY # 138 CLEARWATER FL 33767 - 2220 SWANSON, RICHARD L TRUST SZENTAL, MARY TAILLON, FRANK SWANSON, RICHARD L THE 320 ISLAND WAY # 101 TAILLON, JUDY 7499 PEPPER CREEK CLEARWATER FL 33767 - 2180 75 MICA POINT RD WEST BLOOMFIELD MI 48322 - 1071 BARRINGTON NH 03825 - 3303 TANSKE, LOUIS R TARTARONE, VINCENZO TELECKI, GREGORY TANSKE, SHARON R TARTARONE, ANNA TELECKI, CZESLAWA 113 ISLAND WAY # 224 123 ISLAND WAY # 242 320 ISLAND WAY # 401 CLEARWATER FL 33767 - 2222 CLEARWATER FL 33767 - 2217 CLEARWATER FL 33767 - 2181 TETZKE, WILLIAM TODROW, ALEXANDER TRENDSETTER AQ & DEV INC 9215 N PARKSIDE AVE 240 WINDWARD PSE # 101 1480 BELTREES ST STE 5 DES PLAINES IL 60016 - 5131 CLEARWATER FL 33767 - 2246 DUNEDIN FL 34698 - 8302 TRIVEDI, JITENDRA H TROUT, ROGER L TSETSEKAS, HARRIET TRIVEDI, RITA J TSETSEKAS, RIA 13000 STAGE COACH RD 320 ISLAND WAY # 506 BUMPASS VA 23024 - 8831 400 ISLAND WAY #1604 CLEARWATER FL 33767 - 2181 CLEARWATER FL 33767 - 2131 TSOLAKIDES, JORDAN A TSOLAKIDES, KONDYLENIA TURNER, GEORGE F TSOLAKIDES, KONDYLENIA 4617 W 176TH ST TURNER, MADELYNNE D 4617 176TH ST CNTRY CLB HLS IL 60478 - 4534 2020 RAINBOW FARMS DR. CNTRY CLB HLS IL 60478 - 4534 SAFETY HARBOR FL 34695 - 5226 VALSAMIDES, GEORGE VAUGHT, RICHARD M VENTURA, DONNA C VALSAMIDES, GEORGIA VAUGHT, AVIS L 105 ISLAND WAY # 142 4879 WEST BREEZE CIR 51 ISLAND WAY # 1003 CLEARWATER FL 33767 - 2221 PALM HARBOR FL 34683 - 1122 CLEARWATER FL 33767 - 2250 VILLAGE ON ISLAND ESTATES Village on Island Estates VITALE, JOSEPH S COND Tom Baiocci VITALE, PATRICIA A 251 WINDWARD PSG STE F 240 Windward Passage, Unit 803 51 ISLAND WAY # 807 CLEARWATER FL 33767 - 2260 Clearwater, FL 33767 CLEARWATER FL 33767 - 2250 VUILLIOMENET, PAUL R VUILLIOMENET, DIANA L 3718 LOCUST CIR W PROSPECT KY 40059 - 9234 WARNER, JEFFREY S 240 WINDWARD PASSAGE # 901 CLEARWATER FL 33767 - 2238 WEHOFER, ELLEN J THE 100 S WAPELLA AVE MT PROSPECT IL 60056 - 3035 WIERSMA, PETER 51 ISLAND WAY # 1005 CLEARWATER FL 33767 - 2250 WILSON, JASON E WILSON, LENA R 903 GRAND CYPRESS CT CINCINNATI OH 45245 - 3334 YAZBECK, JOSEPH YAZBECK, ELISA T 240 WINDWARD PSE # 801 CLEARWATER FL 33767 - 2238 YOUNG, SEAN 301 ISLAND WAY # F CLEARWATER FL 33767 - 2164 WAGNER, LARRY H 0 WALSER, DEBRA H 240 WINDWARD PSG # 1202 WALSER, ROBERT L CLEARWATER FL 33767 - 2249 240 WINDWARD PSG # 1301 CLEARWATER FL 33767 - 2249 WARREN, GLENN T WARREN, CAROL 240 WINDWARD PSE # 105 CLEARWATER FL 33767 - 2246 WEISS, ARTHUR I WEISS, DIANNE M 118 LEEWARD ISL CLEARWATER FL 33767 - 2303 WILLIAMS, DANNY PO BOX 1213 NORMANDY BCH NJ 08739 - 1213 WOOD, WILLIAM N WOOD, JANET R 320 ISLAND WAY # 107 CLEARWATER FL 33767 YIACHOS, CHRISTOS YIACHOS, FOTINI 51 ISLAND WAY # 501 CLEARWATER FL 33767 WEATHERILT, EILEEN M 51 ISLAND WAY # 309 CLEARWATER FL 33767 - 2212 WEST, JOY G 51 ISLAND WAY # 1007 CLEARWATER FL 33767 - 2250 WILLIARD, JAMES D WILLIARD, BETTY J 105 ISLAND WAY # 141 CLEARWATER FL 33767 - 2220 WOODARD, GARY WOODARD, PATRICIA 121 ISLAND WAY # 334 -2180 CLEARWATER FL 33767 - 2225 YOUNG, DANIEL A JR YOUNG, HELEN T 13 E FOXWOOD DR -2213 MORRIS PLAINS NJ 07950 - 2636 ~o~S 1 110,E 8 SECTION 8, TOWNSHIP 29 SOUTH RANGE 15 EAST I Lor s I I ~ EL a 4 32 I I rt6' I I METpL COyERED CARPORT I I I I u ~ I = 201.04( ~ ~ ~ i ~ - ~r I ~ R.80p m pp~~ I I I ~y V SUN ET N~ 0 I I I I I 0' 15' 30' 60` P~ ~ S E I I I I ~ : A I SCALE IN FEET ~ I ~ ~ r, CATION I _ 9 ~ . n>o~ it I NOTE: ,s ~ CLEARWATE I ARC ¦ .192.89' Q I HORO ~ 192:8tl' I J' I FENCES AND SIGNAGE WILL BE SUBJECT OF SEPARATE PERMITTING. es \ C:B. e: N:03'43'35"W~ R 9 I ID 5f \ I \ I ~ I I NOTE: s A LANDSCAPE AND IRRIGATION PLAN SHALL BE SUBMITTED UNDER SEPARATE COVER. \ Gj s I I I \ ~ 0. ~ I s i 0 1~.- I !G 'A RADIUS = ' 1 I ~ r ~ , ~ ~ eslo.oo SOD NOTE: VICINITY MAP ~ I - ~ , . I ARC = 199.86 ANY AREA SUBJECT TO EROSION SHALL BE STABILIZED BY SOLID SOD. THIS APPLIES TO SWALE y CHORD 199.85 a ~ - F _ _ , I I ~ . C.B. - S.03'47 49 E. AND DITCH EMBANKMENTS. SEED AND MULCH WILL NOT BE ALLOWED IN THOSE AREAS SUBJECT Not To Scale / C L ~ ,ti I Z ,~F TO EROSION. ~ ~ ~ FLOOD ZONE NOTE: 0 I I - A I I ~ o ~ o THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE AE (EL 11) ACCORDING TO FLOOD INSURANCE IE E- - 1,10 30'RCP mP-340 ~ T RWAY (P) A 'f' RATE MAP COMMUNITY-PANEL NUMBER 12103C0102G,INDEX DATED SEPTEMBER 3, 2003. IEE-{-)1.57 I I :'.:0 _ ~ IE W-(-)1.38 I 7 I ACCESS Rl CLEARWATER HARBOR I I q. ~ . I i . . FLOOD ELEVATION NOTE: DESCRIPTION: THE FEMA FLOOD ZONE ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN Q'° I I LB.M. 1 I EL = ~.9 a / I VERTICAL DATUM. GROUND, STRUCTURE, AND FLOOD ELEVATIONS MAY BE COMPARED AND/OR LOT 4, UNIT TWO ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE MAP I I ~ 0;:... REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION FACTOR. TO GET THE OR PLAT THEREOF AS RECORDED IN PLAT BOOK 47, PAGES 19A AND 2D, OF ® I ;F CONVERSION FROM NGVD 29 TO NAVD B8, ADD 0.88 FOOT TO 1HE NAVD 88 ELEVATION. THE THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ~ I <`2: I 0.86 FOOT VALUE IS AN AVERAGE FOR THE EMIRE COUNTY. TOGETHER WI1H; r \ \ DETEN ION BENCH MARK NOTE: LOT 5, UNIT TWO ISLAND ESTATES OF CLEARWATER, ACCORDING TO THE MAP ® 0 REA . I ~ I a. 8 I NOTE: g I J ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 144, ELEVATION = OR PLAT THEREOF AS RECORDED IN PLAT BOOK 47, PAGES 19A AND 20, OF - .-~Y - -S ~ 1 1 I s I ANY RENOVATIONS AND/OR ADDI110NS TO THE EXISTING 12.607, NAl10NAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOP-3,75' I I IE N-{-)s.2o ° I I I DOCK FACILITIES ARE NOT INCLUDED HEREIN AND SHALL BE IE E_ - .as g~ I THE SUBJECT OF A F UR IE S= - 6.21 j I I I UT E PERMIT REQUEST. I ~ I UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN ~ I I I HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. I I ~ I I I I IE=1.47 I I I I I I I ~ NOTE: I I I _ _ _ IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL I I rr - ~ 201.29' ~ z~ - - - ( N.B7'17 43 E.(P) sao'p) BE SOLELY AND COMPLETELY RESPONSIBLE. FOR CONDIITONS OF THE JOB 51TE, INCLUDING GENERAL NOTES: SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF 1HE WORK. THIS 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR I u REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING INTERVAL =ONE FOOT. I satx eouxo~wr got e~+o sties HOURS. THE DUTY OF 1HE OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S I I - -T' PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE COMRACTOR'S 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. I I I SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. CONTRACTOR WILL BE I I THE ISLAhlDER , A CGNDOMIiIUM RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATIAS LIGHTS AND II~AFFIC CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR TO COMPLY WITH SHEETS "AS-BUILT' PLANS AND FIELD INFORMATION. THE CONTRACTOR CPB fl, PG 64 ALL OSHA REGULATIONS REQUIREMENTS AND SAFETY MEETING REQUIREMENTS. SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ` CONSTRUCTION. NOTE: - _ SCALE: 1" = 30' ALL PIPES USED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE NEW REINFORCED CONCRETE PIPE. 4. ALL EXISTTNG UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. DEMOLITION NOTE: 5. THE CONTRACTOR SHALL NOTI ALL AFFECTED UTILITY COMPANIES, ALL REMOVAL OF EXISTING PAVEMENTS, STRUCTURES, UTILITIES,~EfC. IS BY OTHERS AND IS NOT BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING INCLUDED HEREIN. ANY DELETERIOUS MATERIAL WITHIN BUILDING,OR PAVED AREAS SHALL BE CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ROOF ELEVATION= T B ss.51 N.G.V.D. A ULATION OF NOTES CITY OF CLEARWATER CONSTRUCTION NOTES: (90.39 N.A,V.D,) _ REMOVED AS DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. ' ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. AREA -EXISTING AREA PROPOSED (THIS APPLIES TO ALL WORK WITHIN CITY OF CLEARWATER MAINTAINED EXISTING UTILITY NOTE: 6. THIS 51TE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER OF RIGHTS-OF-WAY) USE S.F. Ac. S.F Ac. % OF ONLY SURFACE INDICATIONS. OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN SERVICE AREA. (TOTAL TOTAL HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. 7TH LIVING FLOOR I 1. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX No. 700 (2004 3 UNITS 1. IMPERVIOUS, AREAS 22,968 S.F. 0.53 Ac. 58.17X 28,026 S.F. 0.65 Ac. 71.4396 EDITION). ;2004 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE ) PARKING LOT LIGHTING NOTE: AREA. PARKING LOT LIGHTS SHALL BE PROVIDED BY PROGRESS ENERGY CORPORATION AND SHALL gU 2. ALL RIGHT-OF-WAY INSTALLATIONS WILL COMPLY WITH THE STATE OF A ILDING GROUND 14 352 S.F. 0.33 Ac. I 16 106 S.F. 0.37 Ac. 40.66% fiTH LIVING FLOOR ~ 36.35% , COMPLY WITH CITY OF CLEARWATER REQUIREMENTS. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFlC CONTROL (4 UNITS o~ COVERAGE FLORIDA UTILITIES ACCOMMODATIONS GUIDE. ) DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES -LATEST B. WALKS,STOOPS,DECKING, 8,616 S,F. 0.20 Ac. 21.82% 2,934 S.F. 0.07 Ac. 7.69% DUMPSTER NOTE: EDITION AND F.A.C. 14-110. )EPARTMENT 5TH LIV ~ ETC. 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT ING FLOOR f~ OF TRANSPORTATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND (4 UNITS) II C. PAVEMENT 0 S.F. 0.00 Ac. I~ 0.00% 8,986 S.F. 0.21 Ac. 23.08% THE FLORIDA DEPARTMENT OF TRANSPORTATION'S " 0 CE5" AND DUMPSTER ENCLOSURE SHALL BE OF SIMILAR MATERIAL AND COLOR AS BUILDING. 9. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH R ADWAY AND TRAFFIC ~FFIC UTILITY NOTE: THE "AMERICANS WffH DISABILITIES ACT," THE CITY OF CLEARWATER ~ DESIGN STANDARDS" INDEXES 600 TROUGH 665 (LATEST EDITIONS). 4TH LVING FLOOR = 2. OPEN SPACE 1fi 5 6 REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING ALL ON-SITE UTILITIES, INCLUDING ELECTRIC AND COMMUNICATION LINES, SHALL BE CONSTRUCTION. 4 UNITS 1 S.F. 0.38 Ac. 41.8396 11,458 S.F, 0.26 Ac. 28.5796 ( ) 4. ANY DISTURBED SIDEWALK SHALL BE RECONSTRUCTED WITHIN THREE 3 w O (3) UNDERGROUND. = A. DETENTION AREA WATER 0 S.F. 0.00 Ac. 0.00% 0 S.F. 0.00 Ac. 0% DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE 10. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL 3RD LIVING FLOOR ~ SURFACE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT _ SHALL BE REMOVED TO THE NEAREST EXPANSIO JO ~T NOTE: BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND , ALL UNUSED DRIVEWAY APRONS SHALL BE REMOVED PER CITY OF CLEARWATER REQUIREMENTS. THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. (4 UNITS) z N INT. 9 B. GRASS AND LANDSCAPE 16,516 S.F. 0.38 Ac. 41.83% 11,458 S.F. 0.26 Ac. 28.57% 2ND LIVING FLOOR j AREAS 5. DISTURBED AREA WITHIN PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED ED (4 UNITS) m TO 100% OF MAXIMUM DENSITY AND SODDED. 3. TOTAL 39.484 S.F. 0.91 Ac. 100.0096 39,484 S.F. 0.91 Ac. 100.0096 1ST LIVING FLOOR -BASE FLOOD EL.= 6. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY 4 UNITS SEWER, ETC.) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN AN N AN ( ) FF = 1x.84 10.12 N.G.V.D. EMBANKMENT OF A ROADWAY SHALL BE COMPACTED PER THE FLORIDA (11.00 N.A.V.D.) DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 5 8 )A ZONING COMPLIANCE NOTES: 12..3, 1991 EDITION (OR LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES 1991 PARKING ELEVATION VARIES 1. EXISTING AND PROPOSED ZONING = "HDR" (HIGH DENSITY RESIDENTIAL) COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO iHTO T-99. EL. 6,07-6.84 N,G.V.D. 6.95-7.72 N.A.V.D. 2• EXISTING AND PROPOSED LAND USE PLAN DESIGNATION =RESIDENTIAL HIGH ( ) 7. ALL WORK SHALL COMPLY WITH THE STATE OF FLORIDA TRENCH SAFETY 3. TOTAL SITE AREA = 39,484 S.F., 0.91 Ac. MEASU ES R . ~ETY NOTE: ~ ~ ~ C1~~~1~1AL 4. EXISTING BUILDING GROUND COVERAGE = 14,352 S.F., 0.33 Ac. NO TREES (OTHER THAN PALMS), EXIST ON THIS SITE. 8. ALL MANHOLE AND INLET ACCESS COVERS MUST BE CONSTRUCTED PER .R 9n ~ ~ F. 5. BUILDING GROUND COVERAGE = 16,106 S.F., 0.37 Ac. "SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS", FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS INDEX 201, NOT TO SCALE 6. TOTAL PROPOSED BUILDING FLOOR AREA = 92,274 S.F. LATEST EDITION AND THE CITY OF CLEARWATER i STANDARD TECHNICAL SPECIFICATIONS. 7. MAXIMUM ALLOWABLE DENSITY = 30 U.P.A. 9. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND Gov a 2 ~ao5 tT AND 8. EXISTING NUMBER OF UNITS = 8 UNITS DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO NALK TO 9''~~~ia~~~~~~~'a~ "~'~"~1T~" BE SWEPT DAILY A5 PART OF DAILY CLEAN-UP. 9. PROPOSED NUMBER OF UNITS = 27 UNITS ~ d, "r~:~~ 10. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION ~I~~°~~ ~1%{~~u~Tu~~y CTION 10. PROPOSED DENSITY = 29.7 U.P.A. RELATED DAMAGE, IN THE OPINION OF THE CITY OF CLEARWATER SHALL BE 4LL BE 11. ALLOWABLE IMPERVIOUS SURFACE RATIO = 0.85 REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE CITY OF CLEARWATER. 12. PROPOSED IMPERVIOUS SURFACE RATIO = 0.65 3 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS CMM ~ 13. PROPOSED BUILDING HEIGHT = 79.97' (SEE BUILDING HEIGHT DIAGRAM) 2 8 17 05 CORRECTED BOUNDARY INFORMATION ACL 7bIC 'j? 14. REQUIRED SETBACKS: 1 7 21 05 PER CI1Y OF CLEARWATER REQUIREMENTS CMM FRONT 1 D` - 25' No. DATE REVISIONS DRN. CKD.APP SIDE 0' - 10' REARO'-15' ISLAND WAY CONDOMINIUM 15. REQUIRED PARKING: 1.5 SPACES PER UNff 27 UNITS x 1.5 SPACES PER UNIT = 41 SPACES REQUIRED COVER SHEET 16. PROPOSED PARKING: ,,~,,,,r 54 SPACES : 27 UNITS = 2 SPACES PER UNIT CLEARWATER PINELLAS COUNTY , i a,,. i~+'+, FLORIDA PREPARED FOR: DATE: JUNE 30, 2005 APPROVED ,BY:~~O ~ L Ul~ ,,r~ ; TEMPO TEMPORARY BENCH MARK ~1 MR. FRANK SALVO DES.: T.G. Radcliffe , ~ ~ '~„•,•T;~; ELEVAI . ELEVATION = 5.94 INDEX OF DRAWINGS 2152 14th CIRCLE NORTH DRN.: DNC ; •r ' _ eT orreocoi ior_ n zz~~ z _ _ ' T C VI. I LI LI\VUVI\V, I L VV/ IV I SET NAIL IN EAST SIDE OF POWER POLE SHEET No. DESCRIPTION Phone: (727) 321-8111 „ # 2-28031 LOCATED AT THE NORTHEAST 1. COVER SHEET SCALE: 1 30 S. . AN ITY LCOVERAS Q) CORNE CORNER ENGI EER'S ICENSE,No,'PE 8508 CORNER OF LOT 4 2. EXISTING CONDITIONS PLAN JOB No. 33895 FL SURVN YOR.&- MARPER7-LICENSE No. LS 1762 3.-----------LAYOUT AND EROSION CONTROL PLAN TEMPC ELEVAI I ISLAND WAY CONDOMINIUM- SET N, 6. WATER AND SANITARY SEWER DETAILS TOP C ELEVATION Y==84.32 MARK 2 COMPOPAVINGSANDITE LLOVERAS BAUR & S' ~EVENS~~ SHEET TOP OF DISK IN SEAWALL LOCATED AT 7, SITE CONSTRUCTION SPECIFICATIONS ® ENGINEERS - SURVEYORS - PLANNERS OF THE NORTHEAST CORNER OF LOT 5 Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 THE N 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST ti CLEARWATER ~ ~ ~ ~~o~ ~ ~ 3 U P01 RD I J ~m ~ I U ~ m r I 19 p ASPNAI.T ~ COVERS D.I. D ~ ~ 590 ~ I b _ . GRATE: EL, _ 4;82 I I ~ _ ~ INV. W; = 2. 7 ~ INV. = 1.40 0' 10' _20' 40' c r r 60 SCALE IN FEET a DRUID RO J Lr---~- I ~ D.I. ~ ~ 12 R.C.P. ' ~ I GRATE EL. = 5:55 yEMENT ,INV. E. = 3.22 , _..r- y • U1 ASPHALT PA :.INV. N. = 2.18..., '"""'-T I BELLEAIR ~ rr ~ -,,,,.r..,""""'•"' ~ ~ 's::t1 T.B.M. 2 . # ; T" ~ r;t'.ta°,~~ttt,~,, ..I, - 4.32 ~ Ara r, r::zT~,1 c..,, ~ ~ EL. - CORNER NOT Vicinity M a p ~ ' tl1~11`I'°: r~, vER~~vaSPHnLT 1, ~ ~ C0 _ 22, ILLEGIBLE) rSET OR FND. _ _ - - ~ Not To Scale p ; } c: 13 p ND. DISK , ~ ~ z I , , ~ ~ ~ _ CAP 0.6' E. - - o I , _ SEAWAL ~ I' ~ ~ p 26" - 140.0 ~ fir: ~ - 1 140.00' 4 L -NO # it ' - 11 201.0 CORNER I 1 ~ = p 14 . ~ NORTHEAST j ~ . - i ! - --r - ~ LOT 5 10 PILINGS I ~ DESCRIPTION: GS Lot 4 and Lot 5, UNIT 2 ISLAND ESTATES OF I o. INS-PER'PI1~f o 510 E. ~ . r OF j I SIS OF BEAR N.851 00' P) C. WALK ~ ~m ~ 1 cn BA 04' M) 200. ( , ~ • COIN r,r-- s,o' ; I 30 ' o ~ i r 201. ( w • •71 • _ 4E:g I 1 E. _ _ , _ coNC, ~ n .1 5 : x o 7~ ~ PLANTER ~ i CLEARWATER, as recorded in Plat Book 47, Page 19A of the Public Records of Pinellas County, Florida. 50.0 • : ~ • r,. W WM 1 o,a w ~ m: • ' ~ - WM Pp WM r 1' w ' . ~ ~ Y a z ~ 25.4' I ab. PLANTER r . w ~ Q o ~ ~ wa• ~ a ~ PLANTER P~ANIERS : ~ ca : A/C UNIT 1 I v I TITLE COMMITMENT NOTE: l 'o w o ~nw I ~Q ° o I THIS SURVEY WAS PREPARED WITHOUT v . ~ : ~ ~ . , : • ' ~O STORY M :r, m o 3 ~ ~ ~ r v. c 3 ~ : ~ N BUILDING ; ' o ~ o_ o -J THE BENEFlT OF A TITLE COMMITMENT. ~ ; o w . . 0 1~A50NRY e,a . z ~ ut` 3 RADIUS = 5750.00' ARC = 102.49' CHORD = 102.49' FLOOD ZONE NOTE: ~ .~51GN ~ o a;~ C.B. = S.04°14'12"E• THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE AE I (EL 11) ACCORDING TO FLOOD INSURANCE RATE z 1. ___-u ;.COVERED.,,CON o I ^ ~ ~ j I a. 20.8 0.7• trr-~~_-,_r..- c~ -a TWO STORY N ~ ' ~ I ~3 MAP COMMUNITY-PANEL NUMBER 12103C0102G, In L , ~ _ , .1,,- - ~ ONRY BUILDIN ,o,z- _ ^ . I•."".""` STAIRS I p ~ ~ ov, cv DEC w/ 3 ( j ~ Q WOOD K HIGH RAILING 0 MAS !n ~ o 0 I INDEX DATED SEPTEMBER 3, 2003. I RAILING ~ z • d~ EAST 80 ~ ( \ o. ~ooo~ LINE OF LOT • B. ' FLOOD ZONE ELEVATION NOTE: ~o, o • 1 I® o: ~ .PLANTER" II~IIz A THE F.E.M.A. FLOOD ZONE ELEVATIONS SHOWN HEREON ARE ~ \ • CONC. ' \ .r• • ~ o. m o \ WOOD CATWALK ~ • ~ ...:...".LOT 5 • ~ , BASED UPON THE NORTH AMERICAN VERTICAL DATUM. GROUND, ~ ~ ' • ~ 'COLUMN.' , ~ o . . ,'.r......, CO . ca a, ~ 000 PARCEL L w ~ _ : . ~ ~ ~ ~~...4 ~ 0.4' E.:. tl~{lZ~. :DRAINAGE, , ,'-z~, Iv~~~~ ~3 I STRUCTURE, AND FLOOD ELEVATIONS MAY BE COMPARED AND/OR REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION L, ISTING.1.0.....; b;,wo a w z ~ ~ . 1{ ~ . EX...... ATER • h- w~ ~N o~ ICINGS j _ f 1, ~ ~ OBE :VAC . ~ • ~ I a rPILINGS I FACTOR. TO GEf THE CONVERSION FROM NGVD 29 TO NAVD 88, ~ ~ - o SEMENT T , ~ ~ I TER ; m J U ~ s.. m • EA ; - PLAN 0 RADIUS = 5750.00' ADD 0.88 FOOT TO THE NAVD 88 ELEVATION. THE 0.88 FOOT o. , o ~ COLUMN ~ , . j ~ 3 a 1 ~ .I a~ x o.T , TORAGE AREA ' > z FND. DISK _ - CORNER NOT ARC = 204.85' VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY. SET, OR FND. ~ CHORD = 204.84' ~ I o X0,6 E. OLUMN ; ~ ' • ~ zQ . o, , 5 A C UNITao IN O O Q l II 11 ~ 17 00 27I p 8 6 4 IV , o. I O I 11 ~ T RNER ILLEGIBLE) O. • r ~)N-B i 3 1 • . 29 ! 'WIDE DRAINAGE ~ 4 : :...1 . ~ SOUTH. ( r- co O 140.00' - C.B. = S.03°4742"E. p 5 ts.a ASPHALT TEMPORARY BENCH MARK ~1 ti CB .CONC.. WALL .UTILITY': EASEMENT ~--~WM ® ' • 6! , o.t ER. M -200.00' P ~ a OE LOT _ c~ 00 O ~ ` Q ~ j. VEMENT;. PLAT PLAM 200.92 ( a ~ ~ - TOP EL. = 4.37 PA : I •..pER -N - _ =--tom.- 21" 0. Q O p I ~ ELEVATION = 5.94 w ~ ~ ' h Z ' ~ INV. E. = 3.83 i : ~ 711E , - _ ER ~ Z a:~ o ~ z o Z ~ _ FO.P,, 1 ~ ~ N.8616, 2 - -~GA ~ : ~PIA~. • ~i.. ~ O~ ~ v w I~ r- II N o z I SET NAIL IN EAST SIDE OF POWER POLE w W INV.:. W. 3J3 NO ~ ~ O - GH CONC. WALL II ~ • ` w N 30~~ R.C.. - 1 HI ~ a~.n~ .o ~i ~ ~ ~ 3 w N II D II a a # 2-28031 LOCATED AT THE NORTHEAST CORNER OF LOT 4 > ~ ~ ~ COVEREp t - ¢ S-- PP GA ~ ) Ud G ~ w w ' w' r { p o> ~ O Q•' ~ z a END OF WA L- 2-PP , , ~ t,=.1::1~,~, , o ~ r ;RREA Q o I RW WM ~ .L1 •::T~T..;. ..1 aw M w~ ° a 9 rnopVOm ~o ~ r O 11,0 W, 1.,..,~,{.., t. z _ zu~, ~ TEMPORARY BENCH MARK ~2 ELEVATION = 4.32 r- N. T.B.M. 1 •:c. ~ ~ t~ _ ..o Q TOP OF DISK IN SEAWALL LOCATED AT • c~ In EL. = 5:94 ; t. ~ : r ~ c~ z ~o o ' O ~ ~ E STORY w~g PLP,NTER , N w l or oo WOOD DECK w 3' HIGH RAILING RAILING I THE NORTHEAST CORNER OF LOT 5 - - ! o. ^ ~ ONRY BUILDING _ r 1 ~ N O., t7 ~ : ^..v ~ 30~ 45.6 5,0' zo °o.- ~ o , 11 " 36:3. ~ n d•c0 a•~33.4 9 1,.1 in~30_ ~ ~,a'` ~ j I BENCH MARK NOTE: RADIUS = 5750.00' ~ ES ' M H 0 II r II Z ~ PLA,NTE m ~ w._ ~ N ' w ° ~ ~ j ARC = 102.31' ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH ~ ~ 3 3 SPACES _ PLANTER 5d ' STORY a`~'~ ~ ~ S ~ l - TWD wa Y o LIMITATION CHORD = 102.31` MARK No. 144, ELEVATION = 12.607, NATIONAL GEODETIC C.B. = S.00°12'55"E. VERTICAL DATUM-1929, UNADJUSTED. { ~ it 0-)I ~ o^ r :'I , ONRY BUILDING. ;z<~~ w II j DOCKS ( 0 D_" ~ ~2.' - - ~ MAS ~ w~c~, a mllz ON ~ ' ~ a~ ~ 3' HIGH- a ~ b, 1D ~V~: ~ III°II ~U . _ I uTIUTY NOTE: j ' CON . d~Z ~'NtOM a ME7AL,~'05TS ~ o CONC•.:•.. o a vUi~w' ~ ~ o , 8 ~ 1. , ~ Q'U. ~ ~ N m m o 3 m ! . . ~ • ° 5.a , ~ z °~zm ~ PILINGS ~ ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE II rn II Z V .I o ~ ~¢UU ~ ~ Y . ~ D CONC. i2,n' E STO • ~ ) v a : ~ ~ ~ u, z covERE ON BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE ~ ~ a ° II ~ II o • I o o =~1 MASONRY B ILDING TO LOCATE OR VERIFY UNDERGROUND UTILITIES. ~ ( w z' ` ~ >r ° v o m I , ~ LL ~ b ~ ~ ~ v PLANTER y. ~ ~ ~ ~ z ..:CONC. WA m PLANTER ~ , . ~ ~ I ~ ~ ~ 1- ci ~aUV ~ a I ~ N ~ z NTER 3 SPACES ~ ~ °r I j ~ ; ~ ~ ° w ~ ° PLA ~ ~ ~ z o v 1. ~ a 45.7 ~ 3 ` :~o, ° m V1 ~ ~ o 1 j ~ ~ Z _ 'iib mlL ~ 9 .360' ~ ~ ~a__ ~ .wo, o , I (j ~ o ~ 33.7 _ ~ ~ w.~; 10 o . m r ~ ,r,- -.r..---- CONC. 24' S,t a o; w I ~ j IGH ~ ~ ~ z z z' a ~ ~ 3 H WALL ~ u~ w ~ w `o, • ° ~ ; ~ ~ V CONC. PLANTER 7 -M : 30 v ' ~ ~ COVER~0 ~ air" DRAIN ~ OT~4 AREA ~s.~--.. CORNER \ a TOP EL, = 4.95 SOUTHEAST N PARCEL ' M ~ II OF LOT 4 I \ 15 ,.PLANTER.. • - _oo . 9 A - - - - _ _ _ 140.00' _ _ - - - CORNER NOT SET OR FND. 'HIGH CONC. WALL 201,28 M) 200.00 O ~ 1 ~ -5-- .r-,r~i FND. °X" IN SEAWALL I 22 p ® _ _ - _ _ ~ - - .~9~ ~ ~ 11 CAP 0.6' E. 0.00. _ - - - 2~ 1 s ~ SEAWALL ~ F,P.P. , ._;,ti; , UR t . ;,{),1.1,11 111,1 ~ VEMENT` 1 ~~C: 1..1.1,11.1. t• u ~ NO # ASPHALT PA ~ • 1 . coNG. WALK 0o I CO < ~ ALP ~~IGINAL n y . . CONC.... o-o N z I COVERED CONC. ~ c~ I P.i^1d Ill 1~~5 I' + ~ ~ ~ - , r I FOUR aTORY J 1' Y ILDING BU ~ I ASQNR M B~b~~~~~~`e ~ i s ~ ~ ~..,eBUp O,~Y~ay~ bxrr;r~~ ~ 1 B 17 05 CORRECTED BOUNDARY INFORMATION ACL ' No. DATE REVISIONS DRN. CKD.APP. ABBREVIATION LEGEND ISLAND WAY CONDOMINIUM CB = CATCH BASIN CL or CL = CENTERLINE CO = CLEANOUT CONC. = CONCRETE EXISTING CONDITIONS PLAN,;,, D.I. = DROP INLET DIA. = DIAMETER SURVEY LEGEND CLEARWATER PINELLAS COUNTY ~ ' ' ; • ~ . ~ r, FLORIDA EL. = ELEVATION S.I.R. _ '1 PREPARED FOR: DATE: JUNE 30, 2005 APPROVED~QY?`~ 1~,;. r~~; ES = ELECTRIC SERVICE SET IRON ROD, 5/8 FL. = FLOOR F.I,R. = FOUND IRON ROD, 5/8" MR. FRANK SALVO DES.: T.G. Radcliffe • ~ r ~ ~ N~ er' GA = GUY ANCHOR F.C.M. = FOUND CONCRETE MONUMENT, 4"x4" uo _ uncc ?ioo F.O.P. 1-,,::,:,, . 1x11 INf1FX ~F i1RAWIAI~C 2152.14th CIRCLE NORTH DRN.: RRD A~ 1~ 0100 FND. = ruurvu uru,4 rirt, i// TREE LEGEND INV. = INVERT = FOUND SHEET No. DESCRIPTION v ST PETERSBURG, FL 33713 CKD.: IV = IRRIGATION VALVE #/No• = NUMBER SYMBOL DESCRIPTION 1. -----------COVER SHEET Phone: (727) 321-8111 SCALE: 1 20 S. , , AN " LOVERAS - LP = LAMP POST P.O.B. = POINT OF BEGINNING MH = MANHOLE P.O.C. = POINT OF COMMENCEMENT ® PALM 2.-----------EXISTING CONDITIONS PLAN FL ENGINEER'S LIC~NSt No:. ;PE 8508 JOB No. 33895 FL SURVEYOR -&.MAPPER,;LICENSE No. LS 1762 PP = POWER POLE O.R. = OFFICIAL RECORDS 3. LAYOUT AND EROSION CONTROL PLAN n SHEET 4.-----------COMPOSITE CONSTRUCTION PLAN LLOVERAS BAUR & STEV'EIVS PSP = PHONE SERVICE PEDESTAL P.B. = PLAT BOOK R.C.P. = REINFORCED CONCRETE PIPE (C) = CALCULATED SIZES AS SHOWN 5.-----------PAVING AND DRAINAGE DETAILS RW = RECLAIMED WATER (M) = MEASURED NOTE: ONLY TREES 4" D.B.H. OR LARGER 6. WATER AND SANITARY SEWER DETAILS 2 7.-----------SITE CONSTRUCTION SPECIFICATIONS ENGINEERS - SURVEYORS - PLANNERS OF WM = WATER METER (P) = PLAT HAVE BEEN LOCATED AND SHOWN. Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 7 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST I LOr PROPOSED i ROLL-OUT DUMPSTER T.B.M. ~2 ~ I I STAGING AREA PROPOSED EROSION = s2 ~2 1•.32 I EL, 4. I I CONTROL I ~ SEE .DETAII SHEET No..5 I I t 0' 10' 20' 40' I I I SCALE IN FEET PROPOSED GARAGES zao'(P~ II 3 01.04'(F) ~ ~ I I 2 J Q a I I Q ~ I I '1510 E.(P) . •*r Q I N.85 ~ ~ I I U o U Q I I N o O O O p 3 3 ~ 3 ~ I ~ I ~ I ~ z I I ~ z ~ z GENERAL NOTES; ' N I I ~ N 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR r: x INTERVAL =ONE FOOT, NOTE; . ' I W I x15 CITY. OF CLEARWATER S1GHT 019TANCE; 1 ~ ; .19', I . 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FELD SURVEY. 1RIANGLE.: N0 OBJECtS IN .THE SIGHT::DISTANCE: I I ~ ; i I SP ~ 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS TRIANGLE ;MAY EXCEED;. A HEIGHT OF 30 I ' 20~ ' ° ' 25.: MEASURED,; FROM THE. ADJACENT: EDGE ;OE N- ~ SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR PAVEMENT. (~'P') - ~ SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. . ' ~ EXISTING WOOD EXISTING WOOD DECK I 20 3 ~ _ I 20 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR ~ ' ' ~ I 25 (TYP.) ~ ~ . (TYP.) PoaL TO CONSTRUC110N. RADIUS = 5410.00' ~ ~ a ~ ~ ~ I ~ i I ~ ~ ~ EXISTING WOOD CATW 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, ING WOOD CATWALK BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING ARC = 192.69 . _ ~ I ~ CHORD - 192.68 . C.B. = N.03°43'35"W. I ' CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. ~ ~ 10.. DRAINAGE::EASEMENT ~ I : ' ' 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANffARY SEWER TO BE VACATED Z. RADIUS = I d- ~ RADIUS = 5610.00' SERVICE AREA. " - - ~ ARC = 19! ,o . ARC = 199.86' 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE ; ~ - CHORD = O - c~ - - - - C.B. = S.C CHORD = 199.85' AREA, O ~ oz~,-- C.B. = S.03°47'49"E. z ~ I ~ 44 - _ - - ;Z' Y ~ o _ B. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.D.T. STANDARD INDEXES -LATEST ~ - ~ ~WF Z ~ _ - EDITION AND F.A.C. 14-110• ~ - _ ~ p OQQ ~ ~ LiJ z \ -w • 9. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER Q P ~ I I... 0~,0:~. Z m . Qmo- WATERWAY (P) REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. ~ .J ~ v:: Q . ~ I "I' , I N : EXISTING WOOD EXISTING WOOD DECK 10, AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL ' ~ 19 ~ ~ a a Gl: d BE CONSTRUCTED IN ACCORDANCE WITH F.D•O.T. INDEX No, 304 AND ~ I ~ . I , ~ T.B.M. 1 N:O,:.- ~ . THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, I a I ~ I P NOTE: ' ~ 201 r`:r 20 ANY RENOVATIONS AND/OR ADDITIONS TO . ~ ' . (TYP.) THE EXISTING DOCK FACILITIES ARE NOT INCLUDED HEREIN AND SHALL BE THE i \ \ li I; I ~ C SUBJECT OF A FUTURE PERMIT REQUEST. I ~ ~ ~ DETENTION '.I - ~ ~ ~ ~ AREA. r I TEMPORARY BENCH MARK ~1 ELEVATION = 5.94 I I .i ~ 1 ~ - a- PROPOSE -PROPOSED EROSION SET NAIL IN EAST SIDE OF POWER POLE ' I N I ~ ~ • . • ~ CONTROL CONTROL # 2-28031 LOCATED AT THE NORTHEAST PROPOSED TRASH I ~ I s I I (EE DETAI CORNER OF LOT 4 (SEE DETAIL SHEET No, 5) . :..':.,.I .I COLLECTION AREA I I I I 25 5% TEMPORARY BENCH MARK {~2 I 20' I I is I I ; P ELEVATION = 4.32 (n ~ I I ' 25. TOP OF DISK IN SEAWALL LOCATED AT ~ ; I I I I THE NORTHEAST CORNER OF LOT 5 II I I ~ i I .I I• ~ • I I I . 24 I I I ~o •s++' I I I I n 201.29 F) ( BENCH MARK NOTE: I ~ .8717 43 E.(P) I N zoo'(P) ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No, 144, ELEVATION = 12.607, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. OSED GARAGES PROP I UTILITY NOTE: . I ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON, NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. OWNER'S ACKNOWLEDGEMENT OF EROSION CONTROL REQUIREMENTS By. Mr. Frank Salvo ABBREVIATION LEGEND BB = BOTTOM OF BANK v B.F.P. = BACK FLOW PREVENTER CB = CATCH BASIN CL or ~ = CENTERLINE CO = CLEANOUT CONC. = CONCRETE C.M.P. = CORRUGATED METAL PIPE Ii °rl li~ ~ ~ (-7 I i ":7 { ~.a ~ .f ~~:J I i1 ~(rt:.:;~ ~ D.I. = DROP INLET DIA. = DIAMETER D.I.P. = DUCTILE IRON PIPE 3 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS _ CMM ~ EL. = ELEVATION 2 8 17 05 CORRECTED BOUNDARY INFORMATION ACL ~ 1 7 21 05 PER CITY OF CLEARWATER REQUIREMENTS RRD ES = ELECTRIC SERVICE No. DATE REVISIONS ,P :~°~,-~~~a~ORN.CKD.APP. FL. = FLOOR FH =FIRE HYDRANT GENERAL LEGEND GA = GUY ANCHOR GV GATE VALVE EXISTING DENOTES PROPOSED INV. - INVERT ISLAND WAY COND'OM~NIUM'~~~° IV = IRRIGATION VALVE SYMBOL LEGEND Right-of-Way or Property Line ~ ~ JB = JUNCTION BOX 3gx1 3g1 LTP = LIGHT POLE ® CLEANOUT OR x Spot Elevation LAYOUT AND EROSION CONTROL PLAN MB MAILBOX CONCRETE _ X24" is- za--'-~ CLEARWATER PINELLAS COUNTY ,~''`,~~;~I,+~+q','i~,, FLORIDA M.E.S. - MITERED END SECTION Contour 25 MH = MANHOL ® DROP INLET ~ / ~ PREPARED FOR: DATE: JUNE 30, 2005 APPROVED.BY;', • • 'L ~ • • ~'G p•'. E n FIRE HYDRANT ASSEMBLY - - - - MTP = METER POLE _ _ ~ Pavement O.F.S. = OVERFLOW STRUCTURE ® FLORIDA POWER CORPORATION CURB o.i. MR. FRANK SALVO DES,: T,G• Radcliffe ~ ~'0 OAF • PB = POWER BOX TRANSFORMER PAD - -4De- -f~%~- Storm Drainage ~~~3f1~ 2152 14th CIRCLE NORTH DRN.: DNC\•' • :1 1,~. Q ~ r • PP = POWER POLE 0 G.T.E. PEDESTAL ° e c.a~ D•i J•9. -.4?" - ST. PETERSBURG, FL 33713 CKD.: PP/LT = POWER POLE w/ LIGHT % GATE VALVE LATERAL LATERAL 'L - - Sanitary Gravity Main PSB = PHONE SERVICE BOX M.H., -4Se a ry y Phone: (727) 321-8111 INDEX OF DRAWINGS SCALE: 1° = 20' S. AN LLOVERAS: ~L _ HANDICAP $ wrE _ ~ M H. C.0• PSP PHONE SERVICE PEDESTAL Water Main SHEET No. DESCRIPTION FL ENGINEER'S LIC~rJSL No.PEC8508 R.C.P. = REINFORCED CONCRETE PIPE ® JUNCTION BOX - - - -We- --DO- - - W RW - . _ RECLAIMED WATER & LIGHT POLE .H. "-G,V, F JOB No. 33895 FL SURV&PR &c MAPPBR,0kEFISE No. LS 1762 1.----------- COVER SHEET .v. TB = TOP OF BANK 0 SANITARY MANHOLE - - -4FMe- - Force Main -FM°' 2. EXISTING CONDITIONS PLAN SHEET 3.----------- LAYOUT AND EROSION CONTROL PLAN LLOVE RAS BAU R & ST vEN S' 3 UG = UNDERGROUND 0 POWER POLE <S/De-------- 4.-----------COMPOSITE CONSTRUCTION PLAN V•C.P• = VEfRIFIED CLAY PIPE Sub-Drain - - •t-S~D- - - WM = WATER METER ® WATER METER 5.-----------PAVING AND DRAINAGE DETAILS ENGINEERS - SURVEYORS - PLANNERS OF 6.-----------WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 ALB 0000208 Fax: (727) 784-8153 ® WELL Water Meter 7.-----------SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST I I r DETENTION AREA DRAINAGE ANALYSIS 1~ T Data: 1 V. 1. Total Site Area =0.91 Acres / ~ --s---,., 2. Total Drainage Area = 0.91 Acres ~ I ~ a 3. Proposed Stage Storage Data: N \1 I I LOT 6 EI. = 2.50 = 1008 S.F. EI. = 5.00 = 1008 S.F. ~`C PROPOSED 5 I CONCRETE -SIDEWALK n 0' 10' 20' 40' Analysis; ~ PROPOSED 2" The detention system is designed to provide water quality treatment for the first 3/4" SCALE IN FEET of run-off from the contributing drainage area. SAW GUT: AND :MATCH yy T T.a.M. #2 I I A ER METER / ~ EL• _ 4.3z I EXISTING`::SIDEWALK _.~---____i I iI Attenuation is not required since the site has a direct outfall to The Gulf of Mexico. I ~ 4 . `P.~OPOSED 10 I 20' TRANSI ION FROM Sr I -n- J.B. No. 2 D.I'; No: 3 T: I DRAT AG1< AND 30 R.C.P. INSTALLED INSTALLED Water Qualit I - - ~ :WIDE CONCRETE I RIM EL. - 5.50 GRATE EL. - 5,92 I UTILITI~ SEMENT THROUGH SEAWALL AT SEAWALL AT Y" I SIDEWALK TO 4 WIDE: 30 R. INV. E. - 3.04 INV. S. 2.01 INV, = 1.64 I I INV. E. = 2.01 t85. LF L .64 0.91 Ac x 43,560 S.F. / Ac / 12" / Ft. x 3/4" = 2,478 C.F. Storage required I CONCRETE SIDEWALK %::GR F ~Ee GROUT & SEAL TO { 7 { Q.20 201,04 ~ 5 Q SEAL TO (25.20 C.F. Storage provided) .I I I ~ ~ _ n . • ~ 6" VE I I PREVENT INFILTRATION: I I - 1510 E. P 2Fp ~ RT CAL INFILTRATION. SAW:. CUT AND I I i N.85 ~ . - :.:T• CURB: I Resultant water level = 5.OD PATCH EXISTLNG I P ;,,ter ~ a . I ~ . . Bleed down is accomplished through a filtration subdrain. ASPHALT..AND CURB I ~ ~~.E CFA. I a 6 e ~ i I°.. { 1 CONNECT: TO EXISTING Y2 I 11 ~ s • f' ° °o I I •63 .si .l; GRATE EL - :5.92 0 CITY OF: CLEARWATER WATER II 11 .INV,<W 2;84 ° ~ MAIN W/ 12 x12 x6 ':WET . ~ INV S: 2:84 j .:Q. :PROPO~EU' I TAP WITH; ADJUSTABLE ~ ~ • . ~ : NOTE: I b,IKE~RACK ~ .ul• 16 : bOUBLE CHECK : bEVICE ~ I I ~ o~ ' WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE I •.'~I, • SPA rr I {SEE: DETAIL :SHEET No: 6: ~ I. I ' PROPOSED NO II.. N - INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-24t. • . : I; PARKING FIRE PROPOSED :FIRE I \ ~ •e'' DEPARTMENT HYDRANT `ASSEMBLY ~ I 1 ~ I~.' ' PROPOSED 20. wooD DECK )ECK I :I CONNECTION SIGN ; bRAINAGE ANDI 1 A ~ ~~ro'• PQOL F F I A ~0 I UTILITY EASEMENT •R 1. 1' ROOF DRAIN NOTE: NOTE,: ` , ~ s I I,, : . : L : :.S . rr. •I•. ~ , ~ ~ ~ ALL ROOF DRAINAGE SHALL BE COLLECTED VIA ROOF DRAINS, GUTTERS 15x15. CITY. OF CLEARWATER SIGHT \ - . I ; I I ' n I,. . - ~ ~ . ' WODD CATWALK -K AND/OR DOWNSPOUTS, AND SHALL BE DIRECTED TO DRAINAGE PIPING 4J / ~ 1:53% G R` DIST NCE TRIA GL J A N E. NO OB ECTS IN THE C' SIGHT DISTANCE .TRIANGLE MAY:EXGEED A I \ RADIUS.'= .5410:00. - s~~ • Be::,;:. SYSTEM. REFER TO ARCHITECTURAL PLANS FOR DETAILS. HEIGHT OF 30" MEASURED FROM :THE ~ I ~ .Q ARC - :192,69. Id ~g5 . i , / DJ IJ A ACE T.EDG~:.OF PAVEM N E T. ~ - i CHORD 192:68. y . ..Q., . ~I b' r r I. - I. , u' a E / XISTING - s 30 R.C. . 'A P I C:B. N.03 4~ 35 IN' s.. ~'6' TO B E REMOVED. . . I" R.C.P. OVED. :'o y m I : z.' . , Q = 5610.00` DETENTION AREA NOTE; .N ~ :~~1'... O :LF: - 18 R.C. . ~ RADIUS 5610.0 I EXISTING CB a' 7 _ r GR ARC - 199.86 199.56 THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL I Q I 28% I TOP EL = 4.37 ' ~ 'Q. j., . - WK r '4c55 - V' _ CHOR D 199.85 - I INV. E. 3.83 = 199.55 FOLLOW NGALRAINSTH SD AREA WILDL HOLDUWAIOER FOR IAEPERIOD OF 11: ~ 1 o r I I INV. W. = 3.73 - 4..F " e ~7 = ~~n 3o f C,B. S.03 47 4. ~ : r p 5.03°47`49"E. TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT PROPOSED FIRE ~ ~ ~ . ' . ~ f.. RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. DEPARTMENT 1~'> ~ a' :o Q?: ~ . MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERTY ~ - ~~f ~ D.I. No ~ CONNECTION - ;P; _ ~ R.C D.I. NO. ~ OWNER. I _ - - - - - - - - `o '~;;:;r ~ ~'GR GRATE EL. 1 0:28%:,. \ I- - _ ~ ~ ~ ~ INV. N, _ GRATE EL. = 5.92 INV. N. = 2.63 .~l , I ~ ~ . INV. E. _ INV. E. = 2.63 EL. 5.94 I ~ EN AREA - ~ ~ ` 6~T DET TION . ° PROPOSED 5 - , ( - ~ ~ CONCRETE :SIDEWALK NOTE: GENERAL NOTES; 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR 0o I I :I'..: ANY RENOVATIONS AND/OR ADDITIONS TO THE EXISTING DOCK INTERVAL =ONE FOOT. FACILITIES ARE NOT INCLUDED HEREIN AND SHALL BE THE SAW CUT AND MATCH ` I .{:~I~•~ a*..~'.d ! a.::: I - hl EXISTING SIDEWALK ~ ..I,•~.~,,~.,~~:., PROPOSED CLEAN OL SUBJECT OF A FUTURE PERMIT REQUEST. . SAW CUT AND:. I, o'. I :D:.CLEAN=OUT: 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FELD SURVEY. INV 018. PATCH EXISTING ( \ ~ I•~ , ; )0 1`$. 3. ALL EXISTING UTILffY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS ASPHALT° ANb CURB • - I tiw . i I I ~ ~ a a SHEETS "AS-BUILT' PLANS AND FIELD INFORMATION. THE CONTRACTOR I I II \ \ :.o. ~ I• i I I { I , 46 LF FILTRATION SUBI SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ORATION SUBDRAIN CONSTRUCTION. II _ \ 5 EXISTING MH I I I 'o I \ \ ~ (SEE SHEET No. 5 FOF T No. 5 FOR DETAILS) RIM EC; ;:4;75 ~ I I I J.B. No 1 I:, ~ ;T:;;.: ~ I I INV~ N, - -5:00 I- - \ - . 5 , 4, a ' 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR { RIM: EL: :62 • I'. 13 LF 24 R.C.P. INV 5: (5:o0a I I - ':5 ~ I ; : ~'PROP05ED~~ ` 24" R.C.P. TO CONSTRUCTION. INV: W: '3:43 =:1 ;i ~•.I, { ®0.20 GR PROPOSED - I ~Blk£"RACK ~ • I I INV. N, - 3,43 .I „ GR 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, INV:' E _ '0.73 .>a~• q{ I I 24 R.C.P. INST I I I :o R.C.P. INSTALLED 80TH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING OUTSIDE : bROP ; . ~ D Q THROUGH SEAWI v I SOUGH SEAWALL AT CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. UNIT: REQUIRED) I I> I~~~ INV. _ - 0.34 I I I I .io .fl.:.,~. ~ ) _ (-)0.34 S GROUT & SEAL I I ~ a ~ , . I': . i I I) ~ Q: , . <I ' \ PREVENT INFILTF )UT & SEAL TO 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER VENT INFILTRATION. SERVICE AREA. { i I. ~ I I ' s o OVERFLOW I , ~:a _ 5' PLUG • A rr -~W 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE ® F L I I " • FA 6 VERTICAL CURB ~ - o _ - - STRUCTURE I I I 8.. ~ 5 INV. - 1.42 - PURE AREA. i,Og R.~ i _ 3 { G : ,C ~ S GRATE EL. - 5.00 R - , = 5.00 B. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL I I _ - - - - 201.29 (F) \ INV, W. _ - 0.32 F I - fV I , ~ n S (-)0.32 (FILTRATION SAD) DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES -LATEST I I - N.8717 43 E.(P) „ INV, E. _ - 0.32 i ~ 8 P.V,C. 24 LF 6 \ ~ ) 70: LF P.V.C. LATERAL -)0.32 EDITION AND F.A.C. 14-110. I ,®::0.40% GR ®1.04 MINIMUM GRADE \ PROPOSED: "CLEAN=OUT N-011T 9. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH II PROPOSED FIRE I THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER I M.H. No. 1 I a HYDRANT::ASSEMBLY I ~ REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING ~ I RIM EL. = 5.00 I I M.H. No. 2 CONSTRUCTION. I ~ I _ MITERED ~ I INV. E. - 1.22 I I RIM EL, = 5.50 10. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL ~I I INV. w. = 1. END .SECTION I 12 _ I / INV. w. - 1.50 BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND ~ INV. N. = 1.67 INV. EL. = 2.50 v ~ THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. ` ~ I ®DENOTES 200 P.S.I. FIRE LINE TO BE SIDEWALK RAMPING NOTE: J INSTALLED BY A LICENSED FIRE ALL INTERSECTIONS OF SIDEWALK AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304, AND SHALL BE EQUIPPED WITH SPRINKLER CONTRACTOR. A TACTILE WARNING SURFACE IN ACCORDANCE WITH THE CITY OF I CLEARWATER SPECIFICATIONS. 3 -N ,r~-~,-- p,R I G I N A r, ~ j' ; _ ~1 , , i !#~:~i!~,1, VIII .,I "'l _,9 3 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS CMM 7~ 'jl? 2 8 17 05 CORRECTED BOUNDARY INFORMATION ACL ~ 1 7 21 05 PER CITY OF CLEARWATER REQUIREMENTS A'k'_r"n6t~i~':+~~ .;q~~:=' ~:,~°rA- CMM '!!1C 'j? No. DATE REVISIONS ~~I~~~~~: ~~~r-,~r~~~r.,~~-,~~; " DRN. CKD.APP. GENERAL LEGEND ISLAND WAY CONDOMINIUM EXISTING DENOTES PROPOSED - - - - Right-of-Way or Property Line ~ 38X~ OR K 3a'7 ~ COMPOSITE CONSTRUCTION PLAN S of Elevation EX ST G 2a- - - p IN FIRE _ ~ 125- - 24--' 25~--~ CLEARWATER PINELLAS COUNTY FLORIDA HYDRANT' ~ , ~ Contour ~.i PREPARED FOR: DATE: JUNE 30, 2005 APPROVED;BY;G~ ``~1~ c°,.: _ _ _ Pavement DES.: T.G. Radcliffe ~ ~ ~ A `'r'r~ MR. FRANK SALVO ~ . . ' CURB D.I. 2152 14th CIRCLE NORTH DRN.: DNC ~ ~ ~r~~. 'r L o - -4De- Storm Drainage ~~n~7~Pl~• .h TEMPORARYi BENCH MARK #1 C.B. D.I. LATERAL J B, C.B. Dl ELEVATION = 5.94 ST. PETERSBURG, FL 33713 CKD.: yw - LATERAL -i `-4Se- - - Sanitary Gravity Main INDEX OF DRAWINGS Phone: (727) 321-8111 SCALE: 1" = 20' S. AN " L'LO ERAS M.H.-~ J WYE c.o._~ SET NAIL IN EAST SIDE OF POWER POLE c.o. # 2-28031, LOCATED AT THE NORTHEAST SHEEP No. DESCRIPTION FL ENGINEER'S LICENSE ~No: ; PE' .8508 JOB No. 33895 FL SURVEYOR- MAPPER' LICENSE No. LS 1762 - - - -We- Q- - - Water Main CORNER OF LOT 4 ~.F,H, .V. 1.----------- COVER SHEET - - BENCH MARK NOT[ -4FMe Force Main - .o~rsFM- 10a TEMPORARY BENCH MARK #2 MARK NOTE: 2.-----------EXISTING CONDITIONS PLAN LLOVERAS BAUR & STEVENS, SHEET 3.-----------LAYOUT AND EROSION CONTROL PLAN 4 ELEVATION = 4.32 ELEVATIONS SHOWN ARE BP Is/De Sub-Drain - - o*-S/D- - - MARK No, 144, ELEVATION SHOWN ARE BASED ON PINELLAS COUNTY BENCH 4.----------- COMPOSITE CONSTRUCTION PLAN TOP OF DISK IN SEAWALL LOCATED AT VERTICAL DATUM-1929, UN 144, ELEVATION = 12.607, NATIONAL GEODETIC 5.-----------PAVING AND DRAINAGE DETAILS ENGINEERS - SURVEYORS - PLANNERS OF ATUM-1929, UNADJUSTED. 6.-----------WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 ® Water Meter ® THE NORTHEAST CORNER OF LOT 5 7.-----------SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 7 CONSTRUCTION PLANS JOB No. 33895 INVERTED CROWN PAV'T SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST 2"x 2° ANGLE IR GROUTED IN PERT ?"x 2" ANGLE IRON I 1/2" MORTAR ROUTED IN PERIMETER 48.. ON INSIDE 8" 2' 8" ~-6" O.C./F.W. q_1~2" PC III Asph Conc patch to be BEAM SEAM Mfn. 2 min. thickness or If this point is 6n " ,zn n 6 Additional ,~4 ~ ~ match existing. within 4' of an as shown " existing joint, CORBELL ~ ~ ~ 6 ~3 Dowel 4 Req. ~ then replace to 2n n /.c' O0 Patch Resurface full width of 4 In. the joint. e I \ 8" Brick Masonry street on longitudinal Monolitlilc Slab X ~ ~ ? X ~ Re lace Base installations ~ • R P N 4" •N~ 3,000 ps1 Conc. I I I I N~ C 15" I DETENTION AREA NOTE: ~ . ~ p. •.o.• ..Q..e.• .a d 9 v . T'',•' • ~ d°. ~ ° ' ~ THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALITY STANDARDS AND N ~ ~ I 1/2" CLEAR ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. 1D . m ~ r°'~ CONCRETE PERIMETER BEAM FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR / ~ - e 12" O.C. W. ~ ~ ~ , I I REINFORCED W/4 - ~ LONG PERIODS OF TIME. MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERTY OWNER. _ J °D Existin Concrete R lacement Base ~ g ~ BARS CONT. ALL AROUND io a I AND. #2 STIRRUPS AT 12" BUILDING WALL ~ Undisturbed Exlat Base SECTION X-X Mfn. 10 compacted 36-1/B" x 27-5/8" /B" x 27-5/8" STEEL - - _ _ PLAN Limeradc GRATE TYPE "C" AS TYPE "C" AS MANUFACTURED BY W W U.S. FOUNDRY CORP. 6. 12 Trench 12 8" 18 Trench 18" OR APPROVED EQUAL "DUNDRY CORP. (#6611) I Width Min. Width Mfn. PROVED EQUAL nw. a MINIMUM TOP OF BANK T=Thickness of Varies Varies EL = 5.50 MINIMUM TOP OF BANK original Base Undisturbed Trench Side ~ Undisturbed Trench Side ' ~ - - Y Y Compacted Compacted EL. = 5.50 EXISTING SEAWALL I I Backflll ..Q• PLAN • " _ T=6 until W exceeds / 18 0.15' LOCAL DEPRESSION ROFILE GRADE ~ WATER QUALITY LEVEL = . ~ 6', then T=8" SEC110N Y-Y \ / _ r ASPHALT ASPHALT ~ ~ _ ~1 I I CONCRETE I CONCRETE ',~•e. , 1 BOTTOM Channel to be made with Varies Pipe & Mortar . "x 2" ANGLE IRON GROUTED 4 ELEVATION = 2.50 • (AFTER SODDING) ~ ' IN PERIMETER BEAM ~j °r ASPHALT STREET A Brick & Mortar ND DRIVEWAY CONCRETE REPLACEMENT REQUIRED 1 ° ~f ~ \ WA1ER QUALITY STORAGE • a f C.F. REPLACEMENT REQUIRED FOR FOR UTILITY CONSTRUCTION ti~ : % FlLTRA110N SUBDRAIN in ~ ~ N \ (3/4" OF RUN-OFF) PLAN ON PIPE UTLITY CONSTRUC110N MINIMUM INSIDE ~ PRE-CAST UNIT OR ~ ~ ~ ~ AVERAGE ~ ELEVATION = 0.00 NOTES: PLAN ON PIPE Detail of bottom construction MINIMU DIMEN. DIMENSION AT BASE CAST IN PLACE PER - 1. For frame and cover details Grout flow channel 3'-9"x see Index No. 203 3'-9"x 2'-8" (10 S,F.) PIPE ~ PINELLAS COUNTY CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA " ~ ~ SPECIFICATIONS 2. Champher cll exposed edges 3/4" ENgNEERING DEPARTMENT ENgNEERING DEPARTMENT 6 i wIF REDRAWN BY DAZE ' Novo REpR~AWN BY STREET AND DRIVEWAY DATE 3. All concrete to be 3,000 p.s.i. s s2 Novo ~ s2 WIRE MESH : ~ . ~ ~ < . 41 "ALL AROUND CHECKED BY JUNCTION BOX INDEX NO. PARKWAY ONLY z°a cH G LB BY REPLACEMENT FOR INDEX NO. NOTE: AI NOTE: ALL CONCRETE DESGNEO BY DESIGND) BY CONCRETE dE ASPHALTIC iC4 TO BE 30 REV, DALE DESCRIPTION APP, M.C.B. 1 OF 1 REY. DA1E OESCRIP110N APP. c.M.H. CONCRETE SURFACES 2 oP 2 TO BE 3000 P.S.I, e • ' • ~ • ~ ~ • ~ ~ ~ DETENTION AND DRAINAGE SYSTEM EASEMENT/MAINTENANCE NOTE: THE DETENTION AREA AND ALL ON-SITE PIPING SHALL BE PRIVATELY MAINTAINED BY THE SECTION A-A LANDOWNER OR HIS DESIGNEE. DROP INLET N01E' ALL SLOPES AND PROPOSED DRY DETENTION BASIN BOTTOMS SHALL BE SODDED WITH SOLID SOD NOT TO SCALE FROM THE AVERAGE WATER LEVEL TO TEN FEET (10 FT.) BEYOND TOP OF THE BANK, UNLESS 65' 2 - #4 REBA PLANTED WITH SHRUBS OR GROUNDCOVERS. SHRUBS/OR GROUNDCOVERS SHALL BE NATIVE, 3 1/2" 20' PARKING BAY 12.5' 12.5' 20' PARKING BAY NONINVASIVE SPECIES AND SHALL BE PLANTED TO COVER NOT LESS THAN 15% OF THE SURFACE 2' AREA OF THE POND'S SLOPE. TREES AND SHRUBS MAY BE GROUPED IN CLUSTERS AS MASSED I ! ~ „ CLEAN OUT FITTING PLANTING. WITH BRASS PLUG 1 ,R. 18 ~ I ~ " W; 18" ~ 6 CONCRETE CURB CURB ~ ~ _ COLLARONCRETE TYPICAL DETENTION AREA SECTION . " 6 - 0 8" CAR STOP CAR STOP ? ? ~ NOTE: si.oP • " " FT ' ° ~ NOT TO SCALE • E• i/4 /FT SLOPE: 1 4 ~ ; REINFORCEMENT TO BE BY MANUF. STANDARDS. ' , '~'1 CARSTOPS TO PAINTED "TRAFFIC YELLOW." 6" PVC BEND . ~ - 6~PVC:SHORT 5" THICK NOT TO SCALE NON-REINFORCED CONCRETE PAVEMENT. SUB-BASE COMPACTED TO BEST AVAILABLE :6"x6"x6"~~PVC: WYE. ; , MINIMUM COMPRESSIVE DENSITY w/RUBBER TiRE EQUIPMENT. STRENGTH 3,000 P.S.I. w a a a a / 6" 5U6-DRAIN (SEE DETAIL AT RIGHT) SP - ~oaDo a a ~ Gov o ~~~\~/~IGH:END ECIAL SUB DRAIN NOTE: NOTES: " " " " No. 4 Bars, fi" Grid SUB-DRAINS MAY OR MAY NOT BE 1, Storm Sewers and Manholes to be 4 8 Mln. 2 8 8 4 REQUIRED DEPENDANT UPON SUB-SURFACE III III o IRFACE ~~va° centered in Junction Box unless In Top Slab. SOIL AND GROUNDWATER CONDITIONS. THE . THE ~$w °d ~ a ~ w ~$w ~ No. 4 Bars, extra ~ ENGINEER AND/OR OWNER WILL DETERMINE otherwise specified in Plans. around o enin ~ THEIR NEED AT THE TiME OF CONSTRUC11oN. ° °O / FILTER FABRIC SHALL RMINE ~ o a o \ \ NOTE: 6" P.V.C. SUB DRAIN PIPE tUCT10N. //j ~ ` ` ~ / / /~i'/~/~/~ BE PROPEX 4545 AS NO LIMESTONE OR LIMEROCK SHALL (PERFORATED IN LOWER P 9 2. All Concrete to be 3000 P.S.I. in Top Slab. " e NOT TO SCALE ~ j /SUBDRAINNPIPE~~%~\//\\/\\//~%/\%/\%j\/~\\// AMOCOAFABR C5 0. BE USED FOR ANY PART OF THE QUADRANT ONLY) \ / OR APPROVED EQUAL EFFLUENT FlLTRATION SYSTEM. 3. Chamfer all ex osed ed es 3 4 . - - °0 P 9 ~ A A + ~ WITH A PERMEABILITY 2 CLEAN SAND - + _ ao N I / \ I e, TYPICAL FILTRATION SUBDRAIN CLEANOUT COEFFICIENT OF 0.20 THIS FILTRATION CM./SEC. (23.62 FT./ MEDIA SHALL HAVE A ~ m I _ N HOUR MINIMUM.) UNIFORMITY For Manhole Ring and Cover I \ / I > _ ~ NOT TO SCALE g' OREGREATER AND AN Details, See Index No. 203 2" - 3/8" GRAVEL M EFFECTIVE GRAIN SIZE s EL. = 2.50 OF 0.20 MM TO 0.55 n ~ A ~~~~ii/~~///~~\~~~i~~//% ~ ~D~\///~~~//~~//~~//~~~~~~~~`~ FILTER THEEFIRST Sidewalk or Sod 21 NOTES:. i. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUM. x ~`~~~~~~~/i~~~~~/ /i~~// EL. = 0.50 ~ ~//~~/i\// 1 /2" OF RUNOFF AT d~ 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. a A RATE OF 5.42 FT./ ao " ~/~~~i~ HOUR MIN. _ Varies PLAN 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 3/B GRAVEL + / AVERAGE ~ N 8" Brick Walls g" 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES. ~ ` ~ 5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED. A~ ~ SUBTDRAIN P OVIDE A 90' v v pD> ~ „ B B 30 MIL POLYETHYENE IMPERVIOUS EL. = 0.00 UPTURNED ELBOW Poured 8 Concrete Top Slab ~ 4 e ° ~ . MEMBRANE WATER BARRIER W/CAP ON THE END 0° No. 3 Bars, 10" Centers _ 5 " ~ M ~ OF THE PROPOSED c o o SLOPE: 1 4 / FT. ao in all walls. ~ I 1=~. oo a . " ; . a.. - UNDERDRAIN TO I I- ~ O. QQ BASE ~ a •..a y - ALLOW FOR EASE OF FUTURE LOCATION. . 1~ ~G• e0.~ " ~ ~ 8 Brick Walls. p~' ' SUB-BASE . TYPICAL FILTRATION SUBDRAIN SECTION ~ to I I ~ ` FOOTING SHALL BE USED > ~ WHERE WALK ABUTS PAVEMENT • NOT TO SCALE I I 'rr v v NOTES: 8" 24" 8" > I Grout Line _ _ I > 1. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUM. 40" - - - 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. ~ 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 5' 00 4. TOOL 1/2 RADIUS ALL EXPOSED EDGES. SLOPE: 1 4" / FT. ANGLE IRON FRAME AND 24" ~ ~ I n (p I x 32" STEEL GRATE TYPE V Iv " Poured 8 Conc. Bottom , No. 4 Bars, 12 Grid, CITY OF CLEARWATER, FLORIDA C- MANUFACTURED BY in Bottom Slab Slab, 3000 P.S.I. ENGINEERING DEPARTMENT ~ NOT TO SCALE REDRAWN BY DALE FLORIDA STEEL CORPORATION f' I ~I ~ I { I OR APPROVED EQUAL ' - CHECKED BY JUNCTION BOX ~ ~ SECTION A INDEX ND. A rtas NON -TRAFFIC TYPE DESIGNED BY NOT TO SCALE GRATE B" PRECAST CONCRETE REV. DA1E DESCRIPTION App, ' ELEV. = 5.00 WALLS TO COMPLY WITH R 30 LB. FELT a F.D.O.T. INDEX No. 200 vv,. TARPAPER 1 9 7 05 PER CITY OF CLEARWATER REQUIREMENTS ~ dt'ay'~'ov~ !~~'°h~N~u' CMM RETAINING WALL No. DATE REVISIONS ~;,IaS~~~~~ ~'7''~' ~~°v~~ DRN. CKD.APP. POST OPTIONS: 2" x 4" OR 2-1 2" MINIMUM NOTE: ( / - ~ ~ " CONC. PERIMETER BEAM DIAMETER WOOD; STEEL 1.33 Lbs/Ft MINIMUM) 6 SUB DRAIN USE 6 PERFORATED P.V.C. PIPE FOR W/ 4 - #4 REBAR CON T E N'T BOTTOM ISLAND WAY CONDOMINIUM J SUB-DRAIN AND REQUIRED FITTINGS. ALL AROUND AND #2 E ELEV.= 2.50 OPTIONAL POST POSITIONS ¢ 3/8" ROCK I SOLID PIPE AT JUNCTIONS AND CATCH STIRRUPS ®12" O.C. BASINS. PLUG HIGH ENDS AND COVER III, 6' MAXIMUM ~ 20•f (D.O.T. SPECS.) FILTER FABRIC (IN w OUTFACES WITH HARDWARE CLOTH. g" " " =11i. I= - ~ I I _ _ _ - - - _ _ ~ PAVING AND DRAINAGE DETAILS _III=~= III- I 24" R.C.P. ,,~„r,+,. CONFORMANCE WITH PRINCIPLE POST POSITION 6" 6" 6" PERFORATIONS SHALL BE TURNED ~ 2 Ili SECTION 985 F.D.O.T. (CANTED 20 TOWARD FLOW) ~ DOy,~, a =1II IIIIII -~~~II~~ I INV. ELEV.= 0.32 ~ CLEARWATER PINELLAS COUNTY FLORIDA SPECIFlCATIONS.) 19" ~ w _ _ _ I - _ _ _ _ _ _ _ I~ PREPARED FOR: DATE: JUNE 30, 2005 APPROVED BY `C O L ~ p , ~ ; ' . o ro FILTER FABRIC III- ~~II- DES.: T.G. Radcliffe S~~ r~ . - MR. FRANK SALVO • ; i;=~ ~ ~ ~ 6° FILTR~ o ~ _ ~ SILK. T FLOW SPECIAL SUB-DRAIN NOTE: cnanaeu 6" FILTRATION ~ I I I I I_ ~ I ~ ~ „ 2152 14th CIRCLE NORTH DRN.: DNC ~ ~ , u} • • cnanaei - - _ ~ r - SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDANT UPON VVyV n ST. PETERSBURG, FL 33713 CKD.: :¦r.~.:~r' SEC110N A-A SECTION B-B ELEVATION SUBSURFACE SOIL AND GROUNDWATER CONDITIONS. THE SIDE VIEW INDEX OF DRAWINGS Phone: (727) 321-8111 SCALE: AS SHOWN S. -WfAND"(" LL0VERAS-"' : SECTION ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). TIME OF CONSTRUCTION. DETENTION AREA OVERFLOW STI FL ENGINEER' LICENSE No: - PC8508 SHEET No. DESCRIPTION JOB No. 33895 FL SURVEYOR. . BE MA PgR'; LfCENSE No. LS 1762 -COVER SHEET SHEET TYPE HE SILT .OW STRUCTURE 2.----------- EXISTING CONDITIONS PLAN LLOVERAS BAU R & STLE~I/EN S-' 5 3.-----------LAYOUT AND EROSION CONTROL PLAN .FENCE 6" ROADWAY SUB-DRAIN DETAIL NOT TO SCALE 4. COMPOSITE CONSTRUCTION PLAN 5.-----------PAVING AND DRAINAGE DETAILS ENGINEERS -SURVEYORS -PLANNERS OF 6.-----------WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 NOT TO SCALE 7.-----------SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST . See Index No. 301 , 3' TEMPORARY BLOWOFF 2 Ball Valve 4 layers of brick AND SAMPLE TAP Hose Bibb A roved barrel oint seals are "PP " 1 'nt seals are ~ ~ Concentric cone (Flat cover 3 4" Galvanized O-Rings and "Ram-Necks" / im-Necks" ~ ~ on shallow manholes 0' to l 4' depth) 8" Brick ~ Steel reinforcement I I 5" min. wall thickness 2" Galvanized 4' Min• I type II acid resistant ~n ~ ° I , cement 4000 ps.i. .A A4 Grout fill o enin with : :b I 2"/ft min. I non-shrinkpmortar 2" Cor oration P e . O: A :it Poured Encasement _ Tapping Saddle - R. I r PIPE TYPE FlTiING - - 2 joint in pipe entry ~zE so• 221 z• 11 1 4• EAO-END 1EE ---f , (Typical) 4' 3 1 1 1 4 1 . i 6" 4 2 1 1 8 1 Grout flow channel P.V.C. pipe requires manhole s" 5 z 1 1 s 2 adapter coupling by Flo 1°" e 3 1 1 10 3 Restrained 2" ° TOP CONNECTION NOTES Control, Inc., or approved t2' ~ 3 2 11 5 Tapped Plug 1, Precast manhole drop may be appr water stop coupling. 1s" e 4 2 1 14 e may be approved by City 20• a 4 2 1 1e 11 Engineer, Shop drawing submittal i 24' 10 4 2 1 22 13 g submittal required. 30' 12 5 3 2 28 n CITY OF CLEARWATER, FLORIDA 2. Drop required when 2' or over. or over. CITY OF CLEARWATER, FLORIDA 13 e 3 2 30 21 END CONNECTION ENGINEERING DEPARTMENT 3, Manholes shall have an interior and interior and exterior coating ENGINEERING DEPARTMENT 42" 14 e 3 z 34 25 e.v.o. TEMP BLOWOFF os°z4 s~ of at least 15 mils dry thickness P i thickness PROLO EP214-351 REDRAYAV BY PRECasr a A ~ 4B" is ~ 3 2 38 zs t er AND ne>Ex Na Epoxi-Mastic or Koppers bitumastic SAMPLE TAP 408 rs bitumastic black solution CHENC0KVE0D BY SANITARY MANHOLE INDIX No. 54" 18 7 4 2 40 32 w.~.s DETAIL ~ AEV. DATE DESCRIPTION APP, ~ 2 ~ 300M. G.C.H. 2 REV. DAIS DESCRIP710N App, DESIGNED BY ~ ~ Z TABLE APPLIES TO 20 FOOT PIPE LENGTHS ®150 P.S.LG. TEST PRESSURE See Index No. 301 WITH 30 INCHES OF COVER OVER PIPE. NUMBERS SHOWN IN TABLE deX N0. 301 ARE THE NUMBER OF JOINTS FOR EACH SIDE OF FITTING. Stop Less Check Varies EFFLUENT AND POTA6LE WATER MAIN Varies Clay Brick MUELLER H14350 with Lock Wing and At Terminal Masanary RESTRAINED JOINT REQUIREMENTS Compression inlet or approved equal _ Manhole 1/2" Cement Threaded Cor oration Sto Q P P ° Plaster MUELLER H15008 t ~ m B"x3"TEE 8"O.S.dcY. VALVE or approved equal r` Bottc A 3 A ~ Bottom Of 6"D.C.V.D 6"O.S.dc Y VALVE (TAP AT 45° ANGLE) o rJ a ~ ~ o Corbel 1' 6"O.S.dcY• VALVE 4'-0" OR R.P.D. - 8" Brick ~ 6"x3"iEE ` 2' Joint In Saddle required on Pi a En r P t Y 12" L tl " ~ b.5.de Y VALVE-~ 4 P.V.C. only T ical YP " " ~ ~ a 45 2x9 ED. FLANGE ~ MIN. ONE JOINT Wate v'ce r Seri Tubing LOCATE PIP "LOCATE PIPE D.I.P. OR P.V.C. PIPE . . 'X Driscopipe 5100 or Endot/Yardley E ~ a ° a. STAND HERE STAND HERE W/UNIFLANGE Saddle shall have double _ " ~ i 2"x3" NIPPLE (BRASS), 4 D•C•V•D. stainless steel stra s ` ~ Blue Jet, SDR 9, 3408 Polyethylene 0 6 . P _ . ~ N ~ ~ ° 2"GATE VALVE & PLUG OR R,P.D. . ~ .a::, :c 3"NIPPLE (FURN•) with e ox coated o . o . a P Y Square Bottom _.ys..._. : y°~:::.:_° ;:aT' : jo .::.T : ~ " " "x3"NIPPLE (BRASS),2"G.V.dc PLUG c: 'a.•.. .~a ~:a•.,.~..::.:. a 3x3 E W/2x9 RED.FIANGE ductile iron body. Permitted . Water Main "G" 26'-0' PLAN SEA SECTION A-A NOTE: PLAN Crown of drop pipe -DEVICE MUST BE INSTALLED LEVEL D.C.V.D.-DOUBLE CHECK VALVE DEVICE shall match crown -ALL JOINTS SHALL BE FLANGED, 6" D.C.V. R.P.D.-REDUCED PRESSURE DEVICE CHLORINA A B c TION TAP o E F F G of autfall pipe for UNLESS OTHERWISE NOTED. VICTAULIC OR OR R,P.D• Shallow 0'- 4' 2'-6" 4' Max 3'-6" 24" Max 8" #3 a 8" 3 at 12" E.W. outfall i e5 of 10" - ~ DENOTES O.S.dt Y. GATE VALVE UNIFLANGE SPOOL p p -PAINT WffH TWO COATS BLUE PAINT PIECE Standard 4.1'- 6' 3'-6" 6' Max 4' 30" Max 8" #5 a 8" #5 at 10" E.W. or larger. -ALL BELOW GROUND D.I. PIPE AND ALL VALVES EXCEPT 2" SHALL BE Deep 6.1'- 10' 3'-6" T 10' 4' 36" Max 12" #5 a 12" 5 at 10" E.W. FITTINGS SHALL BE POLYETHYLENE OUTSIDE SCREW do YOKE # WRAPPED ~ GATE VALVES Deep 10,1'- 14' 3'-6° T 14' 5' 36° Max 12" #5 a 12" #5 at 10" E.W. NOTES I~ANt-? CITY OF CLEARWATER, FLORIDA 1. NI concrete to be 3000 p.e.i. 12" 12" MIN. ONE JOINT D.I.P. OR CITY OF CLEARWATER, FLORIDA P.V.C. PIPE WITH ENGINEERING DEPARTMENT 2. P.v.c, pipe entry requiroa manhole adapter coupling by Flo Control Inc., or approved water atop coupling. ENGINEERING DEPARTMENT 1z UNIFLANGE R B V D er 08D2b 91 3. Manholes shall have a water proof Bituminous Coating CHECNED BY CHLORINATION TAP INDEZ No. on the exterior dt Interior. Koppers bitumaetic black Now DY DAZE 0 en/qe Chq. Senica Tubinq type c.aN. O.C.H. 40g solution 300M, or Proco EP-214. MANHOLE DETAIL MIN. ONE JOINT D.I.P. a~a® DY soot eD. 4" CONC• SLAB OR P.V.C. PIPE W ~ SANITARY SEWER 302 UNIFLANGE W/8"x8" N0.10 WIRE 6 PIPE STANDS READ. D.I. PIPE-? 30' MIN. REV. DATE DESCAIP11ON APP. ~ C H BY t OF Z REV. DATE DESCRIPTION APP, ~cRIPnoN APP' c.s 1 ar z / MESH REINFORCING / ~---45 DEG. MECH. JOINT BELL- 45 DEG. MECH. JOINT BELL--~ Pick Hole BELL, ELBOW W/ BELL, ELBOW W „ . RETAINING GLANDS / . . AT BOTH ENDS. RETAINING GLANDS ~ . „ 1-1/4 5/8 • AT BOTH ENDS. ~ Min. 4 Re uired n.t.s. q ~ ;~,.5 THRUST BLOCK ELEVAT ON THRUST BLOCK ^ • c = LIMIT'S OF B.F.P.D. ASSEMBLY 3 ? ? ? ? ? ? ? L SANITARY Back of Curb 6" FIRE FLOW DOUBLE Max. 15'-Min,4' ~ or SEWER ? Non Skid Edge of Pavement RING -HALF PLAN Pattern 18" Min. , CHECK VALVE ASSEMBLY O R I G I~~ L Required ? ? ? ? ? ? ? 24 Mox. NOT TO SCALE ^ ' ~ i~ , = ~ 1 . ~ I N Required ~ Distance Varies Valve Bax ? ? ? ? ? O ~ ' 36 .~~y B ~ 23 I r7 ~ ~ A DIMENSIONS -INCHES ~;n.F,~r~R~^,^^~~~~~~~~~r~•_-i•e°~,A•„ ! 21 SOLID COVER I SIZE A B C D E I Machined Surface 3 x x 1/z x z 1/2 B 1/4 10 3/8 10 3/4 iD 3/B 8 6/8 No. DATE REVISIONS>EU'~ a=%~°' ' ~u' DRN. CKD. APP. I c p,~ N ~ E 4 x 2 1/2 x 2 1/2 B 1/4 10 3/8 10 3/4 iD 3/B B 5/B 5x2,/2x2,/2 ,/4 " ,2,/B ,25~ ISLAND WAY CONDOMINIUM L ~ rn I exxl/zxzl/z n1/4 101/2 115/a 13 4 x 3 x 3 B 1/4 11 1/B 12 1/2 12 1/2 7 1/2 L (p 5 x 3 x 3 11 1/4 11 12 1/4 12 5/B 7 1/2 6 x 3 x 3 11 1/4 11 12 1/4 13 o I I N ~ Mech. Joint Valve WATER AND SANITARY SEWER ~ DETAILS r` I . ONLY AP 0 PR VED CLEARWATER PINELLAS COUNTY • ' L 1 • - FLORIDA A PREPARED FOR: DATE: JUNE 30, 2005 APPROVEO~BY: '6x'.',~--, RING -SECTION Machined Surface Kennedy Guardian No. K-81A ' Muller Centurion No. A-423 . 3 MR. FRANK SALVO DES.: T.c. Radcliffe T Mi I nimum Wei ht 7 232 lbs. I g SOLID COVER SECTION ~ u.s. Pipe Metropolitan 2152 14th CIRCLE NORTH DRN.: DNC ~a ~T E ~ Q ~7Q Ih~ I Minimum Weight 128 lbs. N1~ .F ~ I ~ ~ bi. rtitKSdUKU, rL J,311,) CKD.: 7W NOTES: NOTES Restraining Joint (Typ.) INDEX OF DRAWINGS Phone: (727) 321-8111 SCALE: AS SHOWN S. r, AN " LLOV~RAS' 1. Where roadway base is 8 or thicker use goo rin , 1. Steamer Connection to Face Street. SHEEP No. DESCRIPTION FL ENGINEER 5 ('VJCENSE' No: pE 8506 g CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA all other cases 7 ring is permissible. 2. All Fire Hydrants to have 5 1/4 Valve Seat. i COVER SHEET JOB No. 33895 FL SURVEYOR.& 'MAPPER. LICENSE No. LS 1762 FIRE DEPT, 2.-----------EXISTING CONDITIONS PLAN LLOVERAS BAUR 8c 8T~VENS SHEET 2. Manufacturers model of storm ring and ENGINEERING DEPARTMENT 3. Fire Hydrants Shall be Placed at Street Corners ENGINEERING DEPARTMENT g nd cover to RE ANN BY ]IINDEXNO. REDR ENT 3.----------LAYOUT AND EROSION CONTROL PLAN 6 be approved by City Engineer. Dr0 or in the R.O.W. Adjacent to Side Lot Lines B A TYPICAL HYDRANT D _ C01 CHECKED BY SANITARY SEWER G1 t5 92 CONNECTION DETAIL 4.----------COMPOSITE CONSTRUCTION PLAN 15 92 5.-----------PAVING AND DRAINAGE DETAILS ENGINEERS - SURVEYORS - PLANNERS OF Whenever Possible. CHECKED BY SETi1NG INDEX N0. was. MANHOLE COVER G C.H. 402 AEY. DATE DESCRIP DESIGNED BY 4See Sheet 3 for Typical Connections & Fittings. REY. DATE DESCRIPTION APP. T.C.J. APPROVED BY CROSS-SECTION TION APP, D.0.B. 2 OF 3 K No. NOT TO SCALE 6. WATER AND SANITARY SEWER DETAILS 02 Phone: (727) 784-3965 ALB 0000208 Fax: (727) 784-8153 • 3 7. SITE CONSTRUCTION SPECIFICATIONS 7 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST GE _ • Corrugated steel metal pipe and pipe arch shall have one half inch minimum deep corrugations, and shall be galvanized The ductile iron pipe and iron pipe and fittings shall be designed in accordance with ANSI specification A21.50, and shall conform and hot dip asphalt coated conforming to AASHTO M-36 and AASHTO M-19D (Type A) specifications unless otherwise , A. DEF T O S to ANSI Specification A25., indicated on the plans. All joints shall be water tight and resist leakage at a hydrostatic pressure of 2 psi. Gauges shall The minimum thickness CI ;cification A25.51. The minimum thickness Class for pipe four inches and smaller shall be Class 51. Reference is made in the construction specifications, standards and plans to some agencies and entities that might have be shown on the plans; gauges are F.D.O.T. specifications. m thickness Class for pipe six inches and larger shall be Class 50. jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean the latest pipe shall be coated as specified by the supplier of service. Mechanical joints and slip-on type joints requirements, editions and/or amendments of each. Corrugated aluminum alloy pipe and pipe arch shall conform to the F.D.O.T. specifications, Section 945 and also to Ductile iron pipe shall be AASHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required by the shall conform to ANSI Spe m to ANSI Specification A21.11. Mechanical joint glands shall be grey cast iron. Flanged piping shall Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge governing agency. have 125 pound flanges c ound flanges conforming to the requirements of ANSI Specification 816.1. Construction are given herein according to the number system used in the 1991 Edition. Subsequent editions may be renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering. Gaskets for corrugated steel or aluminium pipe shall be in accordance with the manufacturer's recommendations and shall Fittings shall be rated for II be rated for not less than 150 psi working pressure, shall be suitable for the service required, and be a minimum width of six inches and a minimum thickness of three-eighth inches. shall conform to the requl m to the requirements of ANSI Specification A21.10. Fittings shall be lined and coated as specified for cast iron pipe. ABBREVIATION AGENCY OR ENTITY Underdrain i e shall conform to the s ecifications of ASTM D-3033 and F.D.O.T. s ecifications Section 440. All material PP P P pe. F.D.E.P. Florida Department of Environmental Protection and installation shall be as shown on the plans or per the governing agency and Engineer's requirements. The perforations Unless otherwise shown or rwise shown on the plans, all pipe including P.V.C., D.I.P., and C.I.P. shall have a minimum cover of 24 F.D.O.T. Florida Department of Transportation shall be turned down and conform to the specifications of AASHTO M-189. inches in unpaved finish g COUNTY ------------Apolitical subdivision of the State of Florida paved finish grade areas, and a minimum cover of 36 inches in paved areas and public rights-of-way. MUNICIPALITY County, city or town Catch basins shall be constructed of precast concrete. Precast concrete catch basins shall conform to ASTM C-76, Table The interior of all pipe an of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times. FDOH Florida Department of Health III, Wall B, F.D.O.T. Index No. 200-F. Restrained joints shall be oints shall be installed at all fittings as shown in the table of the plans. CHU County Health Unit ASTM American Society of Testing and Materials The catch basin top may be cast in place or precast. Each top shall contain atwo-foot diameter minimum cast iron Upon completion of the m etion of the mains, the water system shall be subjected to a hydrostatic pressure test. All air shall be AWWA American Water Works Association frame and cover placed within the concrete. expelled from the system, m the system, and the system shall be pressure tested by means of an accurate gauge. The pressure USASI United States of America Standards Institute test shall be as s ecified NSF National Sanitation Foundation The bottom of the throat opening shall be below the flow line of the curb, and the throat vertical height cannot vary . , P e as specified by the Engineer, typically 150 psi for one hour minimum for the uncovered joints, and SWFWMD Southwest Florida Water Mana ement District more than one-half inch from the detailed plan dimension. 24-hour minimum for cov 9 the pressure test will be c nimum for covered joints. Uncovered joints are recommended. All leakage shall be corrected whereby test will be acceptable; thereafter, the leakage shall not be more than 23 gallons/24-hours/inch of AASHTO American Association of State Highway & Transportation Officials Dro inlets shall be constructed of recast concrete. Precast concrete dro inlets shall conform to ASTM C-76, Table III, diameter mile or less as CS U. S. Department of Commerce, Commercial Standards P P P / le or less as determined by the water system's inspector. The water system shall be flushed prior to EPA Environmental Protection Agency Wall B. and subsequent to each s cent to each sterilization procedure that might be required for acceptance. Initial flushing shall be done ANSI American National Standards Institute (formerly U.S.A.S.I. & A.S.A.) after completion of the by Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An inside or and local governing author etion of the hydrostatic test. All lines will be sterilized in accordance with AWWA C-601 specifications overning authorities' requirements. ~ outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required. The words shall and will are mandatory. The word may' is optional. Where a particular brand name appears with "or a ual", the intent is to denote a roduct of unlit standard; therefore another brand of a ual unlit ma be used, Gate valves three inches c q P q Y q q Y Y All covers shall be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies' operate at 200 psi workin three inches and smaller shall have a bronze or iron body and shall be bronze mounted, designed to subJect to the Engineer's approval. requirements. AWWA C-500 "Class 150" 200 psi working pressure. Gate valves four inches and larger shall conform to the specifications of 0, "Class 150" with an iron body, bronze mounted, non-rising stem designed to open counter-clockwise. . The Engineer shall mean Lloveras, Baur and Stevens. E. EXCAVATIO All valves shall have ends hall have ends or joints to match the pipe to which they are to be connected. Each gate valve shall be installed with an adjust with an adjustable cast iron valve box and cover set at finished grade and well marked. The Contractor shall mean the person or firm performing the proposed installations. All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer limits of any pavement, curb or building pad. Unsuitable material shall include, but not be limited to, vegetation, Fire hydrants shall conforr s shall conform to AWWA C-502 specifications and the local fire district requirements. Each hydrant The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project. palmettos, trash, trees, tree limbs, tree stumps, tree roots or clay. All clay, clayey, impervious soils or unsuitable soils shall connect to a six inc :t to a six inch minimum water distribution main. Agate valve with cast iron box and cover shall be shall be removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement base, and shall placed between the main een the main and hydrant, unless the main is a "fire line" only. The hydrant valve shall be 5 1/4 The Plans shall mean the site construction (working) designed drawings prepared by Lloveras, Baur and Stevens. The Plans be replaced with suitable material for compaction. The suitable material shall be compacted in layers to meet the required inches, with two - 2~ inc depict the locations and elevations of each of the facilities, and are exclusive of these specifications in the specification of density. Subdrains may be installed as necessary to meet the required density. In no case shall any impervious material the pumper nozzle shall f~ two - 2~ inch nozzles and one - 4~i~ inch pumper nozzle. The hydrant shall be installed plumb, and nozzle shall face the pavement. The pumper nozzle shall be 18 inches above finished grade, and shall material types. remain in the pavement area such that water will be restricted from entering the subdrain system. open counter-clockwise. ;r-clockwise. The hose threads and final paint color shall conform to local fire district requirements. F. SANITARY SEWERS The hydrants shall be con The Specifications shall mean the written detailed particulars of the project facilities which are, although part of the Plans, located in the waterway. s shall be compression type with "break-awall' facilities, and the operating stem threads shall not be not intended to supersede plan notations regarding general material types. The entire sanitary sewer system shall conform to the requirements of the F.D.E.P., and also the requirements of the local he waterway. utility receiving the wastewater. The system shall be constructed as shown on the plans, including the details. Water service pavement cc .e pavement conduits shall conform to the plans and the requirements of the water utility supplying B. INTENT OF PLANS AND SPECIFICATIONS and/or maintaining the sy. ntaining the system. The conduits shall be P.V.C. or an approved equal, and will be placed as shown The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful of Sanitary sewer pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be on the plans. s. the public's safety, health and welfare, and conforms to the re uirements of an a ens or entit havin 'urisdiction. polyvinyl-chloride (P.V.C.), unless otherwise shown on the plans. q Y 9 Y Y 91 Water service pipe materia .e pipe material shall be galvanized steel, P.V.C., polyethylene, palybutylene or an .alternate approved by The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and Main line pipe shall either be polyvinyl-chloride P.V.C., ductile iron, cast iron or vitrified clay. the utility and Engineer. nd Engineer. from any and all agencies having jursdiction on the project prior to proceeding with any portion or portions of the project. P.V.C. sanitary sewer pipe shall conform to specifications and ASTM D-3034 SDR-35. The Contractor shall also comply with the requirements of the Owner or any governmental agency regarding bonds, Galvanized steel pipe shall steel pipe shall be standard weight Schedule 40 with threaded connections. P.V.C. pipe shall be the insurance, etc., if required. Ductile iron i e and cast iron i e, fittin s, s ecials, 'oints and installation shall conform to the s ecifications for the same as the main line pit e main line pipe. Polyethylene shall be Type III, Grade 3, Class C material, and shall conform to ASTM water distribution s stem as mentioned herein. P Ductile) iro P D-1248 and ASTM PE-33( y n pipe and cast iron pipe do not have to be cement-lined unless i ASTM PE-3306. The tubing shall also be manufactured in accordance with Commercial Standard No. The Contractor is governed by the requirements of all permits, licenses, approvals, etc., that have been secured for the required by the local utility receiving the wastewater. C.S. 255, or an approved construction whether obtained by the Contractors' forces or by others. the particular type service r an approved equal. Polybutylene tubing shall conform to AWWA C-902. All fittings shall conform to ~r type service pipe material. Each service shall have a corporation stop at the main, and all service Vtrified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301, connections and appurtena and appurtenances shall be subject to the approval of the Engineer and/or the water system supplying The contents of the plans, details and specifications prepared by the Engineer shall be used with due regard to their ASTM C-425 and ASTM C-594 specifications. the water. Water service meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted Water service locations will be marked on the curb with a durable paint. by the Engineer. Joints shall be Type III, compression "0" ring or Type B, compression sleeve. Infiltration shall not exceed ASTM C-425 All building connections sh connections shall conform to the architectural plans and specifications, the governing agencies' or governing agency's specifications. Connections to cast iron shall be by use of adapters or per the manufacturer's requirements, and the Eng and the Engineer. All work or materials shown an the plans and not mentioned in the specifications, or any work specified and not shown on recommendations. Installation shall conform to ASTM C-12 specifications, governing agencies' requirements, and/or the plans, shall be furnished, performed, and done by the Contractor as if the same were both mentioned in the manufacturer's recommendations. Water meter and backflow specifications and shown on the plans. , , utilit ,the Ions, and the and backflow prevention device size, material and installation shall conform to the requirements of the Mans, and the Engineer's specifications. The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the lowest Y P Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is not point so that the spigot ends point downstream in the direction of flow. The trench shall then be backfilled, protecting the IRR GATION SYS mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and plans, he pipe from vertical or lateral movement. All lines and laterals shall be installed in strai ht lines with ro er fittin s at the I 9 P P 9 CATION SYSTE shall notify the Engineer who will furnish an explanation, plan grade. The grade shall not rise or sag more than one inch vertically between two successive manholes; the Irrigation pipe material she horizontal alignment between two successive manholes shall not vary more than three inches. water main pipe. Other n re material shall be polyvinyl-chloride (P.V.C.), and shall conform to the same specifications as the Material types shall be as shown on the plans. All material types shown in the specifications are not applicable to each pipe. Other material may be used subject to the utility's, Owner's and Engineer's written approval. and every project or situation, and the specified material shown on the plan sheets shall govern. The plans do not Gravity sanitary sewers (and force mains) crossing under water mains shall be laid to provide 18 inches minimum vertical All fittin s and testis sha rnd testing shall be as indicated on the plans. All valves shall conform to the specifications for water necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the site. clearance between the invert of the higher pipe to the crown of the lower pipe. The crossing shall be arranged sa that 9 9 valves. the sewer joints and the water joints are equidistant from the point of crossing with no less than 10 feet between any two The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing joints. Where the minimum 18 inch vertical separation cannot be maintained, the sanitary sewer shall be placed in a construction, and also continual) until the site construction is cam lete. sleeve or encased in concrete for 20 feet centered on the point of crossing. I PAVING Y P This section shall include IG shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements fora Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the water shown on the plans. The ie plans. The areas are to be graded and constructed as shown an the plans, details and typical _ period of 18 months after final governmental acceptance and the Ownerls and Engineer's acceptance of all workmanship, main shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing. Sections. ' materials and equipment which he installed and furnished. Any defects caused by the Contractor's forces or suppliers Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main. The within the period specified shall be corrected without additional cost to the Owner. Any defects that occur within the period All backfill over any pipe i ever any pipe within roadway areas shall be compacted per F.D.O.T. specifications, section 125-8.3. NOTE; specified, which are proven beyond the Contractor's control, will not be the Contractor's responsibility to correct. distance shall be measured edge-to-edge. In cases where it is not practical to maintain the 10 foot separation, the water main shall be installed in a separate trench, or on an undisturbed earth shelf located on one side of the sewer, and Tele hone, electric irri atic at an elevation so that the bottom of the water main is at least 18 inches above the top of the sanitary sewer. The P ~ 9 ;lectric, irrigation and water service pavement conduits shall be placed prior to installation of the ALL WORK SHALL COMPLY WITH THE CITY OF CLEARWATER TECHNICAL The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other person water and sanitary sewer joints shall be staggered. subbase. The Contractor performing work on this project. The Engineer also will not be responsible for the construction procedures, safety he Contractor shall coordinate these services. SPECIFICATIONS AND THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. precautions and programs incident thereto. Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main. Subbase shall be stabilizes all be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B.R.) and density shall be as st Acceptance by the Owner, Engineer and/or governing authority shall not warrant the quality of the work. At road crossings with less than 30 inches of cover, and any part of the sewer line that may have less than 12 inches 160 {also AASHTO T-180). shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section of cover, the sanitary sewer shall be cast iron pipe, ductile iron pipe or concrete encased vitrified clay pipe for the length Proctor. The location and ASHTO T-180). The percent of density refers to the standard method of testing using the Modified ie location and frequency of tests shall be as determined by the Ehgineer and/or the governing agency Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction, dust, noise, the condition exists. Where trenches cross existing roads by the open-cut method, the backfill shall be placed in 12 inch having jurisdiction. Subba diction. Subbase shall be of native material, only if it meets the required bearing value. Should native safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer, governing agency, and layers, and carefully tamped until compacted to the same density of the undisturbed soil. material fail the re wired I owner a set of As-Built Plans (Record Drawings} of each utility he installs at no extra cost. q the required bearing values, acceptable and approved material shall be mixed until the bearing value is The ends of pipe shall be well marked for later identification and location. These, as well as the location of manholes, obtained. C. JURISDICTION wyes and service laterals, shall be shown on the As-Built Plans. The As-Built data shall be furnished to the Engineer and Owner by the Contractor upon completion of the work. Underdrain pipe shall conic pipe shall conform to the specifications of ASTM D-3033 and F.D.O.T. specifications, Section 440. All The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized material and installation st i installation shall be as shown on the plans or per the governing agency and Engineer's requirements. agencies, entities, political subdivisions of the State of Florida, muncipalities or their administrative divisions (sections) Manholes may be constructed of solid clay brick or precast reinforced concrete. Solid clay brick shall conform to the The perforations shall be 1 have been met. specifications of ASTM C-32. Precast reinforced concrete shall conform to the specifications of ASTM C-478. :ions shall be turned down and conform to the specifications of AASHTO M-189. Bases shall be limerock, s be lmerock, soil cement or an approved alternate. Limerock base material, installation and density All manholes are to be water tight as required by the utility and as shown on the Plans, and also have channeled inverts shall conform to the F.D.O C as shown on t a s. Brick manholes shall be made water ti t o e he pl n gh nth outside walls only, as shown on the plans. specifications, Section 27D, 11 to the F.D.O.T. specifications, Section 230. Soil cement base, if allowed, shall conform to F.D.O.T. s, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall conform 'rements of the Engineer, governing agency, and the respective sections of the F.D.O.T, specifications. A. TREE PROTECTION AND REMOVAL Precast reinforced concrete manholes are to be made water tight by a coat(s) of bituminous material and other acceptable to the requirements of the methods at the joints of sections. The manholes shall be constructed so that the rim may be adjusted to comply with The base material shall be aterial shall be placed on the subbase only upon completion and acceptance of the subbase. The Contractor shall obtain any and all necessary tree permits. the different finish grade conditions which may arise. Each manhole shalt contain atwo-foot diameter minimum cast iron frame and cover. Ladder rungs or steps are not to be installed in any manhole. The minimum base density Tree removal shall be done in a manner whereby the remaining. trees will not be damaged. Should damage occur to any Base material shall be tho n base density shall be as shown on the plans, and as required by the Engineer and governing agency. al shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall. rotected tree, the Contractor loin said damn a shall satisf the re uirements of the Count or munici alit The A drop pipe unit shall be provided for a sewer line entering a manhole at an elevation more than 24 inches above the P 9 9 Y q Y P y' lowest manhole channel invert. be primed with a rapid cu Engineers will not locate or designate the trees to remain or to be removed, shall conform to F.D.O.T. rith a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation m to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. The Cleanouts shall be constructed as shown on the plans. The entire system shall be flushed, lumped, television inspected prime coat shall be covere Existing trees which have been designated to remain shall be protected per the requirements of the muncipality and/or includin tae , and visual) ins ected riot to acce tance, material may be used sub shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover y be used subject to approval of the Engineer and the governing agency. Excess material shall be agency having jurisdiction. ( 9 P) Y P P P removed by a drag broom a drag broom or equal. Force mains- shall be constructed using the same material and installation specifications (including restrained joints and B. CLEARING AND GRUBBING A tank aaat shall be app) shall be applied prior to placement of the final surface course. The tack coat shall be applied. within ~ ! 1 ~ I ~ _ fittings) as the water distribution system as mentioned herein and shown on the plans. Site conditions shall include existing utilities, either aerial or underground. The exact locations of existing utilities shall be 72 hours after placing the 'ter placing the prime coat, or prior to placing the surface course. The tack coat materials, installation s 1 ~ Iu determined by the Contractor. The Contractor shall also be responsible far notifying all existing utility companies prior to G. WATER DISTRIBUTION SYSTEM and application rate shall :ion rate shall conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's and Burin construction. The Contractor shall be res onsible for the rotection of all utilities, and shall also cam I with requirements. • 9 P P PY The entire water distribution system shall conform to the requirements of the FDOH, and also the requirements of the local the requirements of all affected utility companies, public or private. utility supplying the water and fire protection. The system shall be constructed as shown on the plans, including the purse shall conform to the dimensions and thicknesses as shown on the plans and the Engineer's and details. Pavement course shall con Clearing and grubbing shall proceed with due regard for all permits, ordinances and laws that may apply to tree, trash or governing agency s requires lency's requirements. The material and placement shall be in accordance with the "Pinellas County other unsuitable material disposal. All trash ar tree burning, if allowed, shall be performed so as not to create a public Water main pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be Standards for Hot Bitun' nuisance and shall be properly permitted. No unsuitable material, such as vegetation, trash, trees or clay, shall be polyvinyl-chloride (P.V.C.) unless otherwise shown on the plans. Construction", if applicable ~r Hot Bituminous Mixtures", if applicable, or the F.D.O.T. "Standard Specifications for Road and Bridge if applicable. The type of pavement course shall be as indicated an the plans. disposed of by burying unless approval is obtained from the Engineer. Additional permitting may be required by a proposal to bury. Main line pipe and fittings shall be DR-26 P.V.C., DR-21 P.V.C., DR-18 P.V.C., DR-14 P.V.C, cast iron pipe (C.I.P.), or Concrete curbs and gutter rbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations shown on the plans, details, and ductile iron pipe (D.I.P.). in accordance with F.D.O.T, s, details, and as required by the Engineer and governing agency. Materials and installation shall be ~ , ~e with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3000 psi. Curb ; i' ! C. GRADING All P.V.C. pipe shall be laid with an insulated 12 gauge A.W.G. solid strand copper wire wound around the pipe forming one shall be placed after acce ced after acceptance of the subbase, and prior to placement of the base. , ~r ~ , ~ ! All earth moving shall be completed as indicated an the paving, drainage and detail Sheets. .The Engineer shall be notified cam lete s iral er 'asst of i e. This wire shall be continuous with s )ices-made onl b methods a roved b the of an known or encountered "sinkhole" or other unusual natural fault develo inert so that he ma notif an a licable P P P 1 P P P Y Y PP Y Y P Y Y Y PP engineer and the City of Clearwater. This wire shall be secured to all valves, tees and elbows. Refer to City of Clearwater Sidewalks shall conform to public authority. Contract Specifications and Standards. details, and as required b5 roll conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans, as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the F.D,O.T. specifications, Seci :ifications, Section 522. The Contractor shall be reponsible for dust control, erosion control, and any other measures necessary to protect adjacent All P.V.C. water mains two inches and smaller shall be DR-21. The DR-21 P.V.C. pipe shall be designed in accordance property or the environment from harm due to the work. with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds Traffic paint shall conform ^d E a ' l ~ ~~'~1 conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-21 as defined in ASTM D-1785. The pipe shall be color coded material shall conform to shall conform to the color and dimensions shown an the plans and as required. Installation and ,-~e,~e,r~., ill conform to F.D.O.T. specifications, Sections 710 and 971-12, and also the Engineer's and governing No. DATE REVISIONS?`~ ` ' ~ ` ~ DRN. CKD.APP. D. DRAINAGE with a stamp thereon denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, a enc's re uirements. luirements. fittings and specials shall conform to the NSF specifications, and shall bear the NSF ap royal label for otable water. The 9 Y q The storm drainage system shall be installed as shown on the plans and as specified. DR-21 P.V.C. sou lin s and 'assts materials shall conform to AWWA C-900. All DR-21P i e sou lin s and fittin s shall 1 9 PP ~ P 9 9 Street name signs and att be adaptable for use with cast iron pipe or ductile iron pipe. Storm drainage pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be control or information, sha signs and other sign materials and installation, when required for vehicular and/or pedestrian traffic ISLAND WAY CONDOMINIUM iformation, shall conform to the governing agenc~ls requirements. reinforced concrete unless otherwise shown an the plans. All four inch P.V.C. water mains shall be DR-14. The DR-14 P.V.C. pipe shall be designed in accordance with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-8 virgin compounds conforming to AWWA SITE CONSTRUCTION SPECIFICATIONS The trench widths shall be as narrow as possible, and bedding shall be well compacted around and above the haunches as C-900, Table 2, P.V.C., 1120, DR-14, as defined in ASTM D-1785. The pipe shall be color coded with a stamp thereon required to stabilize the pipe. denoting a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials THE GENERAL SCOPE C shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-14 P.V.C. OF THE PLANS. SOME SAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH ON THE PRECEDING SHEETS CLEARWATER PINELLAS COUNTY ' ',"yw~~~:~'~'i'!~`', FLORIDA ANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE UTILIZED ON THIS SPECIFIC " ~ ' ' Installation shall conform to the F.D.O.T, Specifications, Sections 125 and 430. All pipe shall be installed with proper couplings and joining materials shall conform to AWWA C-900. All DR-14 pipe, couplings and fittings shall be adaptable PROJECT. fittings at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends and/or rip-rap for use with cast iron pipe or ductile iron pipe. PREPARED FOR: DATE: JUNE 30, 2005 APPROVED BY.'~ "UGC;, r~~;y with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap shall conform to the ' MR. FRANK SALVO DES.: T.G. Radcliffe ` ~ ~ r,, ' i . plans or F.D.O.T. Specifications, Section 530. All pipe and appurtenances (structures) shall be clean and free of debris All P.V.C. water mains six inches diameter shall be DR-18. The DR-18 P.V.C, pipe shall be designed in accordance with 215 nrr~o~oilonLEcNORiz~,~ DRN.: DNC , T C ~ ~ . uDOn comnletinn. AWWA C-900 standards. P.V.C. oioe shall be made from Class 12454-A or Class 17454-R virnin rmm~niinrlc rnnfnrminn ti•n AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM D-1785. The'--pipe"-shall be color coded with a stamp JI. fGICRJUURVI fL IJ GKD.: ?w Circular reinforced concrete shall conform to ASTM Specifications C-76, Class III, Wall B. Elliptical concrete thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit 23 degrees Centigrade). The and pipe pipe shall 9 9 pipe, fittings INDEX OF DRAWINGS Phone: (727) 321-8111 SCALE: AS SHOWN S. , , 'AN LOVFRAS.. conform to ASTM Specifications C-507. Gaskets shall conform to F.D.O.T. Specifications, Section 942, the specifications of P.V.C. shall conform nithe NSF specifications, and shall bear the NSF approval label for potable water. The DR-18 ASTM C-361, and the manufacturer's recommendations. Circular and elliptical pipe lifting holes shall be permanently mortar .V.C. couplings and joining materials shall conform to AWWA C-900. All DR-18 pipe, couplings and fittings shall be SHEET No. FL EtdGINE WCENSe .No.` PE'8508 closed before backfilling. adaptable for use with cast iron pipe or ductile iron pipe. 1 COVER SHEET DESCRIPTION JOB Na. 33895 FL SURVEYSR •&"'yIARPER. LICENSE No. LS 1].7 2. EXISTING CONDITIONS PLAN LLOVE RAS BAU R & STEVEN A All round reinforced concrete pipe joints under pavement, driveways and sidewalks within public right-of-way shall be V J S3.-----------LAYOUT AND EROSION CONTROL PLAN 4. COMPOSITE CONSTRUCTION PLAN wrapped with Mirafi 140 N filter fabric, or equal. Fabric shall be a minimum of 30" in width and centered on pipe joint. 5. PAVING AND DRAINAGE DETAILS ENGINEERS - SURVEYORS - PLANNERS 6.----------- WATER AND SANITARY SEWER DETAILS Phone: (727) 784-3965 ALB 0000208 Fax: (727) 784-8153 7. SITE CONSTRUCTION SPECIFICATIONS 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33895 i i I i SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST ~ CLEARWATER ~ ~ --r,~-~- ~ ~~o~ W U { ~ OI RD VERED ASPHALT CO Jm U ~ _ ~ 4.82 GRATE E . INV, E. = 2,44 - 0' 10' 20' 40` ~ ~yo~ 19 W. = 2.59 I INV. 0.32 INV. SCALE IN FEET C~ D.I. 12 R -~1. D ~ ssD . ~ GRATE ' E1w = 5:55 " ~ IN, E.= s- c r sr AVEMENT V 3.22' _ 5PNALT P I - ~ A NV. N, - 3.37 60 ~_r.,..~ . ~ r. pp Q DRUID RD ~„_..,,.»..,.-.•..r . , ~ , , ~ - T.B.M. # 111 u,!-~.F, _ I ~ ,-e~' G 11.• ..C.,,~t.ll r - 4.32 1 1 a~ II EL V ~ O 111'11 ; VERED ASPHALT N ' uJ CO 2211 ~ p ; r, 11 ILLEGIBLE Y ~ 13 o D. DISK ( ) BELLF~JR ~ ~ .T - 11 WALL CAP ~ ` sEA ~ f .0•P., 3I4„ I _ , ~'"~.`r...rr.. , 0:00' P) ~ F - 05 M) 20 Vicinity Map No ~ 201. _ - ~ # ` ~ 14" _ ~ oo EAST CORNER I I NO T 5 101 _ Not To Scole ~PLAf^ o ~ r ~ ~ OF LO PILINGS I a RIN S-PER 1510E _ ~ ' L cn BASIS OF BEA N,$5 _ ~ - NC. WALK ~ ~ ' i r CO 30 I ~ ~ 17.7 i as 5• s;tl' I ~ CONC. ' I ; • ~ o.z' PLANTER ~ Y 50 00 , . I W WM L o.e' ~ I a ~ ~ WM WM ~ -J eo.i T1=R . w Q~ I 25.4 PLAN DESCRIPTION; ~ • CANTER a • ~ .P PLANTERS ~ Z A/C UNIT ~ ~ o z I I ~ a~ " W W o LOT 4 o I 3 ui ~ TWO STORY d ~ I w~ o 0 BUILDING I o I' w .~6 4.0 ,o' zl N Lot 4 of UNIT 2 ISLAND ESTATES OF CLEARWATER, according to the map or plat thereof as recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida. ` . ..I ~ 5T FL. EL x e a a U ` ~ a- U' LOWS -L ~ 6:21 `r? z ~ AGE F L. o e ° > z w.-, o GAR r,~• I U o o ao . I ~ 1 p, ~ o00 oU AND: STAIRS• • W ` I SIGN W 1~ °oo I w t0 O'.' b, ~J LOT 5 ~ I w a 2a.a' cav~~ED coNC. --r'`_' ~ TWO ;STORY w I ~y • _ I ~ l :•~_.Y~^~ ~ ' STAIRS ' w ~ M~ DUI ' a Q uoi w' in". N WOOD DECK w/ 3' HIGH RAILING 0 I , . o. 6,66 • J f : • . • ' . • LOWE5T ,FL. EL. >c z o_ • \ ~o°~r EAST BOUNDARY Lot 5 of UNIT 2, ISLAND ESTATES OF CLEARWATER, according to the map or plat thereof as I 1 ~ 1 I •.•Y \ ~ OF LOT 5 . . , a moo. LINE recorded in Plat Book 47, Pages 19A and 20, of the Public Records of Pinellas County, Florida. ~ r7~ PLANTER " e,p~,< I } ~ .COLUMN • o.. ~ ~ ~ II II z > ~ CONC.' rn o ~ WOOD CATWALK I ~ ~ ~M~° a , : ~ . : ' . ' LOT 5 ~ ` ~:.~-,-'~y ,..~0.4' E..• • Iirnliz~f: •C0®.• W~ IV°~=m 'a 1 ~ " - L : a; . . N I o ll ~ . • • . : " ~ ~ o N ICINGS • . J ~ s . o U m • ' ~ , , t~ z .PLANTER Q ~ COLUMN , oca _ t~ a 13 Z r 1 I ; .~0.6 E.' UMN ~ ~ b.a' x o.T STORAGE AREA I" > o FND. DISK ~ ~ N I } COL - o ; : \ , ~ a UNTaU IN O o tnM A/C 3 I .I. ~ ~ yll GE I ~ 2 1.. INA OUTH T RNER (ILLEGIBLE ° c0 I- 1 o : 5 WIDE DRA ~ a S O d' 18. ` = CB ASPHALT " CONC._ WALL " UTILITY' EASEMENT ~-~WM ' •6! o.t 1 iv OE LOT c0 00 ~ ~ 0 ~ - ~.PAVEMEN7 ! ' P.IAT :-PLANTER.•. 00.00 ~ tf') Qj ~ l; - TOP EL. - 4.37 . ~ - N a O 1i= a O ~ ~ INV. E. _ -0,45 J' 11 - - -tn ' p • • ~ :'PLANTER ~ ~ o II r- II N w I W INV.' W. = -0.76 F.O.P., 1 - •N.86°16 27 E. - ~GA / 'NO # _ - PP a 2111 r7 ~ ~ p - G 1.,,,41 w a o~ w N ' w ; _ _ H CONC. WALL > N 3p . R_.;,C:P~ _ ~ 1 HI ~ ED ~o a.- . I II D II 1 ~ r•.r~..°.~r1::i WW W 1~ ~ a~?U 3~~ n. WALL 2-PP .T~-;• ~~i: r ~•U,t;:':',~,l..,. ALFA o~ o III a a~II ~ . END OF RW WM a w ~ O ~ ::I b'.il: ~::;T1~, ! C:,; ...1 ~ w ~ x W o o r rn o C~ U U fO 11:.0 W. x....1,1 zN w T.B.M. 1 c:~ a? ~ ~ ~ ~ ? o o v- o . N? Q U U z ~ _ # c:~ t,~ .,~:~.t ~ - o ~ moo' a zoo > a O ~ ~ EL. 5.94 , , • • STORY i~ ~ TER : ~ z' ~ o~Z z I ~ I ~0~, ,,fp M ~ ONE NG W ~g PLAN ~ ~ w, oF- ~ WOOD DECK w/ 3' HIGH RAILING - ~ , tp _ a ~ - MASONRY BUILDI 5.35 °°-1= a a ,:y_-----°-- ` O, , ~ LOWEST FL. EL. 45.8' 5.0 J 3 0 ~ ~ ~ r.. O N d, ~ a . ..W . , ~ ono • c : ~ 11 3. - ~z.r Ala 0 1 I d'cOO~ a;~33.4' 9 ,t u~ ~ ~ ob ~ O~< ~ NTER b. STORY ao~ ~ rn~ ~ ES MHO II ~ II Z ~ PlA ~ ~ N TW0 ILOING ° a ° ~ z ° 3 SPACES PLANTER MASONRY: BU ~ . • . °z ~ ( _ v; • ..s a EST fL: EL. = 5.86 ~,3 ~ LIMITATIONS F ~ I ` ~ II o II o ~ _ ~ o' LOW ~ z cn ~ a ~ ON DOCKS ~ a O ~ t w~, a o~. ~ ~z O U 0- . ~ ~ 3 HIGH o b '<te t~ ao~ ,r ~o I I CON . ~ T m N t0 rn a ME`fAL POST5 a ti .CONC. U: v z v coaoi° ~ 0 0 0 ~ , g.o z 0 0~ 0 1 umuz ~ 'O Ilrnuzl aF I . v 1 ED CONC.. tz.a 0 U o TITLE COMMITMENT NOTE: I { ~ I rn o z COVER ONE 5i, , I zo PILINGS ~ + \ Q ° II ~ II o ° ° ,MASONRY BIjILDING iF, b ~ II ~ II I o J THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT, No. FA-C-8631, ISSUED BY FIRST AMERICAN TITLE \ 3 ~ 1 i . Iw x • >t o = m C. WALL b • ^ LOWEST FL. EL. = 5.34. , ~ s.a oUOOi mo ~ ~ ~ a v U _ .CON. ~ PLANTER ~x . I INSURANCE COMPANY, EFFECTVE DATE APRIL 10, 2005 AT 8:00 A.M. a ~¢oU ` w I I rn 1 z R PACES ~ o° N ' P o pLANTE 3 5 x. : W AND No. FAC-8630, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, EFFECTIVE DATE DECEMBER 17, 2004 AT 6:00 A.M. ' ~ li W 1 Z Q 0 7 ;o~ , m'; rn I .1 ° ° 45. , ; W o w 30 I ( [Y' J Z. 9 36.0'' ~ 1 .0` N b Z'~'; ~ I ~ o ti 33.7 a ~ ~ q z ~ m _ a g 10' I ~ ~ CONC. 24 ~ 5,r v ~ a z ¢ 3 HIGH r~ ~ w LAY PIPE o ; o I ~ , ~ ~ \ CONC. WALL pIANTER ~ ' 7 ~ rn ~ ~ DRAIN 4 C = 2.42 CERTIFlED TO: 0 1D COVERED a~ TOP EL. = 5.29 INV. ~ QT\4 0 = 3.79 BOOS DEVELOPMENT GROUP, INC., A FLORIDA CORPORATION ' A NV~ OUTHEAST CORNER t0 N N \ 11 0> ~ r7 " ° g°o OF LOT 4 AND 15 PLANTER.. ~ H _ 2-WM 1' HIGH CONC. WALL ~ ~ 00::00' P) - ~ FND. "X" IN SEAWALL 11 _ 01.05 M) ;,z ~ FIRST AMERICAN TITLE INSURANCE COMPANY • 2 ~ 22 0 ~ _ ~ _ - u , r, \S ~ SEAWALL CAP I • • 50.00•; , END OF 1 HIGH AND • S,87 17:43 W. ' ~ ALL 0.4' N. BRYAN J. STANLEY, P.A. / / CONC. W AND ~ °ASPHALT PAVEMENT f Ci.. •~t-' I ~ ~ ~ RICHARDS, GILKEY, FlTE, SLAUGHTER, PRATESI & WARD, P.A: CONC, WALK p LP • CONC., • . / _ • SURVEYOR'S CERTIFlCATE: - ~ ' 1 I HEREBY CERTIFY THAT A SURVEY OF THE PROPERTY bESC,RIBED HEREON .a a-•o ~ z COVERED CONC, ° 0 R I G I ~ A L WAS PERFORMED UNDER MY SUPERVISION ON~ MbY •13' 2005~'•AND THAT IT COMPLIES WITH CHAPTER 61G17 - 6, F.A.C>,".~~,•;`ti • `%,r; ; THE PROPERTY CONTAINS IMPROVEMENTS AS»`SHOjNN HfiRE01~ aTHERE. ARE I NO VISIBLE ENCROACHMENTS EXCEPT AS :SHOWN. ~ ~ ~ , u~ FOUR :STORY - J• fvfASONRY `13UILD1 RADIUS = 5410.00' ' u u + tL"2" 2U05 ARC = 342.87 CHORD = 342.82' SANDY LLOVERAS ; ' • ' ' ' ~ ~ j FLORIDA PROFESSIONAL SURVEYOR AND MAPPER No, ~S';~dbr2~`~~`` , \ .,_,y rA C.B, = S.00°53'20"E. THIS SURVEY IS NOT VAl1D WRHOUf THE ORIGINAL RNSED SEAL ! 1 ~ I t I I i 1 AND SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ~ ~ i . _.1 :J,:J_..J. THE FOLLOWING IS A UST OF EXCEPTIONS INCLUDED IN SCHEDULE B-II OF THE TITLE COMMITMENT No. FA-C-8631 ISSUED BY FRST AMERICAN TITLE INSURANCE COMPANY EFFECTVE WINDWARD PASSAGE SSE DATE APRIL 10, 2005 AT 6;00 A.M. AND TITLE COMMTMENT No. FAC-8630, ISSUED BY FRST 0.096 ACRES MORE OR LESS AMERICAN TITLE INSURANCE COMPANY, EFFECTVE DATE DECEMBER 17, 2004 AT 8:00 A.M. 1 B-18-05 ADDED ELEVATIONS KB RO tt. 9. Restrictions, which contain provisions for a private charge or assessments, recorded in No. DATE REVISIONS DRN. CKD.APP. O.R. Book 256, Page 675; as modified in O.R. Book 1699, Page 683 of the Public Records of Pinellas County, Florida, but deleting any covenant, condition or restriction ABBREVIATION LEGEND ADDRESS NOTE: THE ADDRESSES FOR THE SUBJECT indicating a preference, limitation or discrimination based on race, color, religion, sex, ISLAND WAY CONDOMINIUM CB = CATCH BASIN PROPERTY ARE 125 THRU 143 ISLAND WAY. handicap, familial status or national origin to the extent such covenants, conditions or CL or ~ = CENTERLINE CO = CLEANOUT TEMPORARY BENCH MARK ~1 restrictions violate 42 USC 3604(c). (BLANKET IN NATURE -NOT PLOTTED HEREON) BOUNDARY, TOPOGRAPHIC AND TREE SURVEY CONC. = CONCRETE ELEVATION = 5.94 D.I. = DROP INLET FLOOD ZONE NOTE: SET NAIL IN EAST SIDE OF POWER POLE DIA. = DIAMETER SURVEY LEGEND THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE AE 2-28031 LOCATED 'OWER POLE 10. Provisions of the Plat of Unit 2 Island Estates of Clearwater, recorded in Plat Baok 47, EL. = ELEVATION TREE LEGEND EL 11 ACCORDI G # AT THE NORTHEAST NORTHEAST Pages 19A and 20 of the Public Records of Pinellas County, Florida; including, but not PINELLAS COUNTY FLORIDA limited to the terms and conditions of the reservation of the right to build dock on PREPARED FOR: DATE: 6-30-05 APPROVED BY. S.I.R. SET IRON ROD 5 8" ( ) N TO FLOOD INSURANCE RATE CORNER OF LOT 4 ES = ELECTRIC SERVICE / SYMBOL ~ESCRIPiION MAP COMMUNITY-PANEL NUMBER 12103C0102G, FL. = FLOOR F.I.R. FOUND IRON ROD, 5/8 INDEX DATED SEPTEMBER 3, 2003. TEMPO the submerged land no longer that 30 feet from the seawall of the platted lots. F.P.P. RARY BENCH MARK ~2 GA = GUY ANCHOR = FOUND PINCHED PIPE, i" 0 OAK ELEVATION = 4.32 (BLANKET IN NATURE -NOT PLOTTED HEREON) DES.: MR. FRANK SALVO t I-IR - I-I(1CC RIRR F.O.P. _ rni uin nnr.l ninr a /.u ~d ~..~~--L L- -`J _II J.. . _ , , . DRN.: KB {A yy FND. - ruurvu uruv rir~,/r p PINE INV. = INVERT = FOUND TOP OF DISK IN SEAWALL LOCATED AT IV = IRRIGATION VALVE #1N0. = NUMBER 0 PALM FLOOD ZONE ELEVATION NOTE: THE NORTHEAST CORNER OF LOT 5 LOT 5 al"ML lV uny ?rio au res,uuai royany ngnts or t,aastai retroieum kompany' or its L1bZ 14tH CIRULL NURIH CKD.: RO CATED AT assigns, resulting from any agreements with the Trustees of the Internal Improvement ST. PETERSBURG, FL 33713 „ Trust Fund of Florida, which does not include the right of entry for the purpose of SCALE: 1" =-20' SANDY LLOVERAS LP = LAMP POST P.O.B. = POINT OF BEGINNING CEDAR THE F.E.M.A. FLOOD ZONE ELEVATIONS SHOWN HEREON ARE MH = MANHOLE P.O.C. = POINT OF COMMENCEMENT BASED UPON THE NORTH AMERICAN VERTICAL DATUM. GROUND, exploration, mining or drilling. Phone: (727) 321-8111 FL ENGINEER'S LICENSE No. PE 8508 PP _ POWER POLE O.R. = OFFICIAL RECORDS ? OTHER AS NOTED STRUCTURE, AND FLOOD ELEVATIONS MAY BE COMPARED AND/OR (BLANKET IN NATURE - NOT PLOTTED HEREON) JOB No. 33895 FL SURVEYOR & MAPPER LICENSE No. LS 1762 PSP = PHONE SERVICE PEDESTAL P.B. = PLAT BOOK R.C.P. = REINFORCED CONCRETE PIPE (C) = CALCULATED SIZES AS SHOWN REFERENCED TO NGVD 29 BY APPLYING A STANDARD CONVERSION BENCH NARK NOTE: 15. Subject to the rights of the public to use the waterway set forth an the Plat of Unit LLOVERAS BAU R & STEVEN S SHEET RW = RECLAIMED WATER (M = MEASURED FACTOR. TO GET THE CONVERSION FROM NGVD 29 TO NAVD 88, ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY NOTE: ONLY TREES 4 D.B.H. OR LARGER ADD 0.88 FOOT TO THE NAVD 88 ELEVATION. THE 0.88 FOOT BENCH MARK No. 144, ELEVATION = 12.607, NATIONAL S COUNTY 2, Island Estates of Clearwater, Plat Book 47, Pages 19A and 20, Public Records of *7- 1 WM = WATER METER (P) = PLAT HAVE BEEN LOCATED AND SHOWN. VALUE IS AN AVERAGE FOR THE ENTIRE COUNTY. GEODETIC VERTICAL DATUM-1929, UNADJUSTED. 7, NATIONAL Pinellas County, Florida. ENGINEERS - SURVEYORS PLANNERS OF FED. (BLANKET IN NATURE NOT PLOTTED HEREON) hone: (727) 784-3965 #LB 0000208 Fax: (727) 784-8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY ,may, 4013 No. 33895