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FLD2006-01001
• Clearwater U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARI ED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ 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 Comprehensive Infill Redevelopment Project (Revised 04-05-05) ORIGINAL RECEIVED PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) ?I /n? PLANNING DEPA APPLICANT NAME: ? ,,4co r /fir CITY OF CLEAR' MAILING ADDRESS: DO PHONE NUMBER: 77. 7 y H 6 V I I FAX NUMBER: 727 4t-4 -7 -z-i 3 I PROPERTY OWNER(S): loo y I V'.,I,-cA-W t 1 17y-et -- Luc- kue -o f ArC,LVI p (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: ?Gl ?l/Vl t? er 5 `n MAILING ADDRESS: 9 1 -7O Ov?1??lvr5? f?. 3? PHONENUMBER: 72'7 5g7 7100 FAX NUMBER: '7 ZZ,-7 5cf6 -711,23 CELL NUMBER: 72-7 30 y I b 2- E-MAIL ADDRESS: VVtV °Y^6 4' VLe { coVi.t • CUw\ 01^+V - ?L ?r Page 1 of 7 - Flexible Development CompreP Lensive Infill Redevelopment Application 2005- City of Clearwater '"7L SLrctvt?v? to'k \ • "fie bv,1AXV? i 4 :,&Vr ? L4&k IV%- uvt,V ?e?bwc{,c?, 1`Gc?vLI tout ? Ivikrior- ?twl5cc???ri? I root I0070 ko 2.7 C'76 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202-A) STREET ADDRESS of subject site: I oo `'I IcA,, %k cuvld 12-, block 13, yUbdw:Sw o bloc.tc5 Ib uH.d ?9 0 - V14 4m-0 ?t LEGAL DESCRIPTION: ?c?r1c ot5 recorde_A :'A J?kuf bvoy IC 2-S oUbL?Lrecor-d5 m? RVIC1ICAh(v (if not listed here, please note the location of this document in the submittal) PARCEL NUMBER: Io •4 t 1 : 2Z 2 It 5 0.cre5 tor•- 17-+ LZ/24 t 5 1050150/0 1 *5- C &1$0 bc?• +• - .15 PARCEL SIZE: ly} 12- 6 760 sq, • F -i • 1 $5 ,-p s (acres, square feet) +0 te4l 1 Vb 00 , ('t , - 3l acv e? PROPOSED USE(S), SIZE(S) AND VALUE OF PROJECT: CK4,e 2T 333 -•?A (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): J,e- 6U c-k, Ovt UY (n? E ?? 52 ?u?. ?, o vL, I (?? AO Zr I?C'V ? fY?yt tU Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) ?? ?p?,,?„?? re d?c? ?yn o ?r IJJ r?Ll. Se?bt? lc ?YC1viti _O ? 50UAVL 6e,•46ut L y r -tog, 3' ?or ?V d?caf?o vt o? ? ?ckb ?CbM 10 ` • n -I-rtuSl.? ??cl 201 46 4 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT XCOPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTIN"k?V"' geve page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3.913.A) wCIV OF CLEARW ? 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 wh locatdd. 0 Cove (WA p_ cwwk 4?i-6-- kCA. a 5;,?u%iwr ?c ke- bgt 1 ??y?? kd surm?tn.ai?ow ?'dri? r??r? ?'Ju?jt??!'t?_?C? lrieo5idet?Les cwLd i?w? l c: C.kt&ruc. k f- ; vL t•Vte- L*," ?F' 1?<x- Wtc?-max i ?? 5 W?1.? C?rc???"?G L?V?) ?,?Cwts° t11,1014; 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. 11tie c1.?r,'c.-VL uvI d 5 care cue y? 1 ? r? w?LC1 -?? ,Pvn?py5e ; ?C1 Vd i vy. ?..>; Il } t•twLd e -tinter' v" > e c ? \ urn. c?eye ?+?t?e?c-}, (:.fit' I,t ??s JJ_ ICUbr.'?,'-?- cAVT ecA"&1 C } w?r 11 vtp + ? vvt %2 c,+ 1y- CAVL u ?. r? vvL r) vto. y ,mil u? s T r 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. axd cqAe5 ybke. CL t y&V i dt_ CkC leCkVg_ eyLv.y- Me y ?v y- o ? ce vs. 4. The proposed development is designed to minimize traffic congestion. t VLe V Se. O t Gt , l VU A to ?- rrx. "t (-OAn A 'P X i -? TV '? ?l 4 o 1AA l V.?° e YJ iyLe ty? Owt rrA??? C ?-n a? ivt tyta LMT wl 5. The proposed development is consistent with the community character of the immediate.viicinity of the- parcel proposed for development. - r'L? 10Y?}?C??iG d Y?JV1`? 1vLC? 4 sp (- b1cuy-r(' VL-k L-) i?VL 41?e ?jU??Z7V Y? r\ 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. 11 ` L V '? 8 C wLA 6 cca p etc, 1'> GL"? du i 1 h &y 11 ?e? T r c A-t ye C,tV? vt_ 't?-? r P ir in ?-n L t? Sit C?.C fir, y5? c ? ?yt t u V'1 SL,v (oi???f r ??fn G.YT_' ?? o Vt_l a yg2c.rc,-k "y-l ite, vLVrwtc?J 5i VLC I?LC)vr_5_,rtvt Sloe IAA kti.P_ 4-,-rA4,L. CAL4-1 A,Ic ?),,e ii'? ? ?C'? SU'm-0, , Wn.A- I VAC\Q&C ra ?r G,?YWvL? . Uv i-} ?1,t;v?1? Svttie.ll c?? ??rt t tom.. ? Ca ich it is ? Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable) - Explain t14& each criteria is achieved in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. L A-%k k D v? f e-d%) c k- % o vt. , ? vt, ?In ? 5 e k? c c 1c c9 ? t.?e care u??t cab t g- , ?? wt??-? k]?e- ?ar?.y vtq t'?e.a.,ire??.ri-?5. ?wt,e.`1 ? ? wt t? t?k 5 . ?C \c,?tn,? 5 c.? ? t G?\'? p d ?n?e?????1,avt,-k-'a? ?vt_c,\u??vt.c, L? vv5, Page 2 of 7 - Flexible Development Comprehensive Inflll Redevelopment Application 2005- City of Clearwater M ? 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) lu? aplDfa,c. 52(0,0 Vt,-Joe_oF loo- 11 ' J'05'5'`03 I0 1-Z' ? ,9( , ?o-4c11 ;.?" -ovP v & Jvue o? ktn.c5 ? Z? cued- ?-?} tvtn?Y?yove.vtievt?5 will o„ I.1?,, e??tLta?-•?? 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. ORIGINAL RECEIVE ? ices c?? ?Orr,M;+1-e? tv<-k12e- 6V?" o ec?.rr Y"Aer . MAR 0 9 2006 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. PLANNING DEPARTNIE `nn r ez)YK +i 1010- LA-Iii-? 41e_ r vvu.(l r F CLEARWATE 5 avid " Cle. t.u e 5 cL, ; E c? vc? t 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. -f'ke O W YI.C.-'(- VL,P1°_ ? CA'?'1 O.-A yL`? 10'J 'V0 Ovt r'? klAe K C LY'CetL.+l b 1,Jvt -?o r C.. g, w4 Gcsr 06 e . TLe. y-e C.X vv-- t o A-Lt e .?' a, ? ?r,?cevt,?- ?ok5 ??t??1?le ?rar use 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. "Cln,e \p ,% -? At ?J C. L d ?s CA k-, v tn- A e rk e en -? Gpv?t wty ?, : +? w ; }lam k5 ?h Scams J o-v ;'V vo rove 5 A\Ae &VI,d overall ?co?e-. 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. -G,e, oc1-rac??ve ?or.?-? o? -?•+x ?wrb?pa?d des c?5 t..ieLl c?5 ??s l uwl 1 ?2AAk ; . L'1? ovtCj y5 i v e -?p vyze C"Yeo. cvrt d Lt e. co wt VV 'V vu, ?' ? ctiti we U 0,4? 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. FA C,x \* W 1. ; ?- ; vt- re c o, Yre d 5e kc t1c- > 15 0 ?-?e-? b e -}A,& c, y u.-l ; n "CC6 y? ?po o? + ?v?ldavlf? cwt-8 k lcund?Cc,?)??:ric, 9. Adequate offstreet parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. /"ftite I?.s-1 d1vtc? YLO-' 7 `O(Cfk-keJC? ?n C?- Tovr?b} Q??4 r ??+ o c 1l0 W ?i.-?0 Wt't- L7.?? r?G'? acs. (ut? tr.. Page 3 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater 0 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that inN addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stonmwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. - Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to Issuance of City Building Permit), if applicable ? Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included J 'Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ORIGINAL ? SITE PLAN with the following information (not to exceed 24" x 36°): RECEIVED All dimensions; - North arrow; MAC 0 9 2006 _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ Location map; _ Index sheet referencing Individual sheets Included in package; PLANNING DEPARTMENT _ Footprint and size of all EXISTING buildings and structures; _ Footprint and size of all PROPOSED buildings and structures; CITY OF CLEARWATER All required setbacks; All existing and proposed points of access; All required sight triangles; _ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Page 4 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater • Location of all street rights-of-way within and adjacent to the site; T Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot Interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701); Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; _ _ Location of all outdoor lighting fixtures; and lk id 1 ewa s. _ Location of all existing and proposed s /( N fu\ ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: _ Land area in square feet and acres; Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; i Size and species of ail landscape material; _ Official records book and page numbers of all existing utility easement; - Building and structure heights; - Impermeable surface ratio (I.S.R.); and ORIGIN Floor area ratio (F.A.R.) for all nonresidential uses. AL _ RECEIVED ? 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; MAR 0 9 2006 One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; PLANNING DEPARTMENT Location of all earth or water retaining walls and earth berms; CITY OF CLEARWATER Lot lines and building lines (dimensioned); Streets and drives (dimensioned); T - 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 abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; _ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas Including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED LANDSCAPE PLAN to scale (8'/Y X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 5 of 7 - Flexible Development Comprehensive Infill Redevelopment Application 2005- City of Clearwater 0 9 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 Redevelopment Project or a Residential Infill Project. ? BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'/2 X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) PLANNING DEPARTMENT L3 Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: CITY F. CLEARWATER • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle Gips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Depadmentfs Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. tW Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application- Signature 011roer or representative / E 13 R V a-X A.D. 20E (o to me and/or by - t7 is personally knowrrnas produced ' as entification. Notary public, Mm commission expires: / - &, o20O g' r ,??•-:Notary Public - State of fbftda KCL EIVED + MyCctrlrttbsiont3?i? avM,,2008 '?, d, •' CommWIon * DD341571 MAR 9 0 o c7 ?oV Page 6 of 7 - FI ent Application 2005- City of Clearwater PLANNING DEPARTMENT CITY OF CLEARWATER STATE OF FLORIDA, COUNTY OF PINELLAS "Ail) to and subscribed before me this ? - Sworn day of 0 Planning and Development Services arwater Clearwater, Florida 33756 Cle' E3 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 1 COPY OF THE ORIGINAL APPLICATION including folded site plan 0 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: / SOUTH: / WEST: / EAST: / COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revised 9119/2001) D. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-1001) APPLICANT NAME: 11 P1.? r Arc,Lvt1A n MAILING ADDRESS: 01 7)tnw A 156 e. Lle t?r?,,?ct?er ?t_ 3371.x..,7 ORIGINAL -?j IF ?" 21?CEIVI:G- PHONE NUMBER: 7 Z7 +4 (o 2-111 " FAX NUMBER: MAR 09 M PROPERTY OWNER(S): 10011 I V ?7 ?cG? W ?? G` to-r??- U-(, (Must Include ALL owners) PLANNING DEPARTMEN' T ? ,.,r, ???LEatzWATER AGENT NAME: (Contact Person) J:At ""V Tt'J?J MAILING ADDRESS: C A'10 0 C,t.?. to rb-? a A, ?kG 313 PHONE NUMBER: 72.7 1 7 7 100 FAX NUMBER: 72.7 Sys '7 138 The landscaping requirements of Article 3 Division 12 may be waived or modified as a part of a Level One or Level Two Approval, as the case may be, if the application for development approval includes a Comprehensive Landscape Program, which satisfies the following criteria. The use of landscape plans; sections/elevations, renderings and perspectives may be necessary as supplementary information in addition to the information provided on this worksheet: Architectural Theme. a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. ti-V? e 1vt. Lor0em--a! LH ivt- ae'sAC?V.__?v? ? ? ,e._ ov -t-t" -tev<v61- 5. " C 100 South Myrtle Avenue Telephone: 727-562-4567 _ Fax: 727-562-4576 7-562-4576 t? Page 1 of 3 • OR • b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. N 2. Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. ORIGINAL RECEIVED MAR 0 9 2006 eU,NNING OF CLEAWA ERT Page 2 of 3 PW1 jtl j 6kA ?t G?V%IU . !) At *15 L"e G.Vl ? ?1GC?-?Vt 't' 1 5 w. 4 11 4. Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Sle D? ?_Itf7?O?C? ?Ln?- i ?l CxI/l C b,e e- ,Ck t car.` o ?(' Sc .e tti G_ c -0 c r . dk 6 r . ORIGINAL RECEIVED MAR 0 0 2006 PLANNING DEPARTMENT CITY OF CLEARV'JATER Please return checklist for review and verification. Date: 9-005 ( ignature of applicant S: application forms/development review/comprehensive landscape program application.doc Page 3 of 3 t- • P=ared by and return to: Gary W. Lyons, Esq. ORIGINAL Attorney at Law RECEIVED McFarland, Gould, Lyons, Sullivan & Hogan, P.A. 311 S. Missouri Avenue MAR 0 0 2006 Clearwater, FL 33756 File Ntunb.er:. 250204 PLANNING DEPARTMENT CITY OF CLEARWATER 1 [Space Above This Line For Recording Data] - Warranty Deed This Warranty Deed made this 19th day of July, 2005 between William Edward Osteen, a married man and James Edward Osteen, a single man whose post office address is 2008 Madiera Avenue, Dunedin, FL 34698, and Thomas Lee Osteen, a married man, whose post office address is 12831 Marsh Road, Spring Hill, FL 34610, grantors, and 1004 Tuskawilla Street, LLC, a Florida limited liability company whose post office address is :801 Snug Island, Clearwater, FL- 33767, grantee: (Whenever used .herein the terms "grantor" and "grantee" include all the parties to this-instrurnent and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) - Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO1100 DOLLARS ($10.00) and -other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida to-wit: Lots 11 and 12, Block 13, SUBDIVISON OF BLOCKS 13 AND 19 OF MILTON PARK, according to the map or plat thereof as recorded in Plat Book 10, Page 25, of .the Public Records of Pinellas a. County, Florida. Parcel Identification Number: 22129/15/58086/013/0110 and Parcel Identification Number: 22/29/15/58086/013/0120---- i A? Grantor warrants that at the time- of this conveyance, the-subject-property is not the Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Grantor's residence and homestead address is: 2008 Madiera Avenue, Dunedin, FL 34698 and 12831 Marsh Road, Spring Hill, FL 34610 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land;. that the grantor hereby fully warrants the titie'to said land and will defend the same against the lawful claims of-all: persons whomsoever; and that said land is free of all encumbrances; except taxes accruing subsequent to December 31;;2004. -, -- - - DoubleTirne® • - -- -- - State of Florida County of Pinellas The foregoing instrument was acknowledged before me this 19th day of July, 2005 by James Edward Osteen, who L] is personally known or [X] has produced a driver's license as identification. [Notary Seal] Printed Name: "y r GARY W. LYONS My Co _ OMMISSION 0 DD 099077 EXPIRES: July 9, 2006 1 ?Nf, Bonded Trru Notary Publle U1104Md(ere o Planning Department IeArw 100 South Myrtle Avenue 13 C a Clearwater, Florida 33756 Telephone: 727-562-4567 u Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans ? SUBMIT APPLICATION FEE $ CASE #: FL b ZC)D(o -01001 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 12/30/2004) ORIGINAL - PLEASE TYPE OR PRINT - RECEIVED A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) J111'll A f' PLANNING APPLICANT NAME: al:4'?vC fk?C'-"tC"n ?r f MAILING ADDRESS: D? ?7vtVC.t, ?j e u Fl?r t .?U? 2k FL -67( 7 pPHONE NUMBER: 7Z-7 `H (,p Z11,1 FAX NUMBER: 72-7 L41-47 Z-131 PROPERTY OWNER(S): too '4 L4c VO1 tic& 6+ fee A LrLC' (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: TG? y M. ( P Y -t:' MAILING ADDRESS: Ct I 10 00,kkVY1-1 7 i Or_ FAX NUMBER: 77,2 54?-5 -71S6 PHONE NUMBER: 72-7 .5q? CELL NUMBER: 77.,? L13 n -i I S2- E-MAIL ADDRESS: ?u eys o r-g-k - '-K . ytt 1-coWL. coves B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: I OO L4 TU?jI2CtW 1 l c.` 5 E- lo*s 11ar•d I7-.,bloc l.- 13to-1 o blocks 13 c.Kd 19 C> v(/LiI}ou LEGAL DESCRIPTION: a -; k QA$, r+2.c0?[IN 6 '14 VIc. k- onb- ICS oCaivt-rLLAS t (if not listed here, please note the location of As t document in the submittal) PARCEL NUMBER: l it 22 Z q / 1615-A 0 OI 1 Z lot tz. - 7-24 2-9/15/56086 /oI3 lotto of ? - 95b , .155 ctre,5 PARCEL SIZE: 10 1 1 - 7 [? ' Ir55 0? YLo (acres, square feet) ku•l - 13500 . 31cu n 5 233 3 Su • ?} PROPOSED USE(S) AND SIZE(S): 0} the L)6 c' (number of dwelling units, hotel rooms or square footage of nonresidential use) lue- v'c d o c-4 ? c vL o ?- tz es+ beet lou cb, ? ray vK tic +C> 4-0 r f10.-v tvLC7? DESCRIPTION OF REQUEST(S): RCA VC 1 +b?i 0V -"o VA k sA k6"1,- -Pr!o w? Z6, }p ql cor oc".v 4'4 Attach sheets and be specific when identifying the request (include all requested code deviations; e.g. reduction in required number of parking sp oes, specific se, etc.) IZ dAve litovt oV- 1-kr+V. -,zJ6,CL d' ovtl 2W ?0 V Cor ?wxivtA y&-tA.x VtoK OF rc si- . k r n %_J . el r S I % A I- - - . 11 10 A ..L---- . Z- vrL}v wt c. tvt 4e t'VC4-(-U-5 • Page 1 of 6 - Flexible Development Application 2005- City of Clearwater ? S oa A1l o -05 PT o,,,x4R- • DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable documents) Q C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) O SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTIN? OV)/P94320 e page 6) nt D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) OF IY'+ihATER; O 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. -I w• .}'1 - 444,- S?)r ? 131'e ?rolODSe? ???ld,t? t5 co?-[cur?r?n rru??.d`?ICA Dyt1' '17:'F Dr-LD r-Mr e 10Vi 16,%VtC-k!> OLkIck 'rt?5??et?ceS tyiror?e,rCA-+'ivl6 ?4e- v??cc?ec; ckt5 rAyl.d ckrGln +ecl?"t -- evuCS 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. 'C e-ve-tol?p 0b5PA btu;ldt?-c vts;k 14 ;yL6er 4Vt1er- or- iskuvr deve6PW%e4,L+. 1A ?A-1l r.,?eeQLV ? c.e ?? ,.?•lI VIn - iyt&Vux y' Svr,rc?Jtld???tc? %16-10e44. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Tke_ devetioi2 vty? e?d?t.e_c?e r -?ne 1rt?CAl kl-c or G-1-.j ?? 5??rv?t??trtG? t"f°5tdevt,t5 or ,.,or ? o?b.? ??'? 4. The proposed development is designed to minimize traffic congestion. ?t_ u 5 e. O t c& ?2 Lyi r. L- eyt ?r tAJn cry oule-.d t. VC, + +y -E yt-c. `? ? } vJ ?1\ ?SZe2 P fit, 2 : ?A tp r..c??- c? ?it.. -???+ : ?d c? vt.+ ? vt_ t v?Lv 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Tl-te-yro!eo5e.4- 1ov?1.c1?vt,c. is cpVLCuf re -I-+ w?tlrt tin .vrrvvvL8 )'IQ bu;Ld,n!?S %ze,u6e- utn.d 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Ilrte ayI Ld t ?•C. U-?Ld ekAA rc,?s love cun.d WIL(Df J?erCl, > S vta+?e ele5? K -?o LeSS?? ac.coo5?jC- Zyu r D?'t sutrtroJyicl? 0ole4,.5 11 o vtl u o,?e ru4?s d ?r r ?c? y?o r wt cam! ? v 5 ? c?vtd 6 - -e t CLS kL?e Ms 0J4 ??(?un ;k5 ?o? sl ?? 0??? c? avL S e S ? Provide complete responses 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: Page 2 of 6 - Flexible Development Application 2005- City of Clearwater E) STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria 13 At a minimum, the STORMWATER PLAN shall include the following: L3 COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL C) Acknowledgement of stormwater plan requirements (Applicant must initial one of the following): Stormwater plan as noted above is included Manual and 4-202.A.21) ORIGINAL RECEIVED A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demon ec??ryryy?pl' ith the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does notlr ??¢¢ ?liiy 6s`Antion tc this requirement. PLANNING DEPARTMENT If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. CITY OF CLEARWATER _ Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; _ All adjacent streets and municipal storm systems; _ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; _ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. _ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. (SWFWMD approval is required prior to issuance of City Building Permit), if applicable Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; G LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ( ?) GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) SITE PLAN with the following information (not to exceed 24" x 36"): _ All dimensions; _ North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; _ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Page 3 of 6 - Flexible Development Application 2005- City of Clearwater • 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; T All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; _ Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all McMening {per Section 3-201(D)(i) and Index #701); RECEIVED Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and JAN 2 4 2006 Location of all existing and proposed sidewalks. PLANNING DEPARTIAMT SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: CITY OF CLEARWArER Land area in square feet and acres; _ Number of EXISTING dwelling units; Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; _ Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces 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. O REDUCED SITE PLAN to scale (8'/2 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 stormwater management for the parcel; All open space areas; _ Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); _ Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevations; _ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; _ Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Plant schedule with a key (symbol or label) indicating the size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; _ Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED LANDSCAPE PLAN to scale (8'/z X 11) (color rendering if possible); p IRRIGATION PLAN (required for level two and three approval); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. Page 4 of 6 - Flexible Development Application 2005- City of Clearwater 0 • 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 Redevelopment Project or a Residential Infill Project. BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; U0 ? REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8'/v X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ORIGINAL ? Comprehensive Sign Program application, as applicable (separate application and fee required). RECEIVED ? Reduced signage proposal (8 '/4 X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) CITY OF ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. L. SIGNATURE: 1, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Sign of propNrty owner or represenWive STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this day of Dr-- Cgj/Yl $ ?2 A.D. 20 0 to me and/or by ?? rsonally nown has produced as identification. Notary public, My commission expires: DEBORAH A. MENDENHALL .; OtiPpV PNotary Public ' State of Fiahio Page 5 of 6 - Flexible Development Application 2005- {? f f * ' - Comm%don ??r,,?,t.,D1D341571 ??iBOttdgdByrrcnw^""NO1CIf?/Afi1L NT 0 • AFFIDAVIT TO AUTHORIZE AGENT: 10C>4 -rte Ili 5l-yep-+ U-C of all property owners on deed - please PRINT full names) t. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): L men t4 1 . , ?-. L, I. tt. 4,A yet-, k- 2. That this property constitutes the property for which a request for a: (describe request) -t.e,c_. vo-c' p- 1 ORIGINAL RECEIVED PLANNING DEPA } MINI 3. That the undersigned (has/have) appointed and (does/do) appoint: e r5 CITY OF CLEAMWFIZ as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (1/we), the undersigned authority, hereby certify that the foregoing is true and DEBORAH A. MENDENHALL ;?O;F`Y ?r?;Not?ary ?p?ubyNC - State of Florida Property Owner gWCa WM NQrW.? °??, &F Commission * W341571 Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Befor me the undersigned an officer duI commissioned by the laws of the Stake of Florida, on this J day of aQQ? ersonal y appeare /? {Lt? G_ 0 who having been first duly sworn ' y Deposes and says that he/sh a contents of the affidavit that he/she signed. n /) n My Commission Expires: 1 I- a Lo ?Lo O g Notary S:Iplanning DepartmentlApplication Formsldevelopment reviewlflexible development application 2005.doc Page 6 of 6 - Flexible Development Application 2005- City of Clearwater Prepared by and return to: Gary W. Lyons, Esq. Attorney at Law McFarland; Gould, Lyons, Sullivan & Kogan, P.A. 311 S. Missouri Avenue Clearwater, FL 33756 File Number: 250204 [Space Above This Line For Recording Datal_ Warranty Deed.. 1 ORIGINAL RECEIVED JAN 24 2006 i PLANNING DEPARTMENT CITY OF CLEARWATER 1 This Warranty Deed made this 19th day of July, 2005 between William Edward Osteen, a married man and James Edward Osteen, a single man whose post office address is 2008 Madiera Avenue, Dunedin, FL 34698, and Thomas Lee Osteen, a married man, whose post office address is 12831 Marsh Road, Spring Hill, FL 34610, grantors, and 1004 Tuskawilla Street, LLC, a Florida limited liability company whose post office address is 8.01 Snug Island, Clearwater, - FL 33767, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this-instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N011 00 DOLLARS ($10.00) and-other good and valuable considdrations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, 9 has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida to-wit: I Lots 11 and 12, Block 13, SUBDIVISON OF BLOCKS 13 AND 19 OF MILTON PARK, according to the map or plat thereof as recorded in Plat Book 10, Page 25, of.the Public Records of Pinellas a. County, Florida. i Parcel Identification Number: 22/29/15/58086/013/0110 - and k Parcel Identification Number: 22/29/15/58086/013/0120------ Grantor warrants that at the time- of this conveyance, the-subject property is not the Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of _ homestead property. Grantor's residence and homestead address is: 2008 Madiera Avenue, Dunedin, FL 34698 and 12831 Marsh Road, Spring Hill, FL 34610 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title-to said land'. and will defend the same against the lawful claims of=all-persons__whomsoever; and that said land is free of all encumbrances; except taxes accruing subsequent to December 31;-2004... :. DoubleTirnes In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first--above written. Signed, sealed and delivered in our-presence: Wi 1,1f e Wi (ess Name: J-e 9-co4 -17 . ;q-A-1 o?- do To .. , o L4- Seal) tlliam Edward Osteen ?? d-.Q.e_ (Seal) Thomas Lee Osteen ORIGINAL RECEIVED JAN 24 2006 PLANNING DEPARTMENT CITY OF CLEA.P?,NATER I I aG r rc, I ?) James Edward Osteen J State of Florida County of Pinellas The foregoing instrument was acknowledged before me this 19th day of July, 2005 by William Edward Osteen, who [J is personally known or [X] has produced a driver's license-as identification. [Notary Seal] ie Printed Name: My Co p es Y COMMISSION # DD 099077 State of Florida . _.... EXPIRES; JUly 9, 2006 p? Bonded Thru Notary Public Undenrriters -County of Pinellas The foregoing instrument was acknowledged before me this 19th day of July, 2005 by Thomas Lee Osteen, who L] is- personally known or [X] has produced a driver's license as- identification. [Notary Seal]-- ._ ... N Printed Name: My Commis es: GARY W. LYONS MY COmmi°`lep, c EXPIRES July 9, 2006 Public underwrltars _jj Bonded Thu No °6 WY rranry Deed - Page 2 DOUbleTime® s State of Florida County of Pinellas The foregoing instrument was acknowledged before me this 19th day of July, 2005 by James Edward Osteen, who L j is personally known or [X] has produced a driver's license as identification. 3 [Notary Seal] . Printed Name: i GARY W. LYONS My Co Tkp%ogjg? SION # DD 0890 77 2006 BondeC Tnru Notary Publin Ntnatwriiars ORIGINAL RECEIVED JAN 24 2006 PLANNING DEPARTM614j CITY OF CLEARWATER f f i 1 I i x d S - - 3 4 t Warranty Deed - Page 3 DoubleTimee 77 S?AL? 1/24/2006 Receipt #: 1200600000000000767 4:01:26PM tam Date: 01/24/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2006-01001 03 Flex Std-Commercial 010-341262 •475.00 Line Item Total: $475.00 Payments: 48 Method Payer Initials Check No Confirm No How Received Amount Paid Check WEST COAST GYNECOLOGIC R_D 4633 In Person 475.00 ONCOLOGY Payment Total: $475.00 ORIGINAL RECEIVED JAN 2'4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 • ORIGINAL • r7- Irv/ D JAN 2 4'M PLANNING DEPARTMENT cnY OF CLEARWATER FLD2006-01001 1004 TUSKAWILLA ST Date Received: 01/24/2006 ARANGO, HECTOR ZONING DISTRICT: O LAND USE: R/OG ATLAS PAGE: 306A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet Centraloorida Testing Laboratolss, inc. 941Rrz9 1?EVECo#?nErzt a)2d 4J?EsEazekz 12625-40TH STREET NORTH • CLEARWATER, FL 33762 TAMPA BAY AREA (727) 572.9797 FLORIDA 1-800-248-CFTL FAX (727) 299-0023 December 10, 2005 Ms. Karen Arango West Coast Gynecologic Oncology 1005 Pinellas Street Clearwater, FL 33756 ORIGINAL RECEIVED JAN 24 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Re: Limited Geotechnical Investigation for Tuskawilla Street Property, Lot 11/12 Block 13, Clearwater, Florida Our Lab No. 178412 Dear Ms. Arango, As requested through your Civil Engineer, Mr. Alex J. Panik, P.E. our office has conducted a limited geotechnical investigation of the above referenced property. The purpose of this limited investigation was to identify soil types present in the boring location and provide a general recommendation as to their compatibility with the proposed new commercial construction. Additionally, our office has conducted a double ring infiltration test in the proposed retention pond area to provide drainage parameters of the soils for use in designing the stormwater retention system for the site. The site presently contains a residential structure and many large oak trees. We have included an aerial photograph of the existing site, and a copy of the proposed site plan showing the building, retention pond and our test locations. Test Methods The boring was done using sampling intervals in excess of those required by ASTM Specifications, D-1586, describing the Standard Penetration Test or "split- spoon method of sampling. Four samples were taken in the upper ten feet to provide greater definition within this zone. The penetration resistance testing and sample taking was accomplished with the use of a 2" O.D. sampler seated six inches into the bottom of the bore hole and advanced an additional one foot under the effort of a 140 pound hammer falling freely thirty inches. The number of blows required of the hammer to advance the sampler one foot into undisturbed material was noted as the blow count (N) of that particular stratum. Portions of each soil sample so taken, were classified, sealed in moisture-proof APIs. Karen Arango - Limited Ge*hnical Investigation of Tuskawilla SASite, Clearwater, Fla. Lab No. 178412 Page 2 containers and returned to our laboratories for verification of field classification. The boring was advanced using a standard truck mounted, rotary drill rig, utilizing a recirculating bentonite drill fluid to maintain the bore hole in noncohesive soils and to remove cuttings created by the drill bit. Upon completion the bore hole was sealed in accordance with SWFWMD regulations. Field testing by the double ring infiltrometer test method was in accordance with ASTM D-3385. Our test result reflects grades at the time the test was performed. Boring Results Soils identified within the area of the new building were composed of a relatively deep deposit of sandy soils that ranged from very loose to very dense in consistency. The upper ten feet of the profile were composed mainly of loose sands while the continuing sands between 15 and 18 feet below the surface contained the dense soils. Below the sandy soils were slightly loose clayey sands to 22.5 feet and then firm sandy clays to the termination depth of the boring, 25 feet below. the surface. Within the completed boring the shallow groundwater table was recorded at 5 feet below the surface. Building Recommendations Based upon the results of the single boring, the sandy soils within the influence of z shallow foundations are highly variable and contain significant loose zones which Uj Uj will affect the structure if not addressed. However, from a composition standpoint o these soils are satisfactory for providing support for the new building once W W densifed. Soils below the upper 14 feet are satisfactory in both density and o U U t? U C\2 U composition. emu, Z.i < Z Therefore, we would recommend that after removal of the numerous trees and g v existing building which may infringe on the new construction area, that proof- CL rolling from the surface be initiated to densify the natural loose soils to at least 95% of Modified Proctor established maximum dry soil density. This densification process should achieve the recommended density for the upper 3 feet of the existing soils. Loose soils presently below this depth will be sufficiently influenced even though they may not achieve the recommended density to allow for the use of reduced pressures with shallow spread footer foundations. The well drained sandy soils existing to the water table of 5 feet below the surface should react very favorably to surface induced compactive effort. This same recommendation applies to all pavement areas unless additional testing shows these soils to be of greater penetration resistance (density) For all fill placed within the building pad above natural grade or under other structural elements of the new construction, we recommend it consist of clean, noncohesive sandy soils. Fill should be placed in lifts not exceeding one foot in depth and attempted to be compacted to a minimum density of at least ninety-five percent (95%) of the soils maximum dry density as established by the Modified Proctor Test, ASTM D-1557. These recommendations apply to fill soils placed prior to foundation construction as well as those placed inside stemwalls. Central Florida Testing Laboratories, Inc. 12625 - 40th Street North, Clearwater, FL 33762 Ms. Karen Arango - Limited Ge*nical Investigation of Tuskawilla StrisSite, Clearwater, Fla. Lab No. 178412 Completion of the above densification recommendations will provide an allowable soil pressure of 2,000 psf to be used for design purposes. Double Ring Infiltration Test Results Soils found at the double ring infiltration test location consisted of well drained sandy soils to at least 6 feet. An existing groundwater table was encountered at a depth of 4.9 feet below the surface in a hand auger boring conducted along side the infiltration test. Based on the soil indicators, however, we estimate the seasonal high water table (SHWT) for the test location to be approximately 3.2 feet below the surface. The Natural Resource Conservation Service (MRCS), formerly the Soil Conservation Service (SCS) lists the site as having Urban Land, Uc complex soils. This classification is designates soils that have been disturbed by prior development. The NRCS does not list a SHWT for these soils due to disturbances from years of development and site alternations, however, the extensive trees located on the property would allow us to be confident that natural soil indicators on this site are still present and the SHWT is at approximately 3.2 feet below the surface. The maximum infiltration rate was established at a rapid rate of 8.1 minutes per inch (7.4 inches/hr.) after 4 hours of testing with the test apparatus seated 2 feet z below the surface soils. 0 W W 2R All the above information is shown on our attached test report form. 0 cV w v C'J W U Limitations OM ZO This investigation and report deals only with the soil zones and strata located ij within the area represented from the ground surface to the termination depth of the boring. It is not intended to predict or accept responsibility for sinkhole development. Other means of subsurface investigations including, but not limited to, deep structural borings, rock coring, geophysical studies, ground penetrating radar or resistivity surveys are used for sinkhole potential determinations and are out of the scope of this investigation. Generally accepted soil mechanics and foundation engineering practices were utilized in the preparation of this report; and no other warranty, either expressed or implied is made as to the recommendations provided. This report is for the exclusive use of our client and may not contain sufficient information for other uses, such as quantity take-offs, or for interpretation by other parties for bidding purposes. In the event conclusions and/or recommendations based on our data are made by others, such conclusions and/or recommendations are not our responsibility unless we have been given an opportunity to review and concur with them. 3 I Central Florida Testing Laboratories, Inc. 12625 - 40th Street North, Clearwater, FL 33762 Ms. Karen Arango - Limited Ged&nical Investigation of Tuskawilla Sft ite, Clearwater, Fla. Lab No. 178412 Page 4 If borings were not staked by a registered land surveyor but were located by our drill crews, the following method was used: Distances are generally measured using a 200 foot tape measure with right angle approximation used to turn corners. Scaling from prints or surveys with reference points shown on the plan or geographical references will produce a degree of accuracy that is typically + 5% for length and + 10 degrees for angles. Soil strata delineations are estimated in the field by color changes, texture differences and penetration resistance values. These may be more gradual transitions than those shown on the boring log representations of strata delineations. The ground water depth determination shown at the bottom of the boring log was measured in the bore hole at the time of drilling, unless noted otherwise. This depth does not reflect seasonal high water levels and would fluctuate as expected with variations in rainfall or other factors not present at the time of our soils investigation. The boring data represents only that data obtained during this investigation at the approximate locations shown on the site schematic or plan. z ,,Should significant variations of soil or subsurface conditions exist between boring ca W locations and be encountered by future exploratory work or site preparation Q 3 efforts, our office should be notified so that supplemental borings, or data ° W W gathering determinations can be made to update our report and recommendations t j at a minimal expense to our client. c? ? (D O? _z" z 0 It is the responsibility of our client to inform our office of these variations if v possible modifications of the report is warranted. This report is general in nature, unless specific geotechnical data or recommendations were asked to be addressed. However, we would be pleased to answer any questions concerning comments or recommendations made in this report. We appreciate the opportunity to have been of service. If any further evaluation of the site or testing services are needed, either prior to or during construction, please do not hesitate to contact our office. Sincerely, A T-kSj4NG LABORATORIES, INC. George C. Sinn, Jr., GCS/cb cc: Al Panik, P.E. I Central Florida Testing Laboratories, Inc. 12625 - 40t' Street North, Clearwater, FL 33762 ' ? y y O D ? ' r p Q N cy» O ` y < J rn y 0 o rr ? m D LOTUS PATH > Gs Little Maxim, Domino's Pins j trrFngnq FIT JEFFORDS ST ti Approximate Site Location Sandwi toes 6i Tango im Twom TUSKAWILLA STREET P ROPERTY Salad, B,11orn I BARRY ST y t Stadium tn.- n 10A T m° as1 R v TUSCOLA R v PINELLAS ST m m Q Artware NELLAS ST nouse south' china 1 r ° Morton Plant Hospital /Josh? tenter For Dia Cites < M P} MILTON ST m WATKINS RD II i ? TUSKAWILIA ST dyT?? A m §" S 1 Z L) sl Fn 111 A ST 1 r ? I m w v a r T` 13 ST Y 9h ? $ z S r z U t r Wright Perk ' ur ? ? z m m M y LAKNEV RD w, %P r t l? °' ?A 3 'S rn y_? $ p cS7 1 D ? 91?, m b 25 EASY ST r ?*+ r C k 9? b m m >< z T' Y A y T KINGSLEYST n 10A EEN ST D51 I QU I y. / / " Tltmr Gearwater.Beach? 0:-. ? i roac 4- _ r o ti, dS+} OR .. r 'Y i i'DR2W ST DREW ST . r S1 t s9 ?C1larwater Approximate Location TUSKAWILLAISTREET PROPERTY Yal jD :? ?'g,pL' Fyn 4r?e Yit"T1 ,( l? + }} CJ a , 1.. F I' t ? N r b ' ; IC l jy y Fkvbor Fb ' r \ t + tr 1` 1 + I T? t 1 ? ? 10A . f Bellealr Beadt „r S 1 4 j i _ „rrr ck Belleau BIICfs 10 1 t l N T M p ° _z -n z O n 00 1,0 m of Q D i 4?6 0 wv 9 ° S ;0 C= cr) m m ry Z 1 H I ' eJ , Central Florida Testing Labs Legend Figure 1 - Location • Subject Property = Interstate Waler t?5TE0 a APIP T U S KAW I L LA Population Center = Toll Highway Intermittent Lake 4D STREET PROPERTY Land =US Highway Welland 00 y y 1 Lab No. 178412 Sand -- State Route River/Canal rqq t? G LA?? (?LORfD Clearwater, Florida Woodlands Local Road Intermittent River A TESTIN ® Park - ` Major Connector Radroac ORIGINAL RECEIVED Aerial Photograph JAN 24 2006 TUSKAWILLA STREET PROPERTY PLANNING DEPARIMENT Clearwater, Florida CITY OF CLEARWATER C F T L Lab No. 178412 Approximate Test Locations TU SKAWILLA STR EET PROP ERTY ORIGINAL RECEIVED Clearwater, Florida JAN 24 2006 CFTL Lab No. 178412 PLANNING DEPAf?fMENT CITY OF CLEARWATE R P491I • LB*M3 I ?•a• 100.00•(•M) 100 (FR by I 01 d L882043 s .? BLOCK 13 (D ?a. I 20- ' .4 I ?? a•o• ' b• L" ? OAPJ .•i • 17 b ?? ? ? ? ?? LQ* ; t6•I ? ' ('wyam A i . 4° h y • I 01 13' Z , '?' `• O ?M1,° I ,? In V sa•c?Po. ' ` _ ?4 i• ? x V x 0 ej° ,Y'tb' S ..• ONE STORY I ..(. MASONRY SULDINS 1 N t #1004 ' HSHMP M.ao.,r 1 CO WWI! DRI . 0 q° n' 72• ` 'i ? 10 I q°Do 101 ),90-(w! 1001(p) taa?rr '00 2n• ' - -- '- • _ __ . SET MAad019K ?t - 6a (P) b?? l ?? 6a (Pl ------------- --- -••-----Cxl ..... -- .. ---- ... .. --- '+,? - = '0°b ? 0^ 9/W WV NM ` 2' CONC. CUFS ` ?• 1q. TUSKAWILLA AVENUE ZESSED • APPRO1'FD Client: West Coast Gynecologic Oncology Project: Tuskawilla Street Property CFTL Location: Lot 11/12, Block 13 F?0 IDATEST1NGLCity / State: Clearwater, Florida - Subsurface Profile Description i i Consistency L a m m E 0 U) (0' Ground Surface 0 ' Sand - ? Dark gray, fine grained, with small roots. ^ Sand slightly loose . Brown and very dark brown, fine grained. ::':': Sand Brown fine grained. medium dense 5-: :?:. Silty Sand Grayish brown, very fine grained. very loose loose 10 Sand Very dark brown, very fine grained, slightly silty. loose 15-:se::: Sand _ Dark yellowish brown, fine grained, with cemented articles. 20- Clayey Sand Brown, fine grained. - Sandy Clay 25- 00 Greenish gray. - End of Boring 30- Notes Drill Method: Rotary Sampling Method: Splitspoon ASTM D-1586 Report No: 178412 Log of Borehole: B-1 Date Drilled: 11/10/05 Blow ! Standard Penetration Test Count (blows/ft) 0 20 40 60 80 100 Z -L - ? I- I-, I - - 2-3-6 9 • 4-4-6 10 _-•--* 2-1-2 : 3 1-2-3 5 1-2-3 5 _ A. - - - -- very dense , 20-36-44 80 -? --? --- - slightly loose firm RECEIVED Jf? 2 4 2006 PIANNIN? ; ckAl• CM' OF C?.r. ti - 2-3-4 7 •? 3-4-4 8 -_-- Water Table: -5.0' bls Ground Elevation: Existing Drilled by: AC/AJ Compiled by: PG VT Sheet 1 of 1 Lab/ Notes tESTEfl • APpgo FQ n?yr. CFTL \<vh PP?? FIto WATESTINGLAgO I Central Florida Testing Laboratories, Inc. REC ORIGIN' 12625 - 40?TH STREET NORTH • CLEARWATER, FL 33762 JAN 2 4 2006 TAMPA BAY AREA (727) 572-9797 FLORIDA 1-800-248-CFTL FAX (727) 299-0023 PLANNING DEF.. cnY OF wm- 9 8 07 N d ?6 c E w5 FQ- Z4 0 Q3 J LL 2 Z 1 0 - MAX RATE=8.1 min./inch I 1 I 1 I i 1 I I ? ? I i 1 ? 1 I ? I 1 ? I 1 DOUBLE RING INFILTRATION TEST Project: Tuskawilla Avenue Site, Clearwater, Fla. Client: West Coast Gynecologic Oncology Test Date: 11/10/05 Lab No.: 178412 TEST LOCATION: PROPOSED RETENTION POND TEST ELEVATION: V BELOW EXISTING GRADE Depth (ft.) Munsel No. Description 0.0-0.9 0.9-1.2 1.2-1.9 10 YR 6/1 10 YR 7/1 10 YR 4/6 10 YR 5/3 10 YR 6/3 10 YR 3/3 Gray Fine Sand with roots Gray Fine Sand with roots Dk. Yellowish Brown Fine Sand Brown Fine Sand Pale Brown Fine Sand Dk. Brown Fine Sand 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 1.9-3,2 ELAPSED TIME (hours) 3.2-4.6 4.6-6.0 Vlax???ilnlltaio Rate. 8:1 mmues per Inch N WATER TABLE DATA WATER TABLE AT TIME OF TEST: -4.9 SEASONAL HIGH WATER TABLE: -3.2 NRCS SOIL TYPE: Urban Land, Uc Complex NRCS SHWT: No valid estimate DEPTHS ngineer inkharge CED FROM EXISTING GROUND Date T?gTeo 4PPROt' CFTL RIDA TESTING LA?PP?? 9 8 L 07 .N d ?6 c w5 Q? Z4 0 ?3 J_ LL 2 Z 1 I i i Central Florida Testing Laboratories, Inc. R E;vr? JEsfiYi9 1?EVELOfimEn? and ?Eizawfi AN' 24 2 0s 12625 - 40TH STREET NORTH - CLEARWATER, FL 33762 TAMPA BAY AREA (727) 572-9797 FLORIDA 1-800-248-CFTL FAX (727) 299-0023 PLANNING DEPART IMIA9 nr. C FARW. MAX RATE=8.1 min./inch i I I i i I t I I ? I I ? I I I I I _ i i i I I 0 iJ 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 ELAPSED TIME (hours) JIM. Inflltratlon Rate ??? 81 minutes per inch { d WATER TABLE DATA WATER TABLE AT TIME OF TEST: -4.9 SEASONAL HIGH WATER TABLE: -3.2 NRCS SOIL TYPE: Urban Land, Uc Complex NRCS SHWT: No valid estimate DOUBLE RING INFILTRATION TEST Project: Tuskawilla Avenue Site, Clearwater, Fla. Client: West Coast Gynecologic Oncology Test Date: 11/10/05 Lab No.: 178412 TEST LOCATION: PROPOSED RETENTION POND TEST ELEVATION: 2' BELOW EXISTING GRADE Depth (ft.) Munsel No. Description 0.0-0.9 10 YR 6/1 Gray Fine Sand with roots 0.9-1.2 10 YR 7/1 Gray Fine Sand with roots 1.2-1.9 10 YR 4/6 Dk. Yellowish Brown Fine Sand 1.9-3,2 10 YR 5/3 Brown Fine Sand 3.2-4.6 10 YR 6/3 Pale Brown Fine Sand 4.6-6.0 10 YR 3/3 Dk. Brown Fine Sand REFERENCED FROM EXISTING GROUND Engineerin Charge z -`o Date ,ZsiED • APpRDV? 0 T L co R/DATESTING L Central Florida Testing Laboratories, Inc. ORIGINAL ?:7ES.tin.9 1bEVE10fimznt Wa 1__qEs,Ea7,a9 RECEIVED 12625 - 40TH STREET NORTH • CLEARWATER, FL 33762 JA41 24 2006 TAMPA BAY AREA (727) 572-9797 FLORIDA 1-800-248-CFTL FAX (727) 299-0023 9 8 MAX RATE=8.1 min./inch I i I I I I 1 I I I I I I I I , I 1 z 07 .y m ?6 C E Lu FQ- Z4 0 ?3 I- J LL 2 Z 1 I 1 I i 1 I I I I I I I 1 1 ? 1 ? , --- I I 1 1 I I I -- I I I I 1 I 1 I 1 1 1 ; I 1 I I I I I I i i I I I 1 I t 1 I 1 ? I I I ? I I ? ? 1 I I 1 1 I ? I ? I I i I ? I I I 1 1 , I I I I 1 ? I ? I I I I I ? I I 1 I 1 t 1 t J 1 I I I I I I I 1 1 I I 1 I I I I I I - I - - I I I 1 I i i I 1 I 1 I I 1 0 W 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 ELAPSED TIME (hours) um,?lnflltratlon Rat@: ? ' '? 8 1lMinutes perlincM ?'?r'3t??,?.????E t? .mot .?. c.r. _ • ? ? -r? <'??? ?`??? ??°, ?- rte.. ? . ?. 1 ?" .oF4 a ..•.? WATER TABLE DATA WATER TABLE AT TIME OF TEST: -4.9 SEASONAL HIGH WATER TABLE: -3.2 NRCS SOIL TYPE: Urban Land, Uc Complex NRCS SHWT- No valid estimate DOUBLE RING INFILTRATIOMITLe*EARWATER Project: Tuskawilla Avenue Site, Clearwater, Fla. Client: West Coast Gynecologic Oncology Test Date: 11110/05 Lab No.: 178412 TEST LOCATION: PROPOSED RETENTION POND TEST ELEVATION: 2' BELOW EXISTING GRADE Depth (ft.) Munsel No. Description 0.0-0.9 10 YR 6/1 Gray Fine Sand with roots 0.9-1.2 10 YR 7/1 Gray Fine Sand with roots 1.2-1.9 10 YR 4/6 Dk. Yellowish Brown Fine Sand 1.9-3,2 10 YR 5/3 Brown Fine Sand 3.2-4.6 10 YR 6/3 Pale Brown Fine Sand 4.6-6.0 10 YR 3/3 Dk. Brown Fine Sand ALL DEPTHS REFERENCED FROM EXISTING GROUND Engin r in Charge Date ?`i" BESTED • APP R0 Central Florida Testing Laboratories, CFTL Inc.,ara RECEI 24 Zoos 9F-Sting 1?EVECo?irnE?zE and ?Eizawfi S DRfDA TESTING L12625 - 40TH STREET NORTH - CLEARWATER, FL 33762 PLANNING DEPA,,....:? vT TAMPA BAY AREA (727) 572-9797 FLORIDA 1-800-248-CFTL FAX (727) 299-0023 CITY OF CLEARWATER 9 8 r ?7 to d ?6 E w5 a ?4 z 0 ?3 J Ii 2 z 1 0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 ELAPSED TIME (hours) a ,+Ss , r TY 4S UM Infiltration Rater sf1minutesfper?,lnch "0..?4f WATER TABLE DATA WATER TABLE AT TIME OF TEST: -4.9 SEASONAL HIGH WATER TABLE: -3.2 NRCS SOIL TYPE: Urban Land, Uc Complex NRCS SHWT: No valid estimate MAX RATE=8.1 min./inch I I 1 ? ? ? ? 1 I I I 1 I I I ? I I 1 I I ? I 1 ? 1 I I- I I -------- , 1 I I I I I 1 I I I 1 I I I 1 I I 1 ? I 1 I 1 I I I I I I 1 I I I I I ? I 1 I I ? I I I I I ? 1 I 1 , ? 1 I I I I I ? 1 I I I , I I I I ? I , I I ? ? I I I I I I I I I I 1 I I 1 I I I , , 1 I I I ? ? I I 1 ? ? I 1 1 I 1 I I I 1 I I ?- 1 I I 1 1 I I 1 1 1 I I I 1 I I I I , I I I 1 I I I i I I ? 1 I I I I I I ? I 1 1 I I i DOUBLE RING INFILTRATION TEST Project: Tuskawilla Avenue Site, Clearwater, Fla. Client: West Coast Gynecologic Oncology Test Date: 11/10/05 Lab No.: 178412 LOCATION: PROPOSED RETENTION POND ELEVATION: 2' BELOW EXISTING GRADE Depth (ft.) Munsel No. Description 0.0-0.9 10 YR 611 Gray Fine Sand with roots 0.9-1.2 10 YR 7/1 Gray Fine Sand with roots 1.2-1.9 10 YR 4/6 Dk. Yellowish Brown Fine Sand 1.9-3,2 10 YR 5/3 Brown Fine Sand 3.2-4.6 10 YR 6/3 Pale Brown Fine Sand 4.6-6.0 10 YR 3/3 Dk. Brown Fine Sand NCED FROM EXISTING GROUND Engine in Charge Date (ESTED • APPRGVFO ORk:,i %Ipv'? Central Florida Testing Laboratories, Inc. RECEIVED CFTL ,may ?ES.tbZq 1?EVE-10# rzErzt an c?eSEaze?i JAN 2 4 2006 RIDA TESTING L12625 - 40TH STREET NORTH • CLEARWATER, FL 33762 TAMPA BAY AREA (727) 572-9797 FLORIDA 1-800-248-CFTL FAX(727)299-0023 PLANNING DEPARTNIL,-4 i 9 8 L 07 C d 36 w5 9 Z4 O Q3 Cr. I- J G. 2 z 1 0 I ? I ? t I I I 1 I I I I ? I I I I I ? I I i I I I I I I 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 ELAPSED TIME (hours) I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I ? 1 I I I I I I I , 1 I I I I I I I I ? j ? I I I I I I I I 1 ? I I I I I I I I I I I I 1 -1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I i DOUBLE RING INFILTRATION TEST Project: Tuskawilla Avenue Site, Clearwater, Fla. Client: West Coast Gynecologic Oncology Test Date: 11110/05 Lab No.: 178412 TEST LOCATION: PROPOSED RETENTION POND TEST ELEVATION: 2' BELOW EXISTING GRADE Depth (ft.) Munsel No. Description 0.0-0.9 10 YR 6/1 Gray Fine Sand with roots 0.9-1.2 10 YR 7/1 Gray Fine Sand with roots 1.2-1.9 10 YR 416 Dk. Yellowish Brown Fine Sand 1.9-3,2 10 YR 5/3 Brown Fine Sand 3.2-4.6 10 YR 6/3 Pale Brown Fine Sand 4.6-6.0 10 YR 3/3 Dk. Brown Fine Sand azL.- n `?f:-_ .1' s- • '?'?:r d.:,a s S „t f 'yf z_. a 8{1?mmutesper¢Imch r=. Maximum 1nflltratlon?Rate: ?'=k .. ?'#?t•:f ?r.a r?' ^ ..?: ?u -«i? • Lr: ?"f.^r' WATER TABLE DATA WATER TABLE AT TIME OF TEST: -4.9 SEASONAL HIGH WATER TABLE: -3.2 NRCS SOIL TYPE: Urban Land, Uc Complex NRCS SHWT: No valid estimate REFERENCED FROM EXISTING GROUND Charge Date MAX RATE=8.1 min./inch I ? I r •ARANGO MEDICAL OFFI(e Drainage Analysis Job Number: 1278-05 01/18/06 Drainage Area = 13,493.50 S.F. (0.3098 Acre) TOTAL OWNERSHIP: = 13,493.50 S.F. (0.3098 Acre) Existing Conditions - (Pre-Develop ment) (NOTE Existing building has beets demolished) Building . = 718.96 S.F. (0.0165 Acre) 5.32% Paving = 331.81 S.F. (0.0076 Acre) 2.45% Pervious = 12,445.73 S.F. (0.2857 Acre) 92.23% TOTAL AREA: = 13,493.50 S.F. (0.3098 Acres) 100.00% Weighted "C" = 0.25 7.77% of 0.90 (Impervious) = 0.0699 92.23% of 0.20 (Pervious) = 0.1845 / 0.2544; use 0.25 Historic Discharge Slope Elevation = 42.99 - 39.89 x 100 = 1.84% Velocity = 34 FPM 168.5 T.O.C. = 168.5 = 4.96 minutes (use 10 minutes) 34 Q = (0.25) (0.3098 Acre) 8.5 inches/hour) =Use 0.7 C.F.S. ? Post Develoved Discharge Building = 2,333.00 S.F. (0.0536 Acre) 17.29% Paving & Sidewalks = 6,712.00 S.F. (0.1541 Acre) 49.74% Detention Pond = 1,055.00 S.F. (0.0242 Acre) 7.82% Pervious (Green) = 3,393.50 S.F. (0.0779 Acre) 25.15% TOTAL AREA: = 13,493.50 S.F. (0.3098 Acre) 100.00"/o 7.82% of 1.00 (Pond) 67.03% of 0.90 (Impervious) 25.15% of 0.20 (Pervious) 0.0782 0.6033 0.0503 0.7318; use 0.73 DER Requirement ('/z" Storage) / 0.3098 Acre or 13,493.50 S.F./24 = 562.23 C.F. ? Detention Pond Data Bottom of Pond Elevation = Top of Bank Elevation = Design High Water Elevation = Slot Elevation (Water Quality) _ Slot Width = ORIGINAL RECEIVED JAN 24 1006 PLANNING DEPAk . CITY OF CLEARWA'4,. 38.00 Feet; 88 NAVD; SHW Elevation" ?!J 37.8 Feet 41.00 Feet ?• )' " 40.28 Feet 38.99 Feet 1.25 Feet 1 Y ? r0NAU ARANGO MEDICAL OW Drainage Analysis Historic Discharge QH = (0.25) (0.3098 Acre) (8.5 inches/hour) = 0.7 C.F.S. Page 2 of 2 January 18, 2006 City of Clearwater Volume Requirement Delta "C" x 3.6 inches/hour x 0.3098 acre x 3,600 suds or (0.48) x (3.6 inches/ hour) x (0.3098 acre) x (3,600 seconds) '= 1.927.20 C.F. ?? Required versus 2.24 ?t elevation 41.00 feet. Top of pond elevation is at 41.00 feet. A\GENERAL NOTES DISK\01-18-06 Drainage Analysis-1278-06 ORIGINAL RECEIVED JAN 24 2006 PLANNING DEPAR; MEl,4i CITY OF CLEARW' ?f '? ?N 11 0 1278-05.BRN Report Covering C:\\HSSWPACK\\HSSWWORK\\ARANGO.WBS\\1278-OS.BRN Created.: sun Jan 15 16:51:10 2006 Revised.: sun Jan 15 16:51:10 2006 Executed: Thu Jan 19 16:00:53 2006 Project Run Converged. Prepared By Alex J. Panik, P.E. 2413 Hawk Avenue Palm Harbor, Florida Project Contains 3 Paths. Project Contains 4 Nodes. Project Contains 0 Sgnls. +----+------- _ ---+---------------------+---------+ JPathl up stream Node Name JDown Stream Node NamelPath Typel +----+---------------------+---------------------+---------+ 011POND 1POND DIRECT CONTROL STRUCTURE ERECT WEIR 21.CONTROL STRUCTURE JINLET PIPE +----+---------------------+---------------------+---------+ +----+---------------------+---------+ INodel Name Node Typel +----+------------------- --+---------+ 01SITE BRAT SITE 11POND JPOND 21CONTROL STRUCTURE JUNCTION 3IINLET STAGING +----+---------------------+---------+ +----+---------------------+---------+--------------+----------------+ INodel Name Node Typelmin E1. at Hr.1Max E1. at Hr. +----+---------------------+---------+--------------+----------------+ 01SITE BRAT SITE 1 41.0 0.001 41.0 0.00 1 11POND 1POND 1 39.0 0.001 40.3 12.30 I 1 21CONTROL STRUCTURE JUNCTION 1 39.0 0.001 40.3 12.30 I 1 3IINLET STAGING 1 39.0 0.001 39.0 0.00 I +----+---------------------+---------+--------------+----------------+ Elevations in Feet, Nodes marked with an '*' have Flooded. +----+---------------------+----------------------+----------------------+ JNodel Name I Maximum CFS Inflow I Maximum CFS Outflow +----+---------------------+----------------------+----------------------+ 01SITE 1 1.30 @ 12.10 Hoursl 1.30 @ 12.10 Hoursl 11POND 1 1.30 @ 12.10 Hoursl 1.08 @ 12.40 Hoursi 21CONTROL STRUCTURE 1 0.65 @ 12.30 Hoursl 0.65 @ 12.30 Hoursl 3IINLET 1 0.65 @ 12.30 Hoursl 0.00 @ 0.00 Hoursl +----+---------------------+----------------------+---------------------X+ ORIGINAL RECEIVED _ . JAN 24 2006 PLANNING DEP. CITY OF CLEARvvttcl? Network Summary (US Std) , Page 0 YY,YYit1?., .t Yip ? 4 •FL0 1278-05.BRN Report Covering C:\HSSWPACK\HSSWWORK\ARANGO.WBS\1278-05.BRN Created.: Sun Jan 15 16:51:10 2006 Revised.: Sun Jan 15 16:51:10 2006 Executed: Thu Jan 19 16:00:53 2006 Project Run Converged. Prepared By Alex J. Panik, P.E. 2413 Hawk Avenue Palm Harbor, Florida ^PITCH 6.00 ACCUMULATED MASS BALANCE ERROR.......... 0.0167 Acre Feet ERROR AS A PERCENT OF OUTFLOW........... 9.1963 Percent - ----- - --- - - ^PITCH 9.00 Project Contains 3 Paths. Path 000 from Node 000 (SITE) to Node 001 (POND) ^PITCH 6.00 J ZDv O? Z C w LU CJ= o_ Q o .J J Get Q U Z LL. O Z gU O.. Path 000 ID 43CAC5F1 Path 000 Output Data I Type DIRECT US Std Type DIRECT US Std 00 DIRECT..---------- 00 Input ID 43CAC5F1 01 01 Flow TO. 0.000 CFS 02 02 Vol TO.. 0 CF 03 03 Max In.. 1.305 CFS 04 04 Min In.. 0.000 CFS 05 05 Max Out. 1.305 CFS 06 06 Min Out. 0.000 CFS 07 07 08 I 08 09 0 I I09 10 1 11 11 1 ?, 12 12 13 13 14 14 15 HW PE/KE NO 15 Fwd K... 0.000 16 TW PE/KE YES 16 Rev K... 0.000 17 Max HW.. 41.000 Ft 17 Fwd X... 0.000 18 Max TW.. 41.000 Ft J 18 Rev X... 0.000 - ^PITCH 9.00 Path 001 from Node 001 (POND) to Node 002 (CONTROL STRUCTURE) ^PITCH 6.00 Path 001 ID 43CFFDD8 Path 001 Output Data Type RECT WEIR US Stdl 1111 Type RECT WEIR US Std 00 -- Crest E1 -- ------- 38.990 ---.. Ft I ---- 00 --- ----__. _.- .- -. .. .. _ . Input ID 43CFFDD8 . I I 01 Width... 1.250 Ft 01 Flow TO. 0.000 CFS i 02 Weir C.. 3.200 02 Vol TO.. 0 CF j 03 Num Ends 0 03 Max In.. 0.651 CFS 04 - 04 Min In.. 0.000 CFS 05 Breadth. Ft 05 Max Out. 0.651 CFS 06 06 Min Out. 0.000 CFS 07 07 08 08 09 09l 10 11 1 I T 10 ill 12 12 13 13 14 14 15 HW PE/KE YES 15 Fwd K... 0.000 16 TW PE/KE NO 16 Rev K... 0.000 17 Max HW.. 91.000 Ft 17 Fwd X... 0.000 j t 18 Max TW.. 41.000 Ft I 18 Rev X... 0.000 ?J ^PITCH 9.00 .Path Report (US Std) P. 0 l ?, N • 0 1278-05.BRN Path 002 from Node 002 (CONTROL STRUCTURE) to Node 003 (INLET) ^PITCH 6.00 Path 002 ID 43CC1C7D Type PIPE US Std 00 Length.. 122.0 Ft 01 Mann N.. 0.012 02 Rise.... 0.500 Ft 03 Span.... 0.500 Ft 04 Inlet 05 Invert.. 35.500 Ft 06 Ent Ke.. 0.200 07 Outlet 08 Invert.. 34.000 Ft 09 Ent Ke.. 0.200 10 11 BW Steps 0 12 13 14 15 HW PE/KE NO 16 TW PE/KE NO 17 Max HW.. 41.000 Ft 18 Max TW.. 41.000 Ft Path 002 Output Data Type PIPE US Stdj 00 Input ID 43CC1C7D << 01 Flow TO. 0.000 CFS 02 Vol TO.. 0 CF 1 5 03 Max In.. 0.646 CFS ?/ c 04 Min In.. 0.000 CFS G ?Ty 05 Max Out: 0.646 CFS p??Q fJ LJ 06 07 Min Out. 0.000 CFS / /,j AA p I 08 09 10 11 12 13 14 15 Fwd K... 0.000 16 Rev K... 0.000 17 Fwd X... 0.000 18!Rev X... 0.000 ^PITCH 9.00 ORIGINAL RECEIVED JAN 24 2006 PLANNING DEPARIMM7 CITY OF CLEARWATER Path Report (US Std) A 41 ' Flo R?? N olt" FSS'JNAt:°??,? 1278-05.BRN Report Covering C:\HSSWPACK\HSSWWORK\ARANGO.WBS\1278-05.BRN created.: Sun Jan 15 16:51:10 2006 Revised.: Sun Jan 15 16:51:10 2006 ORIGINAL Executed: Thu Jan 19 16:00:53 2006 RECEIVED Project Run converged. JAN 24 2006 Prepared By PLANNING DEPARTVIFtVT Alex J . Pani k, P.E. 2413 Hawk A CITY OF CLEARWATER PaIM Harbor, Florida +------------- -- -------------------------------------- ----- -----+ JACCUMULATED MAS S BALANCE ERROR.......... 0.0167 Acre Feetl JERROR AS A PERC ENT OF OUTFLOW........... 9.1963 Perc ent ------------- -- -------------------------------------- ----- -----+ ------------------ ---- Project contains 4 Nodes. --------------------------+ +----------------------------------- -------- ---------+ +---- lNOde 000 Name SITE Input# 43CAC9C61 (Node 000 Name SITE Output Data I IType RAT SITE us Stdl (Type RAT SITE - - --- ------- -------- US Stdl -------- +--+------------------- 100lFlood El. 41.000 -----+------------------------+ +--+------------- - ---- - Feetl I IOOIInput ID ...................... 43cAc9c6 + I 101+------------------- -----+------------------------+ IO11Flood Elevation Reached....... NO I 1021storm.... scs-IIM (Freeze... NO 102 Initial stage Elevation....... 41.000 Feet I 031RainFall:, 9 000 in storage ............... Freeze... NO 0 CF ---- 1 _ 04+---------- - ---+------------------------ 04 Maximum Stage Reached......... i 41.000 Feet I051Area..... 0.310 AC I O5 Minimum stage Reached......... 05minimum 41.000 Feet I Runoff C. 0.730 106 I 1 106 Maximum Gross Storage......... 0 CF 1 I 07 Tc.......0 167 Hrs 11071maximum Detention Storage..... 0 CF I _ I08+---------- --- ------- 1108 Final Stage Elevation......... 41.000 Feet I 091 ? 1109 Time of Maximum Stage......... 0.000 Hours I 1 101 1 110 Time of minimum Stage......... 0.000 Hours I 1 112 1 1121 1 1131 Nodal intake ............. 1 1 1.305 CFS I 141 14 Time of Peak intake........... 14 Time 12.100 Hours I 1 151 I I151Peak Nodal output ............. 1.305 CFS I 16+------------------------+------------------------+ 16 Time of Peak Output........... f l i 12.100 0 Hours I I To erance....... nts Out o 117lBase Flow 0.00 CFS (stage TO. Ft 11171Po 181x Coord.. 0.00 Ft Y Coord- 0.00 Ft 18lMaximum Stage Error........... +--+------------------------+------------------------+ +--+-------------------------------- 0.000 -------- Feet I ---- + +----------------------------------------------------+ +----------------------------------- Node 001 Name POND Input# 43CFFDFO Node 001 Name POND I ----------------+ Output Data IType POND Type POND u5 stdl u5 Std +--+------------------------+------------------------+ ------------------------------------ ------------------ 100 Top El... 41.000 01 l Ft F OOlInput ID ............ ....... 43CFFDFO ITOp Area. 0.024 AC 0d Elevation ReaChed NO A A Oll Fl E 1 . ....... 102E1..... 40.400 t Ft .... rea c 0 ( Area.. ....... . 0.021 AC Stage Elevation....... 1021initial 38.990 Feet I 031E1....... Ft Area..... AC I 0311nitial storage ............... 569 CF I '04 El....... 40.000 1 Ft (Area..... 0.019 AC 1104IMaximum Stage Reached......... 40.283 Feet l 105 El....... Ft Area..... AC 1051Minimum Stage Reached......... 38.990 Feet I 06 El....... 39.400 Ft Area..... 0.017 AC i 06 maximum Gross storage......... 1557 CF I ? 07 El....... Ft Area..... AC 071Maximum Detention storage..... I 988 CF I 08 E1....... 38.800 Ft Area..... 0.014 AC 08 Final stage Elevation......... 1 38.999 Feet I 1091E1....... Ft Area..... Ac I 09 Time of Maximum Stage......... 12.300 Hours I 101BOt E1... 38.000 Ft ( 10 Time of Minimum Stage......... Bot Area. 0.011 Ac 0.000 Hours I 11+------------------------ +------------------------+ 11 I 121TOp Perim 1 Ft Iside %Per Pct 12 I 131mid Perim Ft Base %Per Pct 13 Peak Nodal intake ............. I 1.305 CFS I 114 sot Perim Ft 14 Time of Peak Intake........... 12.100 Hours I 1151 I I 15 Peak Nodal Output ............. 1.084 CFS I 16+------------------------ +------------------------+ 16 Time of Peak output........... 12.400 Hours I 11718ase Flow 0.00 CFS (Stage TO. 38.990 Ft I I17 Points Out of Tolerance....... 0 I I181x Coord.. 0.00 Ft +--+------------------------ IY Coord.. 0.00 Ft 181Maximum Stage Error........ - +------------------------+ +--+-------------------------------- 0.010 Feet I - --------------- ------------------------ -----------------------------+ +----------------------------------- lNode 002 Name CONTROL STRUCTURE Input# 43CACA8F1 Node 002 Name CONTROL STRUCTURE -----------------+ Output Data I IType JUNCTION us stdl IType JUNCTION _ ____ _________ us still __-__-__ +__+________________________ IOOIFlood El. 41.000 Ft 01+------------------------ +___________________---__+ +__+_______-_-____----------_ _ _ I OOIInput ID ...................... 43CACA8F + O1 Flood Elevation Reached....... NO + I I 1021 I 02 Initial stage Elevation....... 38.989 Feet I 03 1 103 Initial Storage ............... 0 CF I 1041 1 1 104 Maximum Stage Reached......... 40.280 Feet i 051 1 1051minimum stage Reached......... 38.989 Feet I 061 1 1 1 106 Maximum Gross Storage......... 0 CF 1 1071 1 1107 Maximum Detention storage..... 0 CF I 1081 I 108 Final Stage Elevation......... 1 38.990 Feet I 091 109 Time of maximum stage......... 12.300 Hours I 1 101 I (10ITime of minimum stage......... 1 0.000 Hours 11 1 1 1 1 12 1 1 1121 1 1131 Peak Nodal intake ............. 13 0.651 CFS I 1141 1 I 14 Time of Peak Intake.........,.. 12.300 Hours I 1151 I I151Peak Nodal,Ou ut ............. PP f K' { G 0.646 2 300 CFS I I 116+-------------------- 17 Base Flow 0.00 1181x Coord.. 0.00 ---- CFS Ft bor,........ Pea U +------------------------ + 16 Time o stage TO. Ft I 171Points Out o€ To range.,.,..... Iv Coord.. 0.00 Ft I181Maxim 4tatJ?.Er q.RI .'., ... 1 . 0 0.010 Hours 1 Feet I +--+-------------------- ---- +------------------------+ +--+s---- ----:. ----- 'A?r -------- --------+ Node Report (US Std) t 1 y Page 1 of 2 L Uv ?a rCo?ti?y, 6810 1278-05.BRN • +----------------------------------------------------+ +----------------------------------------------------+ INode 003 Name INLET Input# 43CFFDFBI Node 003 Name INLET Output Data I (Type STAGING us Stdl Type STAGING . ------------------------------ ---------- u5 Stdl ---------+ +--+------------------------+--------------- 1001F1ood E1. 41.000 Ft IPE to KE. NO ---------+ 1 +--+ 10011nput ID ...................... 43CFFDFB I 101+------------------------ +--------------- ---------+ 101 Flood Elevation Reached..".... NO I I02 Time..... Hr5 Stage E1. Ft 1 102 Initial Stage Elevation....... 38.990 Feet I 03I Time..... Hr5 Stage E1. Ft 1 103 Initial StO rage............... 0 CF 1 I 04 Time..... Hr5 Stage E1 . Ft 04 Maimum Stage Reached......... 38.990 Feet I 105 Time"."." Hr5 Stage E1 " Ft 1 105 Minimum stage Reached......... 38.990 Feet I 106 Time..... Hr5 (Stage El. Ft 106 Maximum Gross Storage......... 0 CF 1 1 I 07 Time..... Hrs Stage E1. Ft 1 107IMaximum Detention Storage..... 0 CF I 08 Time"""". Hr5 Stage E1. Ft 1 1081Fina1 Stage Elevation......... 38.990 Feet I 091 Time. .... Hr5 Stage E1. Ft 1 1091Time Of Maximum Stage......... 0.000 Hours 1 10 ..... Time Hrs Stage E1. Ft 10 Time of Minimum Stage....."" 0.000 Hours 11 Time.."." Hrs Stage E1. Ft 1 1111 I 1 1 12 Time..... Hrs (Stage El. Ft 121 I 1 13+ --------------- -- ---+--------------- ----- --+ 1131Peak Nodal Intake ............. 0.646 CFS I 141 I 1 1141Time of Peak intake........... 12.300 Hours I 1 151 1 1 1151Peak Nodal output ............. 0.000 CFS I 1 16+----------- -------------+--------------- ---------+ 1161Time of Peak output........... 7 i f l 0.000 0 Hours I 1 1 1718ase Flow 18 x Coord.. CFS 0.00 Ft 1Stage TO. 38 v Coord.. .990 Ft 1 0.00 Ft I erance.....,. 1Po nts out o To 11 I18 Maximum Sta a Error..-:-: "." . 0000 Feet I + --+------------------------+--------------- ---------+ +--+-------------------------------------------------+ ORIGINAL RECEIVED JAN 24 200& PLANNING DEFAR; v;Lsv CITY OF CLEARWATER Node Report (US Std) r pI t/ (P / f(v © W ^ f, G? fit. rOtC?? Page 2 of 2 1278POND.XYP O • +---+---------+---------+---------+---------+ IPt#I class I x Coord I Y coord I slope I +---+---------+---------+---------+---------+ I OIDATA 1 0.0001 0.0001 4.00001 1 11DATA 1 0.0001 35.0001 0.00001 I 21DATA 1 20.0001 35.0001 0.00001 I 31DATA 1 20.0001 40.0001 0.00001 I 41DATA 1 39.0001 40.0001 0.00001 I 51DATA 1 39.0001 27.0001 0.00001 1 61DATA 1 24.0001 27.0001 0.00001 I 71DATA 1 24.0001 0.0001 4.00001 1 81SYSTEM 1 0.0001 0.0001 I +---+---------+---------+---------+---------+ Icoordinates are in Feet , slope is H:v 1 +-------------------------------------------+ xv coordinate Pond 1278POND V Feet 41 --- - °------- ---- -- - - -° _ ....... - - - _ . . 40 Pond Data (US Std) 411 ? l Page 1 of 2 ? t 38.00 0.00 0 0_9?) Xv Fond 1278POND Stage/Storage ' ? I i I - ---- --- -- - -!- 1 i 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 Storage in Acre Feet +----++-----------------++-----------------++-----------------+ II..E1 41.000 Ft 11 E1 39.500 Ft 11 El 38.000 Ft 1 +----++--------+--------++--------+--------++--------+--------+ IPt #11 TOP X I TOP Y 11 Mid X I Mid Y 11 Bot X I BOt Y I +----++--------+--------++--------+--------++--------+--------+ I 011 0.001 0.0011 6.001 6.0011 12.001 12.001 1 111 0.001 35.0011 6.001 35.0011 12.001 35.001 1 211 20.001 35.0011 20.001 35.0011 20.001 35.001 1 311 20.001 40.0011 20.001 40.0011 20.001 40.001 1 411 39.001 40.0011 39.001 40.0011 39.001 40.001 1 511 39.001 27.0011 39.001 27.0011 39.001 27.001 1 611 24.001 27.0011 24.001 27.0011 24.001 27.001 1 711 24.001 0.0011 24.001 6.0011 24.001 12.001 1 811 0.001 0.0011 6.001 6.0011 12.001 12.001 0 N == 114, Q Lu U r Ouj 4 1278POND.XYP 0 Stage Feet 41.00 40.75 40.50 40.25 40.00 39.75 39.50 39.25 39.00 38.75 38.50 38.25 +----++--------+--------++--------+--------++--------+--------+ I Elevations and coord inates are in Feet I +--------------------- --------------------- ------------ -------+ +---------+---------+- ---------+----------+---------+-- -------+ (Stage E1.1 Depth I Area, SF I Area, AC I Vol, CF IV0 1, ACFt1 :. ---------------------- --------------------- ------------ -------- .- ¢ 1 41.0001 3.0001 1055.01 0.02421 22471 0.0521 1 40.8001 2.8001 1008.41 0.02321 20411 0.0471 1 40.6001 2.6001 963.21 0.02211 18441 0.0421 40.4001 2.4001 919.21 0.02111 16551 0.0381 U 1 40.2001 2.2001 876.41 0.02011 14761 0.0341 z LA- 0 1 40.0001 2.0001 835.01 0.01921 13051 0.0301 1 39.8001 1.8001 794.81 0.01821 11421 0.0261 zz 1 39.6001 1.6001 756.01 0.01741 9871 0.0231 a U 1 39.4001 1.4001 718.41 0.01651 8391 0.0191 1 39.2001 1.2001 682.01 0.01571 6991 0.0161 1 39.0001 1.0001 647.01 0.01491 5661 0.0131 1 38.8001 0.8001 613.21 0.01411 4401 0.0101 1 38.6001 0.6001 580.81 0.01331 3211 0.0071 1 38.4001 0.4001 549.61 0.01261 2081 0.0051 1 38.2001 0.2001 519.61 0.01191 1011 0.0021 1 38.0001 0.0001 491.01 0.01131 01 0.0001 ---------------------- --------------------- ---------- I El evati ons and Depths are in Feet ---- +--------------------- ----------- ----------- Pond Data (US Std) s t1 ??y Page 2 of 2 "Jot N- o Q U, O n. d > w w LAJ L O ? z L Z Z g? a Y Feet 50 -10- -1 • XY Coordinate Pond 1278POND 20 N J I? i f X Feet s P d ?? ? r ?11i 4111111111',,,, 35 W W W W W W W W .A J?l .A X, P4. CO 00 00 00 l0 l0 l0 l0 O O O O F--` rt 1 0 N U-1 i1 O N (Ji J O N Cn i-] O a O O (n O Ui O (-n O cn O (n O (n O k.Q (D O J (.n I O O U) N rt U, O n a (D o ? o ? N n U, n (D IT] (D (D o rt O J (n 0 Lid , Nz,?, I ' ! i I j E I I i I i ORIGINAL RECEIVED "124 2006 PLANNING DEPAWMENT CITY OF CLEARWATER ftl (D (D rt 1 3 1 d I I I O a I W (D I ? C) w I C) Z • x l cs I o 1 - o O ? ? I I O ? I 1 N I I 0 I O I N> I ?A > ? I m ftl I O "T7 I co C) I N I r-t I r"t I I t-C O R. N N J OD ro O z 0 U) rt a (D fi O hS a (D Di H KAY'// U o M&- 17 i L "C-. y r f- i (-- C- ;- c- / C;, - " .---? UHAW1)OWN WORKSHEET FOR TYPE V (a) UNDEHDHAIN r (U`,ul() Dar(,y s Law 1w Flow I hrouoh Porow. Maleri.il) C t 3 4 S 6 7 6 0 10 11 12 13 14 r -- - - - - I m a x I min I av() - - -- _ - - -- -- - ,. Maximum Minimum Avg. Area Avg . Flow Flow Flow of h Ah V 4V Length Length Length Hydraulic Filter Darcy FIO`^? AT iT E Total Incr. Total Incr. Through Through Through Gradient Flow Q1 ' Q2 Incr. Total f Elevation Head Head Volume Volume Filter Filter Filter A = Lxh Q = KiA 2 Time Time t (NGVD) (ft) (tt) 013) (tt3) (ft) (ft) (h) i = Ma (tt2) (ft'/hr) (tt-3/hr) (hr) (hr) 3 8g9 3 . ?. 5 Z [> ..? ?y„ :. . 2 o Z Z. 3 1.3 S o G t8 w..` s<< >> o .,.:mow ?f N. . .2 3 2j { / Pa > 9 " x ,5? J!L 4 -Z -7 Z.- Z-3 57 2 D 3 6 3s . : : „ 'T: ..4 3d ?{ 2• 2 n. 2.7 Z,v,, 3 f; 5,5( go 475/ aw. .. w.c r7 a; s - :0. .P ..?Y w? ;rxsf>"' % %' ! A +' r:-Y. max a ? ? .,p;• °PEf.k t:9' ? a a : :n . «;rr %.:.. . K- . . . ::.?'?.?-<.?:x>r..;;.,..; 3 4 z. 6 z. 3 s ;... .ra°;?t' ? :..J i. .:°w-•,r.a. ?s,: > "?rw::.xi:..«.. ?r - r .?6 S ? % c'am' :ut-l'am'.. :° .t:' :sa •s.s .a: . ..,?,¢ a•- A. 4 W. ..o-:w: ??,., .: .ac:S„J? .:ss4 >,>. :." .fi: -. ? QT[.e s•a. !k'5r[z;•a::-.p <• '?:; .: - . wS,- , : . .x..... ': .:J i._; ::.;> 'f . . , ,,;vl:S ...?kyi x>: % 7 5<1 WIN f ?' '? ? y:Co :-A:..,:& ? ?"! ..,.l?:p :'e.: '?'° a`?"?? l '•'?>i,?';_d? , y?',3` 1a>.. ?r c".. • ? . :r ° ?.: 9: ,. Z• .:?. •: :.c'?:::n:W : . :?.w` . ,• r ?:f3riYf.::i?- , , . .•cY"X' :y.,bJ .::,K::?.:.:.•?. r..:., . :.. w. ::..x......-.. :.... .: ,..... ... ............ ,r. ate..,„:w ',r ?° ? ? N r::... .?/ ?? ..O "'?'`: [ ? ' ? »:: i0't-oY r r . vF?ki; ?..::??Jt....w S?s°;? . y. > Zy _ ? . , 01 % Jp «?..' ?.::a., •k .... ... :. - :.: ? ? ....... .. ... 'k::: x•6 ' - x:.. .2:: .C. ?W... I - F a .?.?t...A. ::..a . -9Y' ' w. -. .! ?q? 4 SY- -?.?.:?v- :.?fc•.... ..r??![ .. :; 6?r,T-.-„i?:?:64,5• .. ....... . _ a??ha ?Jc_Cr r. 1 OX. ?T ?$,?` ,nS:a< ? 4: ` '. ?.. _ .t?;....•;t..?;? ? 6. ':vii :.4..'fk W.. : .-.. • .: ..«-%.:.,...: - - :»>:c::4a.' :. axq( r,?k. °??:;% ' ?'.`.O:E:., IN .?.:. ' - ? yF.,T,xfyjk . .:. ?:dr. . h<' ? y0-.a '; ? { ' . 1.A6?%Ry _ " ?: ?t:P?(@' , ? S : ? .: . 4. . .. . .. . . . . .. wv.: ::::..... .: . n4f .: .... .:?.R:... K '..... . A .?.. /• rF;'? ' '?' ? 1...44.,-?T'??, .<.t!,. Y `«'"t'om' Te• $;v ` D' D ' Length L = Assumed Hydraulic Conductivity K Whir .. 4 See Figure 13.4 for Typical Section Details .•'`'41-VIAN310 30 A110 TABLE 13-3 ^IF?Va3a ?NwNV1d Drawdown Worksheet for Type V (a) Underdrain 43A1303d WN10180 ... r? . o N ? ra .rte ? 4 . ro r •S v C ?' CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFIcF Box 4748, CLFARWATER, FLoR<DA 33758-4748 MUNICIPAL. SF:RVICI:s BUILDING, 100 SOUTH MYRTI.E AVFNUF, CLFARWATFR, FLORIDA 33756 Trl.F.PHONF (727) 562-4567 FAx (727) 562-4865 LONG RANGF PLANNING DFVFLOPMENT REVIEW April 19, 2006 Mr. Jay Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 Re: Development Order - FLD2006-01001 - 1004 Tuskawilla Street Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On April 18, 2006, the Community Development Board (CDB) reviewed your Flexible Development approval to construct a 2,333 square foot office building in the Office district with a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; and reduction to interior landscaping from 10 percent to 2.7 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. The CDB APPROVED the application based upon the following finding of fact and conclusions of law and conditions. Findings of Fact and Conclusions of Law: 1. The subject 0.75-acre site is zoned Office District and is located in a mixed area of residential and office uses; 2. The current use of the site is vacant; 3. The proposal is to redevelop the site for offices within a one-story, 2,333 square-foot office building; 4. The site is adjacent to offices on the north, south, and east and residential to the west; 5. The proposed reductions to setbacks and the flexibility requested significantly upgrade and enhance the community character and visual appearance of the immediate vicinity; 6. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 7. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; 8. There are no active code enforcement cases for the parcel; 9. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B: 10. Staff further concludes that the proposal is in compliance with the Comprehensive Landscape Program criteria, per Section 3-1202.G; and 11. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code. PRANK HIBBARD, MAYOR f ILL JONSON, VICE:-MAYOR J011N DORAN, COUNCIL>IIS.MBF1, HOrr HARtll;fON, COUNC:u_hIr:Ml;Iai ® CniILiLN A. Pr'. NFN, COUNCILMEMBER "EQUAL. EMPLOYMENT ANI) AIzI IRMATM: Ac'I'ION J:MPLOYI?R" April 19, 2006 FLD2006-01001 Page - 2 Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That prior to the issuance of a building permit a note be added to the landscape plans indicating: Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 3. That the landscape plan and plant list be revised to correct the quantity of the plant "IVR" - Indian Hawthorn, prior to issuance of a building permit; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 5. That a tree preservation plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture be provided prior to the issuance of a building permit; 6. That the civil drawings be revised prior to the issuance of a building permit to consider removing the Myrtles, actually Cherry Laurels, at the northwest corner, the eight-inch Cherry Laurel, south of the northwest corner and the Pines and the Unknown, actually Avocados, near the northeast comer; 7. That a survey of all trees located in and within 25 feet of the right of way line be provided prior to the issuance of a building permit; 8. That prior to the issuance of a building permit a note be added to the civil drawings indicating directional boring of the relocated fire hydrant supply line to avoid trenching under the existing trees: and 9. That all future signage be architecturally integrated into the design of the site and building. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by April 18, 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner II at (727) 562-4547 or via e-mail at john.schodtler@myclearwater.com. Sincerely, Michael Delk, AICP Planning Director SAPlanning Department\C D B\FLEX (FLD)\Inactive or Finished Applications\Tuskawilla St 1004 Dr Arango (O) - Approved\FLD2006-01001 Development Order.doc • C ITY OF C LEARWATE R PLANNING DEPARTMENT /s {{1??11? ?o POST OFFICE Box 4748, CLEARWATER FLORIDA 33758-4748 yr a a a it MUNICIPAL SFRVIci;s BUILDING, 100 SOUTH MYRTLE AvFNUF, CLFARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGF, PLANNING DEVELOPMENT REVIEW April 19, 2006 Mr. Jay Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 Re: Development Order - FLD2006-01001 - 1004 Tuskawilla Street Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On April 18, 2006, the Community Development Board (CDB) reviewed your Flexible Development approval to construct a 2,333 square foot office building in the Office district with a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; and reduction to interior landscaping from 10 percent to 2.7 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. The CDB APPROVED the application based upon the following finding of fact and conclusions of law and conditions. Findings of Fact and Conclusions of Law: 1. The subject 0.75-acre site is zoned Office District and is located in a mixed area of residential and office uses; 2. The current use of the site is vacant; 3. The proposal is to redevelop the site for offices within a one-story, 2,333 square-foot office building; 4. The site is adjacent to offices on the north, south, and east and residential to the west; 5. The proposed reductions to setbacks and the flexibility requested significantly upgrade and enhance the community character and visual appearance of the immediate vicinity; 6. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 7. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; 8. There are no active code enforcement cases for the parcel; 9. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.13: 10. Staff further concludes that the proposal is in compliance with the Comprehensive Landscape Program criteria, per Section 3-1202.G; and 11. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code. FRANK HIBBARD, MAYOR I3H.L JONSON, VICE.-MAYOR JOUN DORAN, COUNC AII[:MBIT HOPI' HAN111:1ON, COI MALMEMBER CARLEN A. PF,1TRSFN, COUNCILMEMBIT "BQUAL I.MPLOYMENT AND AFPIRMA"I'IVI? ACTION EMPLOYER" April 19, 2006 FLD2006-01001 Page - 2 Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That prior to the issuance of a building permit a note be added to the landscape plans indicating: Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 3. That the landscape plan and plant list be revised to correct the quantity of the plant "NR" - Indian Hawthorn, prior to issuance of a building permit; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 5. That a tree preservation plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture be provided prior to the issuance of a building permit; 6. That the civil drawings be revised prior to the issuance of a building permit to consider removing the Myrtles, actually Cherry Laurels, at the northwest corner, the eight-inch Cherry Laurel, south of the northwest corner and the Pines and the Unknown, actually Avocados, near the northeast comer; 7. That a survey of all trees located in and within 25 feet of the right of way line be provided prior to the issuance of a building permit; 8. That prior to the issuance of a building permit a note be added to the civil drawings indicating directional boring of the relocated fire hydrant supply line to avoid trenching under the existing trees: and 9. That all future signage be architecturally integrated into the design of the site and building. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by April 18, 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner Il at (727) 562-4547 or via e-mail at john.schodtler@myclearwater.com. Sincerely, Michael Delk, AICP Planning Director SAPlanning Department\C D B\FLEX (FLD)\Inactive or Finished Applications\Tuskawilla St 1004 Dr Arango (O) - Approved\FLD2006-01001 Development Order.doc 0 • CITY OF CLEARWATER PLANNING DEPARTMENT POST OFPICF BOX 4748, CLiARWATER, FLORIDA 33758-4748 MUNICIPAL. SFRVIChS BUILDING, 100 SOUTH MYRTLE AVFNUF, CLEARWATER, FLORIDA 33756 Tri.rPHONF (727) 562-4567 FAx (727) 562-4865 LONG RANGF PLANNING DFVFLOPMENT REVIEW April 19, 2006 Mr. Jay Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 Re: Development Order - FLD2006-01001 - 1004 Tuskawilla Street Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On April 18, 2006, the Community Development Board (CDB) reviewed your Flexible Development approval to construct a 2,333 square foot office building in the Office district with a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; and reduction to interior landscaping from 10 percent to 2.7 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. The CDB APPROVED the application based upon the following finding of fact and conclusions of law and conditions. Findings of Fact and Conclusions of Law: 1. The subject 0.75-acre site is zoned Office District and is located in a mixed area of residential and office uses; 2. The current use of the site is vacant; 3. The proposal is to redevelop the site for offices within a one-story, 2,333 square-foot office building; 4. The site is adjacent to offices on the north, south, and east and residential to the west; 5. The proposed reductions to setbacks and the flexibility requested significantly upgrade and enhance the community character and visual appearance of the immediate vicinity; 6. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 7. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; 8. There are no active code enforcement cases for the parcel; 9. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B: 10. Staff further concludes that the proposal is in compliance with the Comprehensive Landscape Program criteria, per Section 3-1202.G; and. 11. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code. FRANK 1-111MARD, MAYOR I31I.I. )ONSON, VICE MAYOR fOIN DORAN, COUNCILME,MBER HOYr HAMII:1 ON, C',OHNCILMHMBER ® CAHH:N A. Ph:n:RSItN, COHNCU.au;?nir•.R "EQUAL I:MPLOYMF.NT• AND AFFIRMATIVIs ACTION EAPLOYP.R" April 19, 2006 FLD2006-01001 Page - 2 Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That prior to the issuance of a building permit a note be added to the landscape plans indicating: Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 3. That the landscape plan and plant list be revised to correct the quantity of the plant "NR" - Indian Hawthorn, prior to issuance of a building permit; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 5. That a tree preservation plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture be provided prior to the issuance of a building permit; 6. That the civil drawings be revised prior to the issuance of a building permit to consider removing the Myrtles, actually Cherry Laurels, at the northwest corner, the eight-inch Cherry Laurel, south of the northwest corner and the Pines and the Unknown, actually Avocados, near the northeast corner; 7. That a survey of all trees located in and within 25 feet of the right of way line be provided prior to the issuance of a building permit; 8. That prior to the issuance of a building permit a note be added to the civil drawings indicating directional boring of the relocated fire hydrant supply line to avoid trenching under the existing trees: and 9. That all future signage be architecturally integrated into the design of the site and building. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by April 18, 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. Should you have any questions, please do not hesitate to contact John Schodder, Planner H at (727) 562-4547 or via e-mail at john.schodtler@myclearwater.com. Sincerely, Michael Delk, AICP Planning Director SAPlanning Department\C D B\FLEX (FLD)\Inactive or Finished Applications\Tuskawilla St 1004 Dr Arango (O) - Approved\FLD2006-01001 Development Order.doc 0 0 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICF BOX 4748r CLFARWATER, FLORIDA 33758-4748 '?? 1 L ??•=?i I i.t MUNICIPAL SF;RVICi?S BUILDING, 100 SOUTH MYRTLE AVFNUE, CLEARWATER, FLORIDA 33756 TFLFPHONF (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT RFVIFW April 19, 2006 Mr. Jay Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 Re: Development Order - FLD2006-01001 - 1004 Tuskawilla Street Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On April 18, 2006, the Community Development Board (CDB) reviewed your Flexible Development approval to construct a 2,333 square foot office building in the Office district with a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as 'a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; and reduction to interior landscaping from 10 percent to 2.7 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. The CDB APPROVED the application based upon the following finding of fact and conclusions of law and conditions. Findings of Fact and Conclusions of Law: 1. The subject 0.75-acre site is zoned Office District and is located in a mixed area of residential and office uses; 2. The current use of the site is vacant; 3. The proposal is to redevelop the site for offices within a one-story, 2,333 square-foot office building; 4. The site is adjacent to offices on the north, south, and east and residential to the west; 5. The proposed reductions to setbacks and the flexibility requested significantly upgrade and enhance the community character and visual appearance of the immediate vicinity; 6. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 7. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; 8. There are no active code enforcement cases for the parcel; 9. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B: 10. Staff further concludes that the proposal is in compliance with the Comprehensive Landscape Program criteria, per Section 3-1202.G; and 11. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code. FRANK HIBBARO, MAYOR fill.]. JONSON, VICE-MAYOR JOIN D)RAN, COUNCIL>IliMBER HOYr HAN111YON, COUNCILME BIT ® CAM.HN A. Piin:RSEN, COUNCIL MEM11FR "FQUAL EMPLOYMENT AND APIzIRMATivi; ACTION 1 I.MPLOYRR" April 19, 2006 FLD2006-01001 Page - 2 Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That prior to the issuance of a building permit a note be added to the landscape plans indicating: Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 3. That the landscape plan and.plant list be revised to correct the quantity of the plant "NR" - Indian Hawthorn, prior to issuance of a building permit; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 5. That a tree preservation plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture be provided prior to the issuance of a building permit; 6. That the civil drawings be revised prior to the issuance of a building permit to consider removing the Myrtles, actually Chevy Laurels, at the northwest corner, the eight-inch Cherry Laurel, south of the northwest corner and the Pines and the Unknown, actually Avocados, near the northeast corner; 7. That a survey of all trees located in and within 25 feet of the right of way line be provided prior to the issuance of a building permit; 8. That prior to the issuance of a building permit a note be added to the civil drawings indicating directional boring of the relocated fire hydrant supply line to avoid trenching under the existing trees: and 9. That all future signage be architecturally integrated into the design of the site and building. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by April 18, 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner H at (727) 562-4547 or via e-mail at john.schodtler@myclearwater.com. Sincerely, Michael Delk, AICP Planning Director SAPlanning Department\C D B\FLEX (FLD)\Inactive or Finished Applications\Tuskawilla St 1004 Dr Arango (O) - Approved\FLD2006-01001 Development Order.doc Li- > Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: FAX: sq !?'- Phone• FROM- ®? n ? ' Phone DATE: SUBJECT: d a- ?1 uskd?.w?`? C"- 0 0 1 o1 MESSAG NUMBER OF PAGES(INCLUDING THIS PAGE) 9 Apr. 17 2006 07:59AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95957138 Apr.17 07:55AN 03'31 SND 09 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). FLD2006-010 1, 98 1004 TUSKAWILLA STREET LLC 1005 PINELLAS STREET 8`1 SNUG ISL 1005 PINELLAS ST 61EARWATER FL 33767 - 1834 CLEARWATER FL 33756 - 3432 AMORE, DARYL AMORE, JOAN 2292 N VASSAR RD DAVISON MI 48423 - 9552 ANDRUS, BRIAN L ANDRUS,DONNA 500 N OSCEOLA AVE #PH-E CLEARWATER FL 33755 - 3947 BEARDSLEY, GEOFFREY 906 LAKEVIEW RD CLEARWATER FL 33756 - 3421 BOLLENBACK & FORRET PA 1006 PINELLAS ST CLEARWATER FL 33756 - 3433 BRUNO, MARIA L 21 OLD GROVE ST FRANKLIN MA 02038 - 3224 Clearwater Neighborhoods Coalition Sondra Kerr, President P.O. Box 8204 Clearwater, FL 33758 DICKERSON, THOMAS DICKERSON, DAWN 916 LAKEVIEW RD CLEARWATER FL 33756 - 3421 DUDA, NICHOLAS JR DUDA, MARY J 151 ROBBINS WAY DR FLORISSANT MO 63034 - 2841 ESTES, RALEIGH L 917 PINELLAS ST CLEARWATER FL 33756 - 3430 BOATWRIGHT, SHEILA D 1295 S MARTIN L KING AVE CLEARWATER FL 33756 - 4171 BOWMAN, FLAVIE H 1238 S MARTIN L KING AVE CLEARWATER FL 33756 - 4111 CHAR-BETT INC 1243 S ML KING AVE # B-1 CLEARWATER FL 33756 - 9116 COLEMAN, MARK I 923 PINELLAS ST CLEARWATER FL 33756 - 3430 DOLOS, SPIROS 1243 MARTIN LUTHER KING JR AVE CLEARWATER FL 33756 - 9116 EQUITY TRUST CO HAHN, WILLIAM H IRA BEN 2029 KINGS HOUSE RD SILVER SPRING MD 20905 - 4225 HARCOURT, CAMERON E HARCOURT, AMY BEACH 922 PINELLAS ST CLEARWATER FL 33756 - 3431 OALOIZAKIS, ANTHONY GALIATSATOS, NICHOLAS 1996 BONNIE CT DUNEDIN FL 34698 - 3205 BABBITT, CLAYTON BABBITT, DANRAE BUILDING BLOCKS CH CENTER 1112 LAKEVIEW RD CLEARWATER FL 33756 - 3524 BOLLENBACK & FORRET PA 1000 PINELLAS ST CLEARWATER FL 33756 - 3433 BRASEL, JEAN 1243 S MARTIN L KING AVE #B304 CLEARWATER FL 33756 - 4196 CLARK, KAREN 14 WINDING BROOK DR SARATOGA SPGS NY 12866 - 6488 DI MARCO, PAUL DI MARCO, CELIA 4124 HARBOR CIR LARGO FL 33770 - 4561 DRISCOLL, MAUREEN A 1243 S GREENWOOD AVE # 4 CLEARWATER FL 33756 - 9116 ESTES, KEITH L ESTES, DOLORES R 1295 S PROSPECT AVE CLEARWATER FL 33756 - 3462 Hector Arango 1004 Tuskawilla Street Clearwater, FL 33756 HUFF, FONDA ISHLER, JACK R SR JACKSON-MAUER, DEBORAH HUFF FONDA G ISHLER, NORMA J MAUER, LEE 5720 29TH AVE S 1001 PINELLAS ST 905 GRAND CENTRAL ST GULFPORT FL 33707 - 5266 CLEARWATER FL 33756 - 3432 CLEARWATER FL 33756 - 3415 • Jay Myers • JEFFORDS INVESTMENTS 9170 Oakhurst Road 1011 JEFFORDS ST STE C Seminole, FL 33776 CLEARWATER FL 33756 - 4070 KAISER, CATHERINE A 1243 S MARTIN L KING AVE #B502 CLEARWATER FL 33756 - 4114 KAYATEPE, MARTHA J 1243 S MARTIN L KING AVE #6102 CLEARWATER FL 33756 - 4142 KESMAR, HALINA THE 1243 S GREENWOOD AVE # 202B CLEARWATER FL 33756 - 4195 KONDON, CLARENCE E 1243 S MARTIN L KING AVE #13203 CLEARWATER FL 33756 - 4195 LA ROSA, WILLIAM R JR THE R L B PROPERTIES LAND TRUST 1011 JEFFORDS ST BLDG D CLEARWATER FL 33756 - 4070 LASSEN, FINN 910 TUSKAWILLA ST CLEARWATER FL 33756 - 3442 MAZER, STEPHEN B MAZER, MARILYN 3155 ROLLING WOODS DR PALM HARBOR FL 34683 - 2100 MILAKOVIC, BRANKO MONGIARDO, VICTORIA M 1666A BECKMAN PL NW WASHINGTON DC 20009 - 6539 MILLS, WILLARD P III 912 LAKEVIEW RD CLEARWATER FL 33756 - 3421 KLEIN, J MARTIN 1000 LAKEVIEW RD STE 1 CLEARWATER FL 33756 - 3475 KRAKOWER, CAROLANNE S 2152 GREGORY PL SEA GIRT NJ 08750 - 1803 LAKEVIEW LAND TRUST 920 1/2 LAKEVIEW RD CLEARWATER FL 33756 - 3421 LE BLANC, BARBARA M 12 GEORGE ST CAMPBELLTON NB E3N 2Z7 00030 - CANADA MC COMAS, DANNY L MC COMAS, BARBARA 904 TUSKAWILL ST CLEARWATER FL 33756 - 3442 MILLER, ROGER T THE 1737 ROBINHOOD LN CLEARWATER FL 33764 - 6449 MUNDT, EDWARD A III 941 LAKEVIEW RD CLEARWATER FL 33756 - 3420 JOHNSON, MICHAEL W 915 PINELLAS ST CLEARWATER FL 33756 - 3430 KEENER, THEODORE 130 KOTTY OAK RD COVENTRY RI 02816 - 8308 KLEIN, J MARTIN 1330 WHITACRE DR CLEARWATER FL 33764 - 3668 LA ROSA, ROSS LA ROSA, & BERKLEY PROP 1011 JEFFORDS ST CLEARWATER FL 33756 - 4070 LAKEVIEW SQUARE REPLAT CONDO A 1020 LAKEVIEW RD CLEARWATER FL 33756 - 3423 LENNON, RICHARD M 225 HIGHBY RD UTICA NY 13501 - 6626 MESSENGER, BILLY THE TRUST NO 1111 PO BOX 8174 FT LAUDERDALE FL 33310 - 8174 MILLER, ROGER T THE 909 PINELLAS ST CLEARWATER FL 33756 - 3430 NIXON, BRENDA H 902 PINELLAS ST CLEARWATER FL 33756 - 3431 P J K PROPERTIES LLC PAROUSIS, STAVROS V PETERS, FRANCIS 101 40TH AVE N # 102 1243 S MARTIN L KING AVE #B404 PETERS, JOSEPHINE ST PETERSBURG FL 33703 - 6124 CLEARWATER FL 33756 - 4114 706 PHOENIX AVE CLEARWATER FL 33756 - 6233 HLMANN, ANDREAS .PRICE, ROBERT E .PULSE, THOMAS F PO PO 1/2 PINELLAS E PRICE, ELLEN H PULSE, JANICE M iC 2129 NORWALK AVE 900 TUSKAWILLA ST CLEARWATER FL 33756 - 3431 1243 S MARTIN LUTHER KING AVE CLEARWATER FL 33756 - 3442 LOS ANGELES CA 90041 - RANDS, PHYLLIS B 1285 S MARTIN L KING AVE CLEARWATER FL 33756 - 4171 ROPHIE, RALPH ROPH I E, VAN ESSA 450 PALM IS SE CLEARWATER FL 33767 - 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2358 1260 S MARTIN L KING AVE CLEARWATER FL 33756 - 4172 SEVERANCE, CURTIS SMITH, REBECCA E SEVERANCE, IRENE 1000 TUSKAWILLA ST 908 PINELLAS ST CLEARWATER FL 33756 - 3444 CLEARWATER FL 33756 - 3431 South Clearwater Citizens For Progress SPECIAL NEEDS HOUSING LLC 1120 Kingsley Street 1117 PINELLAS ST Clearwater, FI 33756 CLEARWATER FL 33756 - 9106 SUNSHINE VILLAS CONDO ASSN SZCZEPANIK, LUDWIK INC 1243 S MARTIN L KING AVE #13104 100 N TAMPA ST CLEARWATER FL 33756 - 4142 TAMPA FL 33602 - 5842 TOLES, CAROLYN A TYRAWA, FRANCISZEK BARANY, JOHN J 1243 S MARTIN L KING AVE #13101 4196 WABANINGO RD CLEARWATER FL 33756 - 4142 OKEMOS MI 48864 - 3439 W & S ASSOCIATES WATKINS, JAMES J 1260 MARTIN L KING AVE WATKINS, ROSE E CLEARWATER FL 33756 - 4172 3814 218TH ST BAYSIDE NY 11361 - 2330 WENNING, KAREN M 905 TUSKAWILLA ST CLEARWATER FL 33756 - 3441 ZAMUDIO, JOSE L ZAMUDIO, MARIA 1243 S MARTIN L KING AVE #13403 CLEARWATER FL 33756 - 4114 OWIETECHA, ADAM WIETECHA, ELZBIETA 512 LOGAN ST ROSELLE IL 60172 - 1005 ZURBRIGGEN, MARK ZURBRIGGEN, KAREN 1660 S BETTY LN CLEARWATER FL 33756 - 1226 WILLIAMS, GLORIA M 1243 S MARTIN L KING AVE #B505 CLEARWATER FL 33756 - 4185 • M YERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA-0003461 9170 Oakhurst Rd., Suite 3B Seminole, Florida 33776 RE: FLD2006-01001 1004 Tuskawilla Street Responses to Conditions Associated with FLD 2006-01001: Zoning Conditions: We placed the building towards the back of the site behind the retention pond, to allow better views of its design and the surrounding landscaping from the neighborhhod and road. The retention pond's location made sense due to that is where the lowest elevations are found. We placed the handicapped space and clear walkway towards the front of the site because they are likely to be less frequently used, and help the visabiliy in the sight triangle. The additional parking is being provided because we expect the proposed building will be well used and does not use signifigant square footage for storage. We feel that we can use the extra parking on this site to alleviate some of the over-parking problems on the contiguous site North of this property also owned by Dr. Arango mainly for staff, allowing patients to park closer to the clinic. Sincerely, Jay Myers, AIA Myers and Associates Architecture Phone: 727-595-7100 Fax: 727-595-7138 E-mail: myersarch@ix.netcom.com MYERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA-0003461 ........................................................................................................................................................................................................................................................... 9170 Oakhurst Rd., Suite 3B "" Seminole, Florida 33776 RE: FLD2006-01001 1004 Tuskawilla Street Responses to Conditions Associated with FLD 2006-01001: See application for clarifications to General Applicbility Criteria. Zonina Condition No sign is being proposed at this time. The reduction in front setback results in improved usability for the site plan in terms of parking. Estimated value of project: $526,000.00 Off street parking: In the future the building could have a more intense use than is currently planned, and would need the current provided off-street parking. ORIGINAL RECEIVED Sin erely, Jay Myer, AIA Myers and Associates Architecture MAR 0 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Phone: '12-7-595-7100 Fax: '72-7-595-7138 E-mail: myersarchoix.netcom.r_om1ff 4011'1' tit a Fire Condition 02/24/2006 02/12/2006 Conditions Associated With FLD2006-01001 1004 TUSKAWILLA ST Leonard Rickard 562-4327 x3062 Meet the following and show on plan PRIOR TO CDB: 9.2.6 Fire hydrants shall be supplied by not less than a 150 mm (6 in.) diameter main installed on a looped system or by not less than a 200 mm (8 in.) diameter main if the system is not looped or the fire hydrant is installed on a dead-end main exceeding 91.5 m (300 ft) in length. 9.2.7 Dead-end mains shall not exceed 183 m (600 ft) in length for main sizes less than 250 mm (10 in.) in diameter. No issues Not Met Not Met Landscape Curbing Condition John Schodtler 727-562-4547 02/07/2006 Prior to building permit an additional not be added to the plans indicating: Per Section 3-1204.D. Not Met andscaping must a protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum jy height of six inches above grade. Landscape John Schodtler 727-562-4547 03/10/2006 Prp- to sauan. of a building permit the landscape plan be revised to correct the quantity of the Not Met plant "IVR" - Indian Hawthorn. Land Resource Condition Rick Albee 727-562-4741 02/15/2006 Recommend removing the Myrtles, actually Cherry Laurels, @ the NW corner, the 8" Cherry Not Met Laurel, south of the NW corner and the Pines and the Unkown, actually Avacados, near the NE corner. Revise prior to building permit. 02/15/2006 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. 02/23/2006 Since Engineering Dept is requesting that the fire hydrant water supply line be relocated to the Not Met right of way, survey all trees in and within 25' of the right of line prior to Building Permit. 02/23/2006 Show to directional bore the relocated fire hydrant supply line to avoid trenching under the existing Not Met trees. Provide prior to D.O. New Dumpster Enclosure 7bM 41-ENIV 662. -4930 'x 1106 Dumpster enclosure required, and dumpster enclousure(s) needs to be constructed to City Not Met specifications, and shown on detail sheet Print Date: 03/15/2006 CaseConditons Page 1 of 2 FLD2006-01001 1004 TUSKAWILLA ST 0 Zoning Condition John Schodtler 727-562-4547 01/27/2006 03/10/06 How does the reduction in front setback result in improved usability for the site plan in Not Met terms of parking with a proposed surplus of four extra parking spaces? Staff recommends discussing the improved site plan through building design, architecture and landscaping. 01/27/06 Provide a written explaination for Flexible Development criteria: Front setback: The reduction in front setback results in an improved site plan or improved design and appearance. 02/07/2006 Provide a written response to the following Flexibility criteria: Off-street parking: The physical Not Met characteristics of a proposed building are such that the likely use of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes. Print Date: 03/15/2006 CaseConditons Page 2 of 2 LL. Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: LJCJ1 FAX: 014: Phone: `` c? FROM: c.J c h r1 S, Phone: NUMBER OF PAGES(INCLUDING THIS PAGE) a DATE: 3 ! 5 D Co SUBJECT: ?D 0 L! ?Gt 5 Ida-tk-, A 'lid 21vv 60 •- O U D I r A 0 Mar. 15 2006 09:24AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95957138 Mar.15 09:22AM 01'18 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-FELP-FAX (435-7329). 11.00 am Case Number: FLD2006-01001 - 1004 TUSKAWILLA ST Owner(s): 1004 Tuskawilla Street Lie 801 Snug Isl Clearwater, FI 33767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Hector Arango 801 Snug Isle Clearwater, Fl 33767 TELEPHONE: 727-446-2111, FAX: No Fax, E-MAIL: No Email Representative: Jay Myers 9170 Oakhurst Road Seminole, Fl 33776 TELEPHONE: 727-595-7100, FAX: 727-595-7138, E-MAIL: myersarch@ix.netcom.com Location: 0.75 acres located on the north side of Tuskawilla Street approximately 150 feet west of Martin Luther King Junior Blvd. ,? Atlas Page: 306A ;033 fl- A Zoning District: O, Office Request: Flexible Development approval to construct an office building in the Office district and includes a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to three feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; and reduction to interior landscaping from 10 percent to 2.5 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, a reduction to the north perimeter landscape buffer from, as a Comprehensive Landscape Program, per Section 3-1202.G. Proposed Use: Offices Neighborhood South Clearwater Citizens For Progr Association(s): Clearwater, Fl 33756 1120 Kingsley St. TELEPHONE: No Phone, FAX: No Fax, E-MAIL: duketieman@aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, March 2, 2006 - Page 15 0 • The following shall be addressed by the applicant prior to issuance of a Development Order: 1. Applicant shall extend the fire line to the property via Ewing Avenue rather than through S private property as indicated on the plan. Line to F.H.A. is an unrestricted line and once installed ? % \ in accordance with applicable City standards shall become the property and maintenance V responsibility of the City of Clearwater. D`,? ,?" The following shall be addressed by the applicant prior to issuance of a building permit: 2. If the occupancy of the proposed building is medical office, the applicant/owner will be " • responsible for all associated fees for a required reduced pressure B.F.P.D. (back flow preventor (jJ device). 3. If water meter size is to be increased from existing 5/8 inch meter, applicant will be responsible for paying new water and sewer impact fees. 4. Driveway apron shall not extend beyond extended side -property line. 5. Any new concrete driveway apron(s) constructed within the right-of-way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. (City of Clearwater Contract Specifications and Standards, Article 30. 6. Street to west of site is no longer Spruce Street; correct plan to indicate Ewing Avenue as correct name. 7. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within a driveway or other impervious areas.) 8. The City of Clearwater will provide water tap, and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. 9. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). 10. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense (City Ordinance 7573-06). If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. Environmental: I . No Issues Fire: I . No issues Meet the following and show on plan PRIOR TO CDB: 9.2.6 Fire hydrants shall be supplied by not less than a 150 mm (6 in.) diameter main installed on a looped system or by not less than a 200 mm (8 in.) diameter main if the system is not looped or the fire hydrant is installed on a dead-end main exceeding 91.5 in (300 ft) in length. 9.2.7 Dead-end mains shall not exceed 183 in (600 ft) in length for main sizes less than 250 mm (10 in.) in diameter. Harbor Master: No Comments Legal: No Comments Land Resources: Development Review Agenda - Thursday, March 2, 2006 - Page 16 1 . Recommend removing the Myrtles, actually Cherry Laurels, @ the NW corner, the 8" Cherry Laurel, south of the NW corner and the Pines and the Unkown, actually Avacados, near the NE corner. Revise prior to building permit. 2. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to. be preserved and how you propose to address these impacts ie; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating'to tree preservation. Provide prior to building permit. 1 3 , Since Engineering Dept is requesting that the fire hydrant water supply line be relocated to the right of way, survey all trees in and within 25' of the right of line prior top ?444f t.? 4 . Show to directional bore the relocated fire hydrant supply line to avoid trenching under the existing trees. Provide prior to D.O. Landscaping: 1 , With the plan being deficient in perimeter landscape buffers on the south and west sides it is not understood how the proposed landscape plan is meeting Comp. Landscape Criteria #1b: Landscaping shall be demonstrably more attractive than landscaping otherwise permitted under minimum landscape standards. 2. Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. 3 . Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. 4. Clarify/Revise. Landscape plan is calling out trees in the north west corner of the property. See 10" oak label - it is pointing to a azalea symbol 5. Landscape plant list does not indicate plant spacings. Revise. 6. Could not locate plant labelled "AE" on landscape plan. Revise. 7. Count for plant labelled "RI" does not match. The one labelled 18 only shows 13. 8. Plant list and landscape plans for "TJM" do not match. Plant list calls out 423 and plan indicates 492. Revise. Parks and Recreation: No Comments Stormwater: Solid Waste: 1. Is the line symbol around the proposed pond on the Site Plan a retaining wall? If so, walls may not be permitted on more than two sides and are not permitted adjacent to rights-of way or along boundaris of adjacent property. The above shall be addressed prior to CDB. Prior to issuance of a building permit the applicant shall provide a copy of an approved SWFWMD permit. R.O.W. permit shall be obtained for off site storm pipe construction. Dumpster enclosure required, and dumpster enclousure(s) needs to be constructed to City specifications, and shown on detail sheet Traffic Engineering: Development Review Agenda - Thursday, March 2, 2006 - Page 17 Any future monument signage or structure(s) shall not encroach into sight visibility triangles. 2. Install stop bar and signs where appropriate per current MUTCD. 3 Submit a simpler civil site plan that is more legible and less busy (separate site plan and utility/drainage plan). 4. Show a current City standard handicapped parking space on the civil site plan (City Indexes 118 and 119). All of the above to be addressed prior to CDB. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Prior to C.O., comply with the current Transportation Impact Fee Ordinance and fee schedule. Planning: 1 . Provide a written explaination for Flexible Development criteria for Office: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program. 2. Provide a written explaination for Flexible Development criteria: Front setback: The reduction in front setback results in an improved site plan or improved design and appearance. 3. Civil site plan and architectural site plan do not match. Fence in front stormwater area, parking counts in site data information (11 or 12 spaces). Need to make the two site plans consistent with each other or remove one. 4. 02/06/06 This comment was not addressed for completeness. Therefore the issues remains outstanding and must be met prior to determination of sufficiency for CDB. 01/27/06 On the application, signature page: who's signature is the notory notorizing? That portion of the notory section is left blank, the signature itself is not readable. Revise. 5 . Provide an estimated value of the entire project. 6. The west side setback on the civil site plan has what appears to be three arrows on the dimension line. Revise. 7. Clarify/Revise. The landscape plan indicates a six foot pvc fence down the middle of the viburnum hedge along the west. This does not show on any of the other site plans. 8. Existing and proposed information has been provided, but the site data table is missing the "Required" code information.. 9. Provide a written response to the following Flexibility criteria: Off-street parking: The physical characteristics of a proposed building are such that the likely use of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes. 10. Clarify. How is the proposed office use in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. 11 . Clarify. How will the proposed office use not adversely affect the health or safety or persons residing or working in the neighborhood? Other: No Comments Notes: Development Review Agenda - Thursday, March 2, 2006 - Page 18 • • CITY OF CLEARWATER PLANNING DEPARTMENT Post Office Box 4748, Clearwater, Florida 33758-4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562-4567 Fax (727) 562-4576 February 27, 2006 MYERS, JAY 9170 OAKHURST ROAD SEMINOLE FL 33776 RE: FLD2006-01001 LOCATED AT 1004 TUSKAWILLA ST - Dear JAY MYERS: The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: FLD2006-01001 . These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on: Thursday, March 2, 2006 Please be prepared to address these comments and any others that may be generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, John Schodder, Planner I cc: File ,I1 P Conditions Associated With FLD2006-01001 IZS CIS 1004 TUSKAWILLA ST Engineering Condition Steve Doherty 562-4773 02/15/2006 The following shall be addressed by the applicant prior to issuance of a Development Order: Not Met 1. Applicant shall extend the fire line to the property via Ewing Avenue rather than through private property as indicated on the plan. Line to F.H.A. is an unrestricted line and once installed in accordance with applicable City standards shall become the property and maintenance responsibility of the City of Clearwater. The following shall be addressed by the applicant prior to issuance of a building permit: 2. If the occupancy of the proposed building is medical office, the applicant/owner will be responsible for all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 3. If water meter size is to be increased from existing 5/8 inch meter, applicant will be responsible for paying new water and sewer impact fees. 4. Driveway apron shall not extend beyond extended side property line. 5. Any new concrete driveway apron(s) constructed within the right-of-way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. (City of Clearwater Contract Specifications and Standards, Article 30. 6. Street to west of site is no longer Spruce Street; correct plan to indicate Ewing Avenue as correct name. 7. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within a driveway or other impervious areas.) 8. The City of Clearwater will provide water tap, and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. 9. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). 10. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense (City Ordinance 7573-06). If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. Environmental Condition Heather Faessle 562-4897 02/15/2006 No Issues Not Met Fire Condition Leonard Rickard 562-4327 x3062 02/12/2006 No issues Not Met 02/24/2006 Meet the following and show on plan PRIOR TO CDB: Not Met 9.2.6 Fire hydrants shall be supplied by not less than a 150 mm (6 in.) diameter main installed on a looped system or by not less than a 200 mm (8 in.) diameter main if the system is not looped or the fire hydrant is installed on a dead-end main exceeding 91.5 m (300 ft) in length. Print Date: 02/27/2006 CaseConditons Page 1 of 4 FLD2006-01001 1004 TUSKAWILLA ST Fire Condition Leonard Rickard 562-4327 x3062 9.2.7 Dead-end mains shall not exceed 183 m (600 ft) in length for main sizes less than 250 mm (10 in.) in diameter. Landscape Curbing Condition John Schodtler 727-562-4547 02/07/2006 Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by Not Met the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Landscape Perimeter Condition John Schodtler 727-562-4547 02/07/2006 With the plan being deficient in perimeter landscape buffers on the south and west sides it is not Not Met understood how the proposed landscape plan is meeting Comp. Landscape Criteria #1 b: Landscaping shall be demonstrably more attractive than landscaping otherwise permitted under minimum landscape standards. Building Facade Landscape Cond. John Schodtler 727-562-4547 02/07/2006 Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with Not Met frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. Landscape John Schodtler 727-562-4547 02/07/2006 Clarify/Revise. Landscape plan is calling out trees in the north west corner of the property. See Not Met 10" oak label - it is pointing to a azalea symbol 02/07/2006 Landscape plant list does not indicate plant spacings. Revise. Not Met 02/07/2006 Could not locate plant labelled "AE" on landscape plan. Revise. Not Met 02/07/2006 Count for plant labelled "RI" does not match. The one labelled 18 only shows 13. Not Met 02/07/2006 Plant list and landscape plans for "TJM" do not match. Plant list calls out 423 and plan indicates Not Met 492. Revise. Land Resource Condition Rick Albee 727-562-4741 02/15/2006 Recommend removing the Myrtles, actually Cherry Laurels, @ the NW corner, the 8" Cherry Not Met Laurel, south of the NW corner and the Pines and the Unkown, actually Avacados, near the NE corner. Revise prior to building permit. 02/15/2006 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Print Date: 02/27/2006 CaseConditons Page 2 of 4 • FLD2006-01001 1004 TUSKAWILLA ST • Land Resource Condition Rick Albee 727-562-4741 02/23/2006 Since Engineering Dept is requesting that the fire hydrant water supply line be relocated to the right of way, survey all trees in and within 25' of the right of line prior to D.O. 02/23/2006 Show to directional bore the relocated fire hydrant supply line to avoid trenching under the existing trees. Provide prior to D.O. Storm Water Condition Bob Maran 562-4592 Not Met Not Met 02/1312006 1. Is the line symbol around the proposed pond on the Site Plan a retaining wall? If so, walls may Not Met not be permitted on more than two sides and are not permitted adjacent to rights-of way or along boundaris of adjacent property. The above shall be addressed prior to CDB. Prior to issuance of a building permit the applicant shall provide a copy of an approved SWFWMD permit. R.O.W. permit shall be obtained for off site storm pipe construction. New Dumpster Enclosure Dumpster enclosure required, and dumpster enclousure(s) needs to be constructed to City Not Met specifications, and shown on detail sheet Traffic Eng Condition Bennett Elbo 562-4775 02/15/2006 Any future monument signage or structure(s) shall not encroach into sight visibility triangles. Not Met 2. Install stop bar and signs where appropriate per current MUTCD. 3 Submit a simpler civil site plan that is more legible and less busy (separate site plan and utility/drainage plan). 4. Show a current City standard handicapped parking space on the civil site plan (City Indexes 118 and 119). All of the above to be addressed prior to CDB. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Prior to C.O., comply with the current Transportation Impact Fee Ordinance and fee schedule. General Applicability Criteria #1 John Schodtler 727-562-4547 02/07/2006 Clarify. How is the proposed office use in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. General Applicability Criteria #3 John Schodtler 727-562-4547 02/07/2006 Clarify. How will the proposed office use not adversely affect the health or safety or persons residing or working in the neighborhood? Zoning Condition John Schodtler 727-562-4547 Not Met Not Met 01/27/2006 Provide a written explaination for Flexible Development criteria for Office: No sign of any kind is Not Met designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program. 01/27/2006 Provide a written explaination for Flexible Development criteria: Front setback: The reduction in Not Met front setback results in an improved site plan or improved design and appearance. Print Date: 02/27/2006 CaseConditons Page 3 of 4 0 FLD2006-01001 1004 TUSKAWILLA ST C Zoning Condition John Schodtler 727-562-4547 01/27/2006 Civil site plan and architectural site plan do not match. Fence in front stormwater area, parking Not Met counts in site data information (11 or 12 spaces). Need to make the two site plans consistent with each other or remove one. 01/27/2006 02/06/06 This comment was not addressed for completeness. Therefore the issues remains Not Met outstanding and must be met prior to determination of sufficiency for CDB. 01/27/06 On the application, signature page: who's signature is the notory notorizing? That portion of the notory section is left blank, the signature itself is not readable. Revise. 02/07/2006 Provide an estimated value of the entire project. Not Met 02/07/2006 The west side setback on the civil site plan has what appears to be three arrows on the dimension Not Met line. Revise. 02/07/2006 Clarify/Revise. The landscape plan indicates a six foot pvc fence down the middle of the Not Met viburnum hedge along the west. This does not show on any of the other site plans. 02/07/2006 Existing and proposed information has been provided, but the site data table is missing the Not Met "Required" code information.. 02/07/2006 Provide a written response to the following Flexibility criteria: Off-street parking: The physical Not Met characteristics of a proposed building are such that the likely use of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes. Print Date: 02/27/2006 CaseConditons Page 4 of 4 r ., . • Feb. 27 2006 04:25PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95957138 Feb.27 04:23PM 02'06 SND 05 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEM SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). LL y °I `1Pnrwiter STAFF REVIEW DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE Thursday, March 2, 2006 8:30 a.m. 9:00 am Case Number: FLD2006-01001 - 1004 TUSKAWILLA ST Owner(s): 1004 Tuskawilla Street Llc 801 Snug Isl Clearwater, F133767 TELEPHONE: No Phone, FAX: Applicant Hector Arango 801 Snug Isle Clearwater, Fl 33767 TELEPHONE: 727-446-2111, • Printed: 2/22/2006 Times are subject to change No Fax, E-MAIL: No Email FAX: No Fax, E-MAIL: No Email Representative: Jay Myers 9170 Oakhurst Road Seminole, F133776 TELEPHONE: 727-595-7100, FAX: 727-595-7138, E-MAIL: myersarch@ix.netcom.com Location: 0.75 acres located on the north side of Tuskawilla Street approximately 150 feet west of Martin Luther King Junior Blvd. Atlas Page: 306A Zoning District: O, Office Request: Flexible Development approval to construct an office building in the Office district and includes a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to three feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.13; and reduction to interior landscaping from 10 percent to 2.5 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, a reduction to the north perimeter landscape buffer from, as a Comprehensive Landscape Program, per Section 3-1202.G. Proposed Use: Offices Neighborhood South Clearwater Citizens For Progr Association(s): Clearwater, F133756 1120 Kingsley St. TELEPHONE: No Phone, FAX: No Fax, E-MAIL: duketieman@aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, March 2, 2006 - Page 1 The following sha* addressed by the applicant prior to issuance Development Order: 1. Applicant shall extend the fire line to the property via Ewing Avenue rather than through private property as indicated on the plan. Line to F.H.A. is an unrestricted line and once installed in accordance with applicable city standards shall become the property and maintenance responsibility of the City of Clearwater. 2. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 5624798 in Room #220 at the MSB (Municipal Services Building). The following shall be addressed by the applicant prior to issuance of a building permit: 3. If the occupancy of the proposed building is medical office, the applicant/owner will be responsible for all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 4. If water meter size is to be increased from existing 5/8 inch meter, applicant will be responsible for paying new water and sewer impact fees. 5. Driveway apron shall not extend beyond extended side property line. 6. Any new concrete driveway apron(s) constructed within the right-of-way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. (City of Clearwater Contract Specifications and Standards, Article 30. 7. Street to west of site is no longer Spruce Street; correct plan to indicate Ewing Avenue as correct name. 8. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within a driveway or other impervious areas.) 9. The City of Clearwater will provide water tap, and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. 10. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). 11. Applicant shall extend the fire line to the property via Ewing Avenue rather than through private property as indicated on the plan. Line to F.H.A. is an unrestricted line and once installed in accordance with applicable city standards shall become the property and maintenance responsibility of the City of Clearwater. 12. A separate right-of-way permit will be required for all work within the right-of-way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562-4798 in Room #220 at the MSB (Municipal Services Building). General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense (City Ordinance 7573-06). If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. Environmental: 1 . No Issues Fire: I . No issues Harbor Master: No Comments Legal: No Comments Land Resources: Development Review Agenda - Thursday, March 2, 2006 - Page 2 1 . Recommend remo*g the Myrtles, actually Cherry Laurels, @ thesk corner, the 8" Cherry Laurel, south of the NW corner and the Pines and the Unkown, actually Avacados, near the NE corner. Revise prior to building permit. 2. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts ie; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Landscaping: I , With the plan being deficient in perimeter landscape buffers on the south and west sides it is not understood how the proposed landscape plan is meeting Comp. Landscape Criteria #I b: Landscaping shall be demonstrably more attractive than landscaping otherwise permitted under minimum landscape standards . 2. Per Section 3-1202.E.2. Foundation plantings shall be provided for 100% of a building facade with frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. 3 . Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices- along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. 4. Clarify/Revise. Landscape plan is calling out trees in the north west corner of the property. See 10" oak label - it is pointing to a azalea symbol 5. Landscape plant list does not indicate plant spacings. Revise. 6. Could not locate plant labelled "AE" on landscape plan. Revise. 7. Count for plant labelled "RI" does not match. The one labelled 18 only shows 13. 8. Plant list and landscape plans for "TJM" do not match. Plant list calls out 423 and plan indicates 492. Revise. Parks and Recreation: No Comments Stormwater: 1 . Prior to issuance of a building permit the applicant shall provide a copy of an approved SWFWMD permit. R.O.W. permit shall be obtained for off site storm pipe construction. Solid Waste: I . Dumpster enclosure required, and dumpster enclousure(s) needs to be constructed to City specifications, and shown on detail sheet Traffic Engineering: I . Any future monument signage or structure(s) shall not encroach into sight visibility triangles. 2. Install stop bar and signs where appropriate per current MUTCD. 3 Submit a simpler civil site plan that is more legible and less busy (separate site plan and utility/drainage plan). 4. Show a current City standard handicapped parking space on the civil site plan (City Indexes 118 and 119). All of the above to be addressed prior to CDB. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Prior to C.O., comply with the current Transportation Impact Fee Ordinance and fee schedule. Planning: Development Review Agenda - Thursday, March 2, 2006 - Page 3 I . Provide a written Aination for Flexible Development criteria fold we: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program. 2. Provide a written explaination for Flexible Development criteria: Front setback: The reduction in front setback results in an improved site plan or improved design and appearance. 3 . Civil site plan and architectural site plan do not match. Fence in front stormwater area, parking counts in site data information (11 or 12 spaces). Need to make the two site plans consistent with each other or remove one. 4. 02/06/06 This comment was not addressed for completeness. Therefore the issues remains outstanding and must be met prior to determination of sufficiency for CDB. " 01/27/06 On the application, signature page: who's signature is the notory notorizing? That portion of the notory section is left blank, the signature itself is not readable. Revise. 5. Provide an estimated value of the entire project. 6. The west side setback on the civil site plan has what appears to be three arrows on the dimension line. Revise. 7. Clarify/Revise. The landscape plan indicates a six foot pvc fence down the middle of the vibumum hedge along the west. This does not show on any of the other site plans. 8. Existing and proposed information has been provided, but the site data table is missing the "Required" code information.. 9. Provide a written response to the following Flexibility criteria: Off-street parking: The physical characteristics of a proposed building are such that the likely use of the property will require fewer parking spaces per floor area than otherwise required or that the use of significant portions of the building will be used for storage or other non-parking demand-generating purposes. 10. Clarify. How is the proposed office use in harmony with the scale, bulk, coverage, density, and character of adjacent properties? Reply to each seperately. 11 . Clarify. How will the proposed office use not adversely affect the health or safety or persons residing or working in the neighborhood? Other: No Comments Notes: Development Review Agenda - Thursday, March 2, 2006 - Page 4 `Clearwater February 06, 2006 Jay Myers 9170 Oakhurst Road Seminole, Fl 33776 *CITY OF CLEtTRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM RE: FLD2006-01001 -- 1004 TUSKAWILLA ST -- Letter of Completeness Dear Jay Myers : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-01001. 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 March 02, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, John Schodtler Planner I Letter of Completeness - FLD2006-01001 - 1004 TUSKAWILLA ST Feb. 07 2006 10:06AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95957138 Feb.07 10:05AM 00'47 SND 01 OK TO TURN OFF REPORT, PRESS 'MB4U' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). LL " earwater U January 27, 2006 Jav Mvers 9170 Oakhurst Road Seminole. Fl 33776 16CITY OF CLEIRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MYC LEARWATER. COM RE: FLD2006-01001 -- 1004 TUSKAWILLA ST -- Letter of Incompleteness Dear Jay Myers : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-01 00 1. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Provide 15 copies of the Comprehensive Infill Application. 2. Provide a Comprehensive Landscape application for the reduction to the interior landscaping requirement. 3. Stormwater plan acknowledgement on application is not completed. See section E. 4. Traffic Impact Study acknowledgement on application is not completed. See section K. 5. Revise Affidavit to authorize agent; item #2. "See page V is not acceptable for request discription. 6. On the application, signature page: who's signature is the notory notorizing? That portion of the notory section is left blank, the signature itself is not readable. Revise. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Friday, February 3, 2006 (12:00 noon). If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, (J-f"Owj? John Schodtler Planner I Letter oj'Incompleteness - FLD1006-01001 - 1004 TUSKAWILLA ST ? :., . 0 Jan. 27 2006 03:56PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95957138 Jan.27 03:55PM 00'51 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1- P-FW (435-7329). E r Schodtler, John From: Schodtler, John Sent: Friday, January 27, 2006 3:50 PM To: 'myersarch@ix.netcom.com' Subject: FLD2006-01001 letter of incompleteness letter of incompleteness. pdf CDB Meeting Date: April 18, 2006 Case Number: FLD2006-01001 Agenda Item: E4 Owner/.Applicant: 1004 Tuskawilla Street LLC. Representative: Jqy Myers Address: 1004 Tuskawilla Street CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to construct a 2,333 square foot office building in the Office district: ? A reduction to the front (south) setback from 25 feet to nine feet (to pavement); ? A reduction to the side (east) setback from 10 feet to five feet (to pavement); ? A reduction to the side (west) setback from 10 feet seven feet (to pavement); ? A reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; ? A reduction to interior landscaping from 10 percent to 2.7 percent; and ? A reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. EXISTING ZONING/ Office (O) District; Residential Office General (ROG) Category LAND USE: PROPERTY SIZE: 0.75 acre PROPERTY USE: Current use: Vacant Proposed use: Office ADJACENT ZONING/: North: Office District; Office LAND USES West: Office District; Single Family Residence East: Office District; Office South: Office District; Office CHARACTER OF THE IMMEDIATE VICINITY: The character of the immediate vicinity is a mix of single-family and multi-family residential, and office uses. ANALYSIS: Site Location and Existing Conditions: This property of 0.75 acres is located on the north side of Tuskawilla Street approximately 150 feet west of Martin Luther King Junior Blvd. The lot has 100 feet of frontage along Tuskawilla Street and 135 feet of depth. The site has long been developed with a detached single-family residence, but has recently been demolished. There are Staff Report - Community Development Board - April 18, 2006 Case FLD2006-01001 - Page 1 of 6 • • several trees on the site. The site is located in the middle of a block zoned Office district with primarily single-family residences to the west and offices to the north, south and east. Proposal: The proposal includes the construction of a one-story, 2,333 square-foot office building. The multi unit office building will be oriented to the west property line and built closer to the east to allow parking on the west portion of the site. The proposed building complies with all Code requirements. The site design creates a building and parking lot configuration that runs north and south on the site. Parking proposed along the western portion of the site as well as landscaping and a six-foot tall PVC fence will mitigate the close proximity of the adjacent residential dwelling unit. This site has historically had direct access to Tuskawilla Street and is necessary for proper movement of vehicles and Fire Department trucks. The proposed front (south) reduction to pavement from 25 feet to nine feet has been designed to minimize site visibility triangle issues by placing the five-foot wide ADA walkway required adjacent to the proposed handicapped parking space.. The (east) side setback reduction from 10 feet to five feet is to the four-foot tall mechanical equipment and garbage container enclosure and has been designed to minimize acoustic interference with the adjacent office property to the east. The (west) side setback reduction to pavement for the parking lot is from 10 feet to seven feet and will buffer the adjacent residential property with a solid six-foot tall PVC fence and landscaping in excess of minimum code. The rear (north) setback reduction to pavement from twenty feet to 11.38 feet is to pavement. The proposed reductions to setbacks and the flexibility requested will upgrade and enhance the community character and visual appearance of the immediate vicinity along this portion of Tuskawilla Street. The proposal is in harmony with, and compatible with, the scale, bulk, coverage and character of adjacent properties. The proposed building is attractive including the use of stucco on the upper portion of the building painted a light yellow. Other portions of the building facade will be accented with natural brick masonry and window and door trim will be painted white. The roof will be covered with a light grey shingle. The site will be extensively landscaped, including magnolia, pines, and oaks for shade and wax myrtle for accent. Shrubs along the perimeter of the property will be viburnum and rhododendron. Planting beds will be enhanced by dwarf yaupon holly and dwarf confederate jasmine. The proposal includes a reduction to the interior landscape area from 10 to 2.7 percent. Adequate areas of landscaping have been proposed in other areas of the site to justify the reduction to the interior landscaping areas. Landscaping includes tiering of landscape materials for visual interest and improves the site appearance. Landscaping proposed may be viewed as being more attractive than minimum landscape standards. Code requires on-site utilities (electric, cable, telephone, etc.) to be located underground. The proposed water lines will need to be run down the Ewing Avenue right of way from Pinellas Street and then over to the site along Tuskawilla Street in order to provide adequate water supply to a non-residential use. Careful consideration, such as directional boring of the existing trees Staff Report - Community Development Board - April 18, 2006 Case FLD2006-01001 -Page 2 of 6 located in the right-of-ways is required so as to not damage root systems. Directional boring will be required to minimize damage A retention pond is proposed in the front of the building. The pond is designed to have 4:1 side slopes adjacent to the right of way (Tuskawilla Street) and the adjacent eastern property. CODE ENFORCEMENT ANALYSIS: There are no active code enforcement cases for the parcel. COMPLIANCE WITH STANDARDS AND CRITERIA: Section 2-701.C): STANDARD PROPOSED CONSISTENT INCONSISTENT FLOOR AREA 0.173 X RATIO (0.50 maximum in R/OG IMPERVIOUS 0.67 X SURFACE RATIO (ISR (0.75 - R/OG LOT AREA (10,000 13,493.50 square feet (0.309 acre) X s q. feet min. for office LOT WIDTH (100 100 feet x feet min. for office FRONT SETBACK Nine feet (to pavement) X* (15 -25 feet for office REAR SETBACK (20 11.83 (to pavement) X* feet for office SIDE SETBACK East: five feet (to mechanical X* (10 feet for office) equipment enclosure) West: seven feet (to pavement) HEIGHT (30 feet for 14.5 feet x office PARKING SPACES 12 spaces x (3 spaces per 1,000 sq ft for office; 7 spaces required) * See Analysis for discussion Staff Report - Community Development Board - April 18, 2006 Case FLD2006-01001 - Page 3 of 6 C • COMPLIANCE WITH COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (Section 2-704 C): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for X development is otherwise impractical without deviations from the use, intensity and development standards. 2. The development of the parcel proposed for development as a X Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties. 3. The uses within the Comprehensive Infill Redevelopment Project are X otherwise permitted in the City of Clearwater. 4. The use or mix of uses within the Comprehensive Infill X Redevelopment Project is compatible with adjacent land uses. 5. The development of the parcel proposed for development, as a X Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. 6. The design of the proposed Comprehensive Infill Redevelopment X Project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height and off- X street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 8. Adequate off-street parking in the immediate vicinity according to the X shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of the parcel proposed for development. COMPLIANCE WITH GENERAL STANDARDS Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties. 2. Development will not hinder or discourage development and use of X adjacent land and buildings or significant) impair the value thereof. 3. Development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the X immediate vicinity. 6. Design of the proposed development minimizes adverse effects, X including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. Staff Report - Community Development Board - April 18, 2006 Case FLD2006-01001 - Page 4 of 6 0 - 1 0 FINDINGS OF FACT AND CONCLUSIONS OF LAW: FINDINGS OF FACT 1. The subject 0.75-acre site is zoned Office District and is located in a mixed area of residential and office uses; 2. The current use of the site is vacant; 3. The proposal is to redevelop the site for offices within a one-story, 2,333 square-foot office building; 4. The site is adjacent to offices on the north, south, and east and residential to the west; 5. The proposed reductions to setbacks and the flexibility requested significantly upgrade and enhance the community character and visual appearance of the immediate vicinity; 6. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 7. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; and 8. There are no active code enforcement cases for the parcel. CONCLUSIONS OF LAW 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B: 2. Staff further concludes that the proposal is in compliance with the Comprehensive Landscape Program criteria, per Section 3-1202.G; 3. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; 4. Based on the above findings and proposed conditions, Staff recommends approval of this application. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on March 3, 2006. The Planning Department recommends APPROVAL of the Flexible Development approval to construct a 2,333 square foot office building in the Office district with a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feet seven feet (to pavement), a reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2- 1004.B; and reduction to interior landscaping from 10 percent to 2.7 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. for the property at 1004 Tuskawilla Street, with the following bases and conditions: Bases for Approval: 1. The proposal complies with Flexible Development criteria as a Comprehensive Infill Redevelopment Project, per Section 2-1004.B; 2. The proposal is in compliance with the Comprehensive Landscape Program criteria per Section 3-1202.G; 3. The proposal is in compliance with other standards in the Code, including the General Applicability Criteria per Section 3-913. Staff Report - Community Development Board - April 18, 2006 Case FLD2006-01001 - Page 5 of 6 0 1 1 0 4. The proposal is compatible with the surrounding area and will enhance redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That prior to the issuance of a building permit a note be added to the landscape plans indicating: Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 3. That the landscape plan and plant list be revised to correct the quantity of the plant "NR" - Indian Hawthorn, prior to issuance of a building permit; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 5. That a tree preservation plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture be provided prior to the issuance of a building permit; 6. That the civil drawings be revised prior to the issuance of a building permit to consider removing the Myrtles, actually Cherry Laurels, at the northwest corner, the eight-inch Cherry Laurel, south of the northwest comer and the Pines and the Unknown, actually Avocados, near the northeast corner; 7. That a survey of all trees located in and within 25 feet of the right of way line be provided prior to the issuance of a building permit; 8. That prior to the issuance of a building permit a note be added to the civil drawings indicating directional boring of the relocated fire hydrant supply line to avoid trenching under the existing trees: and 9. That all future signage be architecturally integrated into the design of the site and building Prepared by: Planning Department Staff: Jo Schodtler, Planner II ATTACHMENTS: Location Map Aerial Map Zoning Map Existing Surrounding Uses Map Application S: (Planning Departmentl C D BIFLEX (FLD) (Pending cases) Up for the next DRCITuskawilla St 1004 Dr Arango (O) 030206 (JVS)IFLD2006-01001 Staff Report for 041806 CDB.doc Staff Report - Community Development Board - April 18, 2006 Case FLD2006-01001 - Page 6 of 6 Bach Locate Hell) Exit Codes ?T- PINELLAS S? SF? TUSKAN'L£,A rj r, Future Land Use r, r Zoning V C" Pinellas County e Aerial Photo vjs E Refresh Map Autama&ally • i TUSI(A !L Legend • Past?allnareasat? Streets ? • i l? 0 0 MI . .. m.:, ... 5caIe 1 1,3'7 ` rylap 24 75032 , 1315605 2 - Imaoe. 129 , 291 'Start "? i ; fi,bos Microsoft 0 ,., ?Tidernark Ad. an?a?e? 3]pity of Clear WF, (-? Streets r. Parcels or L SFK VA LAW) - cz rf Clearwater Clearwater Zoning- Layers Visible ,active OFF ( /T-TAW r t°7E Parcel -? Information i 1 Local intranet v a,e: #jClearwater Zonin... ? Y - - 46 PIA Map Output 0 0 Page 1 of 1 http://msb-gis-intlservietlcom.esri. esrimap.Esrimap? ServiceName=OVMap&ClientVersion... 2/3/2006 Map Output Page 1 of 1 http : //m sb -gi s-i nt/servl et/c om . esri . esri m ap . Esri m ap? S ervi ceName=O V M ap& Cl i ent V ersi on ... 2/3/2006 • • 1004 Tuskawilla St -Subject Property is currently vacant. • • 1000 Tuskawilla St - A single family residence west of subject property. • • 1000 Tuskawila St. • • 3 -2006 - _ to rk. _a•?ma 1260 S MILK - An office building east of subject property. • • 1000 Lakeview Road - An office building south of subject property. • • 1000 Lakeview Road. • 10 15 Tuskawilla St - A single family residence southeast of subject property. • • 1001 Pinellas St - A single family residence northwest of subject property. 0 1001 Pinellas St. • E FRANKLM ST w < z w 4QTO i t RAN RT ST D ® 1:1 O, 3 CIR ?J < FRANKI? ST COURT a GWLD ST E < F1 a w m i O= EY A ROSA BROWNELL ST ?? 0 0 ? CHESTNUT ST COURT ST COUR ROLE <? ? ? ^ a ROGERS 0 1:1 R? = ( ( ? a R TURNER ST > < v 13 ?? NAROUJ ? P z INE N u ?g ty",_ PmM Q PINE PINE ST PINE ST T O r '? s P H I PINE z fEn. I DRUID RO ? W DRUID RD ? DRUID z ? JASMINE WAY JASMINE WAY GP 5 - U Y < .145 JASMINE ? El ORK G?? r ? z y MAGNOLIA DR + MAGNOLIA L ? ¢ 1.1 y rwcNOUA LOTUS E PATH LOTUS a U PATH .LOTUS PATH LC_ K 0 ? F-1 .- PAT JEFFORDS ST JEFFORDS z ST o g ?w ? PROJECT GRAND CENTRAL BARRY ¢ ST? -J R ?? 0 0?? SITE a s TUSCOLA RICKER rn PINELLAS a a ¢ pt+E?V=' p MILTON ST w a ¢ WATKM$ WATKMS Z TUSKAWILLA iua?wAYa Q j Q mC?zC? O ? BROW N IN w < ,,. ? ? ? ? -.CCR9 ETT D ST A ST DR _ /?F r......... GR. CBB rc 5 { ' f u > < NORM V- q w o >W F a \f/??? \L?\ PO y LAKEVIEW e a a ?iY sovrH ST 0 5 o ? 02 `L sa w m z 3 ? N SAS 8 'O DR E F 3 ? ST ¢ . KINGSJLEY ST _y a 0 ? r uM O Sr QUEEN ST y? i- O QUEEN\/ OTEM ALMA A w z rv? 0 BELLENEW BLVD ¢ C--? `y S BELLEWE BLVDz cm, wm II/J LEAF w y WYY f ? n - S w 4-k WILOW000 WAY ?/ TI W ?? ? a? ?? nn Ilii pp Q D W Q $? a WOODLAWN AVE - WOODIAWN ST NNOIXAMM S7 y? NURS ROEBUNG. ROSE ROEBUNG 0? < ?Z ' ' . ovERBROOK R .. S < HOWARD ST ... S D T? EASTLEKiH BRYANT MC 0 ? w W HOWARD? OR Ibx.re a s F r ¢ >[ K w m Loction Map Owner: 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Pa e: 306A PINS: 22-29-15-58086-013-01 10 22-29-15-58086-013-0120 S:\Planning Department\C D B\FLEX (FLD) \Pending cases\Up for the next DRCVuskawilla St 1004 Dr Arango (O) 030206 (JVS)\Map Request Form.doc • • f r r { I/ ° r - ..'? T, III . a • '.4. 1 . ?• nom. "'t;' .. /? '? ? 1 ?r rgn. VUSl ITILLA I R A - r -L IJ Y , Aerial Map Owner. 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: _ 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 S:\Planning Department\C D B\FLEX (FLD) \Pending cases\up ror me nexr UK(.-Vusxawwo ar IVU4 uF Hrongo (O) 030206 (JVS) \Map Request Form.doc ® • 11 1 1 1 1 GRAND CENTRAL ST w ir'k ? --A 1 rl ,_ 1 f 125 I J -_t.J rJ I I I I--' G ? -- I 1 - SF 1 1r-1 a 1 ; m 1 J i' m 1--6 1 ?1v L-- L-?i $ $ m bi r r $ w rn ai , j Q U TUSKAWILLA ST O 4 H I r I I I ° -t I I gJO _?, L N - i_w1 I f? 1N 1 o _? m SF ?_ 1 1 1 I 1 I I I I 1296i ?n rn N rn~ m rn o rn IN _l Ol ?i QiJ _ ?f to ed I ! I _f I rn a 1 1 I DEMPSEY ST I r-----, ,? .n J , ---- 1232 i y -- `, -= I 1 1 ? 1245` ? j? /j / /te / / I 1234 - / e / I 1}31 i I ??.?J ^.•-`Ir,l ?` 1 1245 I 1--, i I 16 Q 1243 t---------- 1239 1 1 ?- -? 1--1 8 I1 - L12p j it 1 r= -----, r-- 1 MFR 1 I t Y 1251 , L, I 1 E PINELLAS ST -- _ 1 b? N W I °I °I -?I 2 1255 , I Q Bice P/NELLAS ST ---' ; -- ; 1---; Q C', co C, I I 1 N?v N . { ?I h I " W I 1 12601 y o 1 I 1 „ , 1 1_ I 1 1 I r 1 I r ?- 00 --, g i r---- o --?--------- - I I I 1 I I I 1 I 1 I; ? 1 f n?iCe 1 I I Io1 I I I I 1 I a 1 L__J ?o I I ° I TUSKAWILLA DR 1 I 1 O 1 r J^t= lJ'--L ?Lf-? i -1J ?!L I ? I 1 ? I I J ` ----_ -------J I 1285 12?7-I ` 2A9 J 1 ----- ' I ---r-- 1?9tl =' ? 1 1 - 1295 --- t I r 1 t_ 1 _ a LAKEVIEW RD 1305 0 ° R 1304 1307 1306 Q 1309 1308 Q 1311 1310 O 1,11J 1313 ,11 13161 ~ L_ Existing Use Map Owner. 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 c•\ Pi--t*nn r),nnrfmant\e- n R\FI Fx fFl n)\Penr/inn cases\L!n for the next DRC\Tuskawilla St 1004 Dr Aranpo (O) 030206 (JVS)\Map Request Form.doc 0 0 I I I t 1 I I 1 r------, I 1 I I 1 I' I I I I----! I 1232 _? t o I v l0 I l o Ru°° _4R ?-_ J 1 I GRAND CENTRAL ST I 1 1249 r---, 1--_,! I _ 1 I 1234 -? -? l --t? 1k31 1245 1243 RH -____-__ t?U --- 1239 I I t_ -t I---I 1251 , RIOG PINELLAS ST m m i I 125 W f ?I °?'-' I 2 1255 _ I_nl _r: RM 1 I± 1 1280 y 1' I - I j 1 1 11 I i - ' $ R/OG I I ' RW TUSKAWILLA ST ---- ---------- y0 TUSKAWILLA DR ? Io Q, ? I I 1 y I__J i ~ --------J I 1285 r v------ 121f7?-I 12x49 21 ? ?'t--- r-- 1Z8Y '' 1 I 1295 ` L=j %Z i_ _J LAKEVIEW RD CG [1307 PU 1308 RU 1308 DEMPSEY ST 1310 1?,11J Q? ` • ?/ r1' 11311 ~ L_? Future Land Use Map Owner: 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 o od ? I t i ? I r 1 ? ? t I _ $ $ -? v - 1 ? r rl m ? j J --rJ r' ? I I -' I- i ,. 1 L I i :_I -- - I I I I I I 1 L- r 1 I r? I I ? L- ?r°'1 i I m rn i i - r-I I I i I ?- i? 1 1 1 12 ¦??? o N m N rn ? rn rn I I I I ' I I j 1 ' o I ,,IrI?-I :C ?I I 1 1 R I S:\Planning Department\C D 8\FLEX (FLDJ\Pending cases\up ror me nexr urcc: vusKawma .3r roux ur i+rangU (O) 030206 (JVS)\Map Request Form.doc i ? ' 10 1 L I I I I I I 1 ?6- a5 rn I---- 1232 , r_ I L..i 4 /,??/n I t I ? ?? j 1 --1? Y V I 1 1234 I 1245 y I I _? rl ?? I , I I r j l I__? j I-- y 1243 1- 1239 1 I 1- -? r-- I -- 1---i Lim ---j 2 I 11 I W O N 7 1251 I O I , O _1 O , L U J t LMDR PINELLAS ST 125 1 ' 11 Z 1255 I: r _ rt_ 1 ?1 °j -I PINELLAS ST I 1 oN NN' lgC, 1 I 1 L J I I til--Y ?Lr icy .F`' ^f - I 'I I O I I I 1 I j 1 12601 I 1 I I I I Il I r ' _j - r r r, I I 1 t I- I W 1 1 ? m 11 r ^ m Q o ^ ^ i I I 1 ? 1 r'nLY PiD? ? I -Lir= 1 I l o^ I I I 1---1 -------- 1285 12"-j 1 12"-j ' I I 1295 1 ' 1----, '--1_r-- l 1 N N ? the (OHO 8 a r I Ol iJ r g to j 1 1 1 f 130 ^ 1 8 `1 0, a, f _ 1 - f L 1 - 1 1306 ? C - - 1309 1308 fi I 1311 OS/?? 1 ? 1; 13 31- 131 Zoning Map Owner. 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 .q-\F nninn rkpnadment\C D B\FLEX /FLDi\Pendina cases\Ur) for the next DRCVuskawilla St 1004 Dr Arango J --7J r l ? 1 I I--' G I I ? I_J -- - I E L J L I ? I -1 L-? r r a, '? 1`cal I? I OS ? -pry 1 1 I ?_ 1 I 1 R I I 1293 ? o N ?O O Oi Oi OO 1249 1 I L_---r-- ONi I I I I I I I I --1 I 1 I I I? I `?' I I I N 1 (O) 030206 (JVS)Vvtap Request Form.doc 1] • Flexible Development Application - Map Request Planner Name: John Schodtler Case Number: FLD2006-01001 Date Requested: February 7, 2006 Date Requested for (date): February 28, 2006 Maps Requested ® Location Map ® Aerial Map ® Future Land Use Map ® Zoning Map ® Existing Surrounding Uses Map Required Documents to be submitted to Engineering ® Legal Description ® Survey ® Map with Proposed Site Highlighted Map Name Owner: . 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 S: I Planning Department) C D 81 FLEX (FLD) I Pending cases 1 Up for the next DRC 1 Tuskawilla St 1004 Dr Arango (O) 030206 WS) I Map Request Form. doc Map Output . Page 1 of 1 1004 Tuskawilla Street • • • • 43RAND C-ENlTPAL ! ! ¦ • r PINELWS w 1 • f • t• 1 •1 • 1 1 • 1•l• TtJSKAVWLLA r • • • • O • DEMPsty • s ¦ • ¦S, a • r • • • • s- • ¦ • ! PINELLAS TUS KAWILLA • a I ? N?I?I http://msb-gis-intlservletlcom.esri.esrimap.Esrimap?ServiceName=OVMap&ClientVersion... 2/7/2006 6 0 FLD2006m,01001 1004 Tuskawilla Street 2/7/2006 FRANKLIN ST N Q?O RAN n r < FRANIDkW ST T ST ¢ a ? ? i GOULD 5T R C E S w ° ROSA i'? m a Y ? D D SANTA BROWNELL ST ? Y V • CHESTNUT ST C OUR COURT ST ??(J ¢ ? a ROGERS a? ROGE L E FROG RS ST 1 R - SS V ST ? TURNE a a ? ?? z o NA,eDLn P NE P < m 8o i ram O PINE PINE ST PINE ST R S PINE 9 O 2 P 5 ¢ O H. - Su LA PI q a -ff DRUID RD W DRUID RD DRUID 0 0 Z U?I Jf j W JASMINE WAY ? ? JASMINE WAY ?? 9 $ JASMINE yygy a JAS ? El ORK GP ??? w MAGNOLIA + MAGNOLIA OR ¢ rc Ea? O L LOTUS I?PATH LOTUS PATH LOTUS PATH tOiuS PATH U LIA [::] 6? ? ? ? TUS PAT JEFFORDS ST O JEFFORDS zW ST X50<Oa? PROJECT GRAND ,,... R ?__] C=L =u? 1 IN SITE a BARRY ? ? m _ i 5 TUSCOLA ST J = w KICKER PINELIAS rc > y PInMw. F w O E M0.TI-? w WATKMS 3 WA?KpIS - -- _ 3 TUSKAWILLA PN ` .M Q V Q Yurex. 10 ?' O BROWMNG ? a ?m DR OORBETT ST A ST o CRASS D ffuu ?<?6 < Q a ?T.. .... K PO V- o NORM LAKEVIEW a a Emiy . t SOUTH ST p S ?H $ 5 O ? ? z i m y FSY m ?. /?, . O 3 f s a ¢ O DR' Q ST 6 - W KINGSS EY rST ? ._. ' ? u 7d rr T UM 5 -EMU. O sr m QUEEN ST O (__ V} O `s w ? ...:": m m -` QUEEN Z ALMA - , .... wr,.y BELLEVIEW BLVD. m BELLEWE BLVD u ? S w LEMC ^ :k WWLDDWWOOt{OD WAY f WQ 6 o Q SEAi '[vJ L?-?1?Q Wtl.aaa Q w a WOODLAWN AVE '- WOODLAWN S7 '- --WWDLAWN Sr ? NU' ROEBLING RD N o i ROSE ROEBLING Pawl a a > a??? .r"° .,.i1'F?mi?? .. a OVERBROOK HOWARD a 5i RE s a a m EASTLEKiH - DR Hwn/e CT BRVANT ? O ? ..... ? ? ? HOWARD? F Z Y n m 6 Loction Map owner: 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-0 1 001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-01 10 22-29-15-58086-013-0120 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Up for the next DRC\Tuskawiila St IUU4 UrArongo (O) 030206 (JVS)\Map Request Form.doc I I{ I i l 1 m GRAND CENTRAL ST -1, Er I iJ ?! i_ f?8 ' 1('S43 ?2 11? W J I I , W 4 h O a `°o J• J .J J ? I I I ' _-r r -- i - 1 L lJ -- L_ ? L_ 1 F>_ I I . -T _ IN-IF K . I I I I E 1 -1 -` _ L - L_9?l I l_ TUSKAWILLA ST I SF' k I I i-! I `- i ? f I I I 1295 ro ? N ? m rn o rn I N ? O ? Vf1 r to of j' j r l l _r rn a 1 1 DEMPSEYST 1232 1239 I - i I I I of I I I I I I I { Office I f--- I g I I 1 c?i a ol I OR 1 L__J c ° 1 Existing Use Map Q I X, 12a Y 12,51 W 1255 Z F. 1245 PINELLAS ST I 1 I ? - L-------------------- TUSKAWILLA DR 1 I r C - 1 " 1 o I I t 1__J L =- -------J I 1285 r V---?-- 12$ -I j ?9 l r?9o =? ------ I I L..._--r-- 1295 --_ 1 I- i i _ Cm F LAKEVIEW RD n O r ' .+ 1305 1304 1307 ' 1306 Q 1309 1308 Q 1311 1310 O 1,f1? 1313 _.I ? 1s1f: ~ L__ 1 Owner. 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 SAPlannina Department\C D B\FLEX (FLD)\Pending cases\Up for the next DRC\TLJskawi11a St 1004 DrArango (O) 030206 (JVS)\Map Request Form.doc - M,FR I L__ d -_, o PINELLAS ST 1232 RU ° ; - -i? o ' ' a l o ?-- GRAND CENTRAL ST I I 1245' , I 1234 1'31 i W ?? ?J-`rrv ?4W r?? rj 1245 - F -? 1 --t? .J 1 ?r 1 I I {?-I_ _ I--, I I a 1243 RH ' I ------------ RU 1239 1 1 `- -'--1 7 t---I L1. It 1251 , L-- g-? o --1 LMU --RIOG PINELLAS ST co 125 r- r- 1,21 W °I 1255 I I ? I I I ?I ? Q ---; - RM I N I rl ; 12601 y ; ~; _ 1 1 1 1 I t? - - to -1 ?' I j I •- I o- ---- ?o A-?---------- TUSKAWILLA ST i----1'?!!r? ---------- o TUSKAWILLA DR a , I I o I I y I---' ------ -------J 1 1285 ' 12$7, ` 1299 1 , i t J _ _r-- 1 , 1295 ' LAKEVIEW RD .? O ^ r r W 130 I I _PU 1306 Q RU CG ;?? .? 1309 1308 Q DEMPSEY ST 1311 1310 O 1i11J 13J3 RHOS , 3 i1 1131 L---' Future Land Use Map Owner. 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 N m in C+ 1 _ --rJ r 1 ? '- I l I I '--' - - I I I I - _ r_L I 1I 1 J 11 I _? I I J t I_? I r ?? o -? -?.I _i I I ' L `r 'a I I r_cr I I ri I I to I rn c rn -ors 1 1' 1 r-p+ I 12't R? o $ N rn m rn o W I I I I , I I I I 1 I ' I 1 1? I 1 t?i F 1 0 ' N I X0 1 1 ° I S:\Planning Department\C D B\FLEX (FLU)\F'ending cases\up ror me nexr urcc. vusxownra ,)r rw4 ur hrurlyv (O) 030206 (JVS)\Map Request Form.doc • 0 ':l,L ST -- N ,r { u ? ? 1 Q$1 [It I - LLA ?l: _ :; gar FR _. A Aerial Map Owner: 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size(Acres): .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 S:\Planning Department\C D B\FLLX (FLD)\t ending cases\up Tor me nexr Urc? V USKaw111a 3r Iw4 UI HrUngU (O) 030206 (JVS)\Map Request Form.doc 0 0 I I I 1 I 1 1 r___-_-ti JLJ I I I 1 I I I I I j 1 I____ I 1232 I I ' Mhoj 1 IV 8 I I 131 i 1234 -? -1rv ??? ? 1245 I _-_J 1 r ` r 1 \ r- rI ? 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I ; 1 w wjjw 130"1 /t 1304 i rn a 1 _ I - - 1 I 1301306 1309 1308 - 1311 1310 1 t A OS ? 1 1 ' _ / 13 3 i1 13f Zoning Map Owner. 1004 Tuskawilla Street LLC - Hector Arango Case: FLD2006-01001 Sites: 1004 Tuskawilla Street Property Size Acres : .31 Atlas Page: 306A PINS: 22-29-15-58086-013-0110 22-29-15-58086-013-0120 SAPlanning Department\C D B\FLEX (FLD) Vending cases\Up for the next DRCVuskawilla St 1004 Dr Arango I l -- __tJ I r -- I I I I I__J i J _ ?. I L L` 1 I I _1 -- ` - ?I I I I I ; ? I I 1 I 1 1 I ? ? 1 ? 1 r_ -1 I I ` Icy r I 1 r-g 1 1 rl rn a j 1 f? I r 0 __1 J r__.W r?-w "? m O n ao _J 1 1 I I 1295 rn a a a I 1 1 I I I I j I ; 1 II 1 1 ; I l 0 1 . :[ I I I ? 1 f--J mol l ° 1 (O) 030206 (JVS)\Map Request Form.doc • FLD2006-01001 1004 Tuskawilla Street 2/7/2006 ?? `""?<i it .9'[•!. y.? 1Fre _ a' 1004 Tuskawills St - Subject Propert} is currently vacant. 0 • 1000 Tusk-mvilla St - A single famih_ residence Nest of subject propcM . 1000 Tuskai ila St. Ow- • 1260 S MLK - An office building east of subject property. 1000 Lakeview Road - An office building south of subject property. 1000 LakeN ieNA Road. 101 i Tusk-am ills St - A single family residence southeast of subject property. wumm" m 1001 Pinellas St - A single family residence northwest of subject propert . 1001 Pinellas St. 03/08/0 6 r - - - - - - - - ----------- T - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - I L1/2• 1 ,2 - - - - - - - • ?- sa (v) w tvt 2 0 43 5EGT70N 22, TONWSHIP 29 50U fFl, RANGE 15 EAST w llvt # Z LY I I i i ti PINELLP6 COUNTY, FLORIDA O Q I 1 0 + p ql ,.• 1 M p" .. x G N ? ___ _ 1 / I I - 16.01' ' ms Q d W 1i N/ CV d IL a d ? a gf .--- t m 1 a__ ,? ' 6 I (?/ ?? ;1 , J B /,_. IA19 11 ? 13, e PA- 13, 9uBDNB OF Ei.Gti15 t9 m190E MILTON V (IS RECORDED NPLAT BGVK 10, .AGE ]D. PUB C RFYgRD3 OF PNE JS CGVN . -l1 RmA z W W W Q J 0 O ; y A. pW ?__ \`\ '\R r^ ? r Al ? V y? .IC N RIO W 1= O y freer, OPR1YTiQ1?:. AC4G"T;;AD / \ 0 LL / 1 d I E. ? Li \ I.y N5UiN1CE RATE MlP . 120 OIL N. DA1ED MAY n. 2005. O . Z O 1 Z ,, / JJI ?? K S?PAw NERECN NRAEVBDLpAPLQtIOA SOR \ i i I ASPHALT ryARKMG q \ 1 U \ ` R ? E I / ^ 5 1° t g ?? KAREN M. RAM 0.' MD. Q., V E S B ?"^?c'?/ REMOJED;I , 11.20` .3'NRB 1 I? 5 % 1 \? 00?' qq sa tvt 4 ? I 6 y m N`" U TE D T __ r------- . sa (v) . • so'v o _ ___ ____.?__ 51 A A: I \ F1R", 4 4 100. 04) I 1 1 LB #2°43 Q , I 1 \ I _ 4• F . I ` = ( 'p $ FIR 1/2' LB #2013 Q' Y NO @IVRCNM@ITN,LY UNIOJE TREAS. LAND I+?A: 1S,SQ050. FT. O.St ILRFS 1 EWSTNG uNR, TO BE 1zH•10•/m , PROf^OSED uwT \ \ • %y I / 3 y? < r - 4 Q r N A1R : ,ACS. IICd.UDP45 , N/G REQIR® P/RKNG: OFMICE X., SPK.rS NQI VEIRGlLlR PAVED AREA: 954192FT. (NCA#OT'_S BWLDINGI ' \\ i Si • 'yj / r W VHiI A!L/4¢ AREA 50DI 90PT. (•AD %OP PAVLD7 SOtT. AIP0 4 --______ __________ i _ AG ]D / PR1N Z O L/f15O G RCVF NEYSNi:PI6E ID OF PNELLA9CM4tt FOR EFG@@R 2 t A P I B L 0 C K , 5 F V qEA ?;T %T P ROX LOLATIQI o OF (s• PEE I /901JD PYC FH•ICE i 1 14? 6• E MTHiKR LANDSCAPIJG: 13/50.PT, 1.1 %OF VE)11GULMt Use AREA NOTE: ALL B(i®RIOR LISHT9 TO BE ON TP-1@t TO Tllf W \ Ab ?`? °° • OFF AT9PM. \ i p 2p \ 1 3' 0' ? SCHEDULE OF DRAWINGS APPROXCMATE TILN OF B• 0 1 n R / 12• ? . Nr9 TO ?-BY T I wR?,EY DNECTI Ek.T2N6 ? - SHALL BE 00l? RECLRED. > i ' " I Y >? Q ARCH ITFGTUR,4L. A-I 511E PVN , A-1 EIEVATICNS 04 ` !y ROOF PRUNNG ', I I P , . LJ"V `Ar ?IK! s Ir i-- , TREE BARItK.ADE W ; .N 13• 1 \ AO L_, LA1lD5GMN6 PVN O 24- V W1CTKlN CMPG ENG r W cl 3 v 4 EU [NG Cp=E LORVA RRE PRGV@ITtON GODG q, I, m I p0 p°' E 0' b x ? 25 jnt ? ? % STRUGTUPE 29 MPN fN 95ECQmG T/ V H 4 0 a?° 15 \ N 11 Q KA 5 LR5 ON . w \ O ---- 12" 15• NJPR0IEOTEp LTL°PRNKI.ED _ ? \ ` 3 I I I PLANTER I 50.5G9@l! W1L ((?? / i \, \??? I I I STOR?MATiO1RY I ? 1?1 1 ? 3.5' 6.+ EUtlDNG TO BE _________ __? TREE BtRRIC ?\ I V. I I ?A TREE BARRK.KR , ? > 1 i REMOVED KOI ? FINSHED BOOR .43.12' rl? ' ?__•-__ RET@lT1CN ; •l•- \ I ? _-`` I /i I I Im I ROOT PRllNNG ' I ' ? / ? REMOVE E%ISTWG _ 11? 1 % \ SAX 11 ? 1d?' 1 I -__ ____ TREE I3..RRICCADE ? s a ® LINE A 1 `\ PRUN /ICI e TOEE - I ,y. lh ____. TREE LEGEND ' 1. CHERRY LAUREL F IL -'-_--7-ov(M) ----------- LL ______-- --- \\ 1 M q '(M) 100'(P) voe 1/z• ,? a ie^ ¢ 6 go. = OAK Z gr sR I sa tv) so• cv> -- ? _______________ sa (p) ------------------------ ------ -------- ____ __? =PINE w PALM . F TO1' w ' o - "? y 'O PP Ewsm+G s• slDevvx snv eq? V) oF rs-? NYDRA.IT - `` © UNKNOWN X TO BE RHLX.ATED ? ?'- TO eE RELOfI.TED 2' CONC CURB• ` Q © = MAPLE _ . . 0 °y . '99 a , TUSKAWIL A STREET e ?; I . •. SITE PLAN TE . S O - 11 10 1 5 (60' RIGHT-QF-Y'4AY) 1 q 5 9 ___ _____ _ _-___ ____ _____ rr A - '10 • • PALM PLANTMG DETAIL N.T.S. TREE PLANTiMb DETAIL SHR1,15 PLAMTIN& DETAIL TREE BARRICADE DETAIL --------------- so- (R) i i i 1 i 1 I V Ir ?m 1 1 -IT 1 '1 V9 0.03' 19 ---------- 00 --r-- i_ w (p) _ HR 1/2" -1 U 92013 i s a TU5KA1^ULLA 5TREET a (60' RIGHT-OP-WAY) .---------------------------------------?----'- 8 F Z I Z Z I Z? F m m m m m m J m m m m m J m ° o m ? O O ? C ° p Q. m ?ho o b ^ ? ,? m o gg g ?j ?S E F W < 5 < 0 '?a P _ m A Q n P R mA n' LF ------------------ --- TREE LEGEND ar - MYRTLE - OAK ® - PINE ® - PALM 5ITE PLAN © - UNKNOWN (D = MAPLE Scale: t' = to ------------------ c0 C=D J Q C w N C'-:: C3? w 0 C) LLI Q i ? ? 8 W W JQ Q 1> N CSC W W U-1 0 Ix p U (D LU 0m Q VE ? O L ?- ?U a • ELtY. 14•_b• _ _. .. . ___ ... - ROOF MmPOMT ... ."-. _-'. ? ?*' F ? . r ', J` 1 y? i to S 1'?.r .1 .¦c{e.. 7 Y '. •L - f"' ?'rtl??a? _ ? ? __?__ __? __ __ _ ?; -. ?` ! J i 1 , l _ . r > p i 4 7 s B 6UILDRI6 ELEVA - •r.-'.L^*..' -?^' w' . `? ?... "51F' , -?:s YeE)T ELEVATION Scale: 1/8" = V-O" ' 1:/30/05 2131VM8V310 30 At10 1N3VYIdVd3a ONINNV'Id 9002 0 0 vw 03A1303d 1VN19R10 ELEV. 14'-b" ,•. ... _ __ ,. ..._. ;'?` ?}.?;'",; ??-+'s?*? ? ??,? '',.'•tcE ?'rJ?:t; ?'-? .?t"?? ? g ?„... 's+F-'.rw'^°_?p,,,*? - »,,aF,r7N`.'.'.:?#,?li:s3?" ?..- r y..?S. A ?J.L?o4b1" w`?".?"'d"?.i"?' -?'ri?y? +'?.+P??i. ? '..?s.b.'??*`?? ? ? I'c e f y..? .Y 4 e•"` ... .,,1ef•?. ? ??' .'.,?., 'RU BAGE euu.DM5 ELEVATION ..- EA5T ELEVATION Scale: 118" = 1'-0" 11/30/05 • 6 2131dMaV313 AO XLD 1N31NOW34 JNINNMd sooz 6 o 8rw GM303d IVNIEMO NORTH ELEVATION Scale: 1/8" = 1,: e M?Nr >I I6 ELELEVATIO'N 11/30/05 • SOUTH ELEVATION scale: f7a" = 1'-0" ROOF MmPOMT E1.tV. 14'-6"? ME EUILDING ELEVATION EL:r i 1/30/05 r LETTER OF TRANSMITTAL FROM: MYERS & ASSOCIATES ARCHITECTURE, AIA, P.A. AA-0003461 9170 Oakhurst Rd., Suite 3B Seminole, Florida 33776 TO: Jt'+ 6V COMPANY: GIG'/ '* C-";A L'j 4TP1 _ DATE: RE: ?LTJ2ZP(° ` a 11D D I 1 a? ? 7u 5 )c.,awt I-c..1? S? WE TRANSMIT: A Herewith () Under separate cover FOR YOUR: Approval Distribution to parties () Information () Review and comment () Record Use THE FOLLOWING: Prints ( ) Shop drawing prints/reproductions Specifications ( ),Samples () Change Order () Product literature Submittals Other COPIES: DATE: DESCRIPTION: 4, - PQIr IvS i vAE- L-A-Kr) s LAIL Pltb I rL-Az,?, 1 - I?1LC-9 17e77'Un-h L, Co IT 6 PLA-v\ L' CL61JA-n a%.S LA-n n's CA e6; REMARKS: GJUI L_ e'LGU 1rt E-VVLrn,!!? P?Y1?' ??TAI ?--S 4vYL?` '? v B "r?2aiy??Y?r G??c v?a-77 0? . AL ED Phone: 727-595-7100 Fax: 727-595-7138 E-mail: myersarch@ix.netcom.com 9 2006 PIAW04G D'EPAR'TMENT CITY OF CLEARwATER • ORIGINAL FLD2006-01001 1004 TUSKAWILLA ST Date Received: 01/24/2006 ARANGO, HECTOR ZONING DISTRICT: O LAND USE: R/OG ATLAS PAGE: 306A PLANNER OF RECORD: JVS RECEIVED MAR o Q 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CLW CoverSheet CITY OF CLEARWATER PLANNING DEPARTMENT mot, POST OFFICE BOX 4748, CLFARWATER, FLORIDA 33758-4748 r•1= `` MUNICIPAL. SFRVICIiS BUILDING, 100 SOUTH MYRTLE AVENUE, CLFARWATrR, FLORIDA 33756 Tr;I.rPHONr: (727) 562-4567 FAx (727) 562-4865 LONG RANGF PLANNING DFVE.LOPMFNT REVIEW April 19, 2006 Mr. Jay Myers 9170 Oakhurst Road, Suite 3B Seminole, FL 33776 Re: Development Order - FLD2006-01001 -1004 Tuskawilla Street Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On April 18, 2006, the Community Development Board (CDB) reviewed your Flexible Development approval to construct a 2,333 square foot office building in the Office district with a reduction to the front (south) setback from 25 feet to nine feet (to pavement), a reduction to the side (east) setback from 10 feet to five feet (to pavement), a reduction to the side (west) setback from 10 feeeseven feet (to pavement), a reduction to the rear (north) setback from 20 feet to 11.83 feet (to pavement), as a Comprehensive Infill Redevelopment Project, per Section 2-1004.13; and reduction to interior landscaping from 10 percent to 2.7 percent, a reduction to the west perimeter landscape buffer from 12 feet to seven feet, as a Comprehensive Landscape Program, per Section 3-1202.G. The CDB APPROVED the application based upon the following finding of fact and conclusions of law and conditions. Findings of Fact and Conclusions of Law: 1. The subject 0.75-acre site is zoned Office District and is located in a mixed area of residential and office 2. 3. 4. 5. 6. 7. 8. 9. 10 11 uses; The current use of the site is vacant; The proposal is to redevelop the site for offices within a one-story, 2,333 square-foot office building; The site is adjacent to offices on the north, south, and east and residential to the west; The proposed reductions to setbacks and the flexibility requested significantly upgrade and enhance the community character and visual appearance of the immediate vicinity; The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; There are no active code enforcement cases for the parcel; Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.13: Staff further concludes that the proposal is in compliance with the Comprehensive Landscape Program criteria, per Section 3-1202.G; and Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code. FRANK HIBBARD, MAYOR 13111 JONSON, VICR-MAYOR 1011N DORAN, COUNCIL MEMBF.R I-IDrr HAP111:10N, COUNCILMI?M IER ® CARLEN A. PF n;RSEN, COUNCIL MEMBER "EQUAL EMPLOYMENT AND AFFIRMAIiw A(:rION ISMPLOYI?R" April 19, 2006 FLD2006-01001 k Page - 2 Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or s modified by, the CDB; 2. That, prior to the issuance of a building permit a note be added to the landscape plans indicating: Per Section V 3-1 I04.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of cu ing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins v hicular use areas and sidewalks. These protective devices shall have a minimum height of six inches bove grade; 3. That the landscape plan and plant list be revised to correct the quantity of the plant "NR" - Indian Hawthorn, prior to issuance of a building permit; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground, including outdoor lighting lines; 5. That a tree preservation plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture be provided prior to the issuance of a building permit; 6. That the civil drawings be revised prior to the issuance of a building permit to consider removing the Myrtles, actually Cherry Laurels, at the northwest corner, the eight-inch Cherry Laurel, south of the northwest corner and the Pines and the Unknown, actually Avocados, near the northeast corner; 7. That a survey of all trees located in and within 25 feet of the right of way line be provided prior to the issuance of a building permit; 8. That prior to the issuance of a building permit a note be added to the civil drawings indicating directional boring of the relocated fire hydrant supply line to avoid trenching under the existing trees: and .9. That all future signage be architecturally integrated into the design of the site and building. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by April 18, 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner 11 at (727) 5624547 or via e-mail at john.schodtler@myclearwater.com. Sincerely, Michael Delk, AICP Planning Director SAPlanning Department\C D B\FLEX (FLD)\Inactive or Finished Applications\Tuskawilla St 1004 Dr Arango (O) - Approved\FLD2006-01001 Development Order.doc . _ t ~D~'r C i s a 1 I I , J I I j I 2 e I • i ' , i 1 I I j i I it I I r I o.. 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UNE y1 - 3 • (PAINTED) S/W a p2 a2 ' S0' (P) 50' (P} 50' (P) ~ ~yti yeti y91 IFlgR 1 043 a b ~ METAL COVER X13 OVER FLUME q2 a p0• t p~0 9 2• a2~3 a~Q21 Z D J d m i~ . w - U . ~ M M ~ r O ELECTRIC ' ~ ~ METER FlR 1/2" LEGEND oq I 50 (P) 50' (P) ~ 5D' (P) ati LB X2043 POC PCC .Point of Commencement FlR =found Iron Rod de Cap / p2q 0q R a DI z CATV a~ t,1 a M. POB =Point of BegfinMg FIP =found Iron Pipe (R) =Data per Deealptlon FPP =found Pinched Pipe ' C aG M = Meaeurod Data FCP =found Open Pipe g Cap C = Caladatad Data PCP =Permanent Control Point ~ AIC PG(e) = PI '-7y O.R. = 01 PG(e) ° Page (e) fqd =found Concrete Monument O.R. = OfRdal Record BoaiC PRM =Permanent Reference Monument ~ ~ ~ 1q a~10ti P.& = PI _ n s Z h V q ~ a~ a~ 1aor ti's R R~ P.B. =Plat Book SIR =Set Iron do Cap t/2' LS X4828 R = Radlue L8 =Corporate CdrtMcats Number 9~ ~ b N ~ ~ - DI ~ =Delta Angls PLS = Profeeelonat kind Surveyor EP =Edge of Pavement CS =Comets Slab , . ` m~ x a a ^tA / EP Ec ~ ~ ~ a R e R1 ~ u RETENTION p~ m Si R//~~yy = Rt~t-ol~way CONC. =Concrete D6tH =Storm Sewer Manhole S/W . StdewaUc • s. (g ~ AREA ~ O MES = MI MES =Mitered End Sacflon ~ = CenterMe SMH = SanRary Sewer Manhole CN • Cable Tv SerNce r~i 0 0 ° 3 a0'bN ~ 1. ~ CO . I ~ St °o~ ~ z c, xb TOB ~ Ta CO = SanHary peon Out WV Water Valve ~ . 3 u°i z 0q ti1 ui TOS ~ Ta I a a M WM a Wi THOS = Tole of ~ k TEIE =Telephone SaMce WU =Water Met~x E-- a p~vah° a d~yVkee' N zz ~ ~ x x td" L ~ Lt = Ltaht Pole fHA • Fire Hydrant Assembly P =Guy Wtre a fl~.EV. . Elevatkmanefarmx GW = - 1 ,A b Z b~' - ~ ~ ASPHALT PRRKItJ bo ~ ' ey x ~ I tr.. , , m s h~ q0 ~ 4 ry " ag 4,~•' N1 W I q ~ 11.20 :5~ 4zae U TRE£ LE TREE LEGEND I ~ _ 50' P p~ I bNq 4"4." ~ 0a r 1'` ~.6 .~°j I.~. ' O 100.06 (M) 100 .(P) 50' P bM p•. b IL - FlR 1/2" 4"4" 100.00 M 100' • P FlR t/2" =MYRTLE I U3 X2043 ~ ( ~q t1 LB 2043 fi~nn,, _ a .l ~ y- `c,r =OAK I o ~ I 4" b1' X10 ~ _ ° ? s .o~ ® - ~ o ® =PINE yA' '•~r. Il I S Y 1 0, ~ • Cn ®=PALM I o ~ ~ I T~ ' ~ 'r•''• _ ° ~ •i w Q =UNKNOWN I ~ zl ~ Z d =MAPLE wl p1• ~ z / 14" I 8 f N ~ ~ ^ g0 ; x w I b ! b~`' 10' a . ~ M N~ ~ 20' ~ "6. L.L rY.. I ~ S B" DRIP a ? ~j / ~ II~~ ~ ~ •ti . ~ UNE 12' e I- ~ N 1 ,~0 . Q I b • RIP 15" ~ 1&1T ~ UNE ~ ~ f-' I i 0 e a'~~ / W IL a ~ z" = o~ _ ~ 0 I z ~ ~ I- ~ ~ DRIP 13" ~ _ 'J ~ UNE 6 C9 ~ ~ f-+ x IJ~~ aI •j ~Q I • i• " O O 24 ~ W• ~ ~ I •y u ~ ` W w( Q 1 • ~ ~ .p eA I L~, ti0 J 28' a'~ \ O D 6 ' I ~6 O ~ry ^ o0 b'~ O 1`' Kati b bx •x v ~y6 ~ yo I b 2k bo x ~ I I ONE STORY I .:•I , MASON „ I o L6.4 81llL'bl d; I w ~ - `I" No I ' z I 1r~ ~ Ff ~rF NI ~ I o b I~ na .~2 I ~ I ~ I ~ 26.5a I . x--- --I- I I :3 ANC. SNP y1 . y1 I 't.. J ~ /DRIP I b~` CONC ~ uNE s DRIYE ~ ~ h " / GRATE INLET 21" x ' pS 1, 19 1p • I ~ ~ 8 TOP OF GRATE=38.79' 6q1 ~ ~ ; " 9;} ( pN { ~q ~ 12 1~ x '46 b0 , 0 q 0 6 INVERT=33.14' • N 1 q gq ~ ~ 0 28" M ~ 51.06 /IM ( o t~' b l ~ I q• ~ .yq• a eA' x 25 FlR 5 8" 50' (P) SET NAIL,dcDISK `(P) 100.00 M ~q ' 50' P) ' / - - - - - ..i O 100 (P~ - 0 - - - - - - - - - - - ~ x - -i... z5• ORIGINAL RECEIVED ~ N. MAR 0 9 ~ 2006 PROJECT ^ "w1~ ~ ~ ~ WV^. - ASPHALT, BENCH. MARK 2~ CONC. ldKd ` • ® 20"X30" CMP NORTH RIM 38.51 3851 PLANNING DEPARTI"SENT SANITARY ~h~, q~ oq ~ o - b bo ~ po• ~ . q'h p0 MANHOLE ~ ~ ~ \ - ,y0• • CITY OF CLEARWATER ELEVATION = 42.73' b •y ~ CURB INLET . b'`~ \ ~ ~ 1ti \ h ® b b0• q• ~ 6 RIM=38.80' - --se- - - - - - ~x THROAT=37.76' INVERT=33.16' . ONE Flo. 727.93 6' - - 0 RIGHT OF WAY PARANG4 ~s ~,~e`~ ~~I~ III 4's% ~ ~ o MEDICAL OFFICE ~ ° qq ~ PREPARED F01~ C,r 6' a'`• x x • D r . HECTOR A . A R AN GO scAt.E DRAWN aY, stir 1~. ~ ~ ~ ' 1005 PINELLAS STRRET 2 D ~ CLEARWATER . FL . 33756 ~ ~ ' °F ~ a ^ , DATE ^ ^ ~ ~ -r r i ~ n n ~ c nisi ~ ;::~7 _ O L I C L. I L l' `t `t ' L I I I J U I~ I L' U bJ' ;l wl d SFEETS T V SEAL `RYS M-1 " 02 ~nh Q 1-0 DRAWINe EX i ST I NG CONDITIONS PLAN REG w 21039'k k RET :4073 CER TE' i iii f1o, rE -A . TARP i- r . r„ N I 99 as ati ao' ~ ~ ~ ~ eanicaalF r•~ I GEh~RRL NOTES . 2 a2~ a2~~ 1 ALL ELEVATIONS ARE BASED ON TFE NRUD 1988 DATtM CONTOIR DVTERVAL Ot•E FOOT Q1 60 RIGHT-OF-WAY ~G.FLU N ME 2 ALL DD~ENSIONS RRE APFROX~IITE, SIB.ECT TO FIELD StRVEY RM FINAL C~ISTRUCTIDnI 9h 0Q 0ti 2' CONC CURB ati a~' a'~ POWER POL£ WITH DROP INSTALL 8" x 6" TAPPING SLEEVE de C 3. TIf CONTRACTOR PRIOR TO CONSTRUCTION SHALL LOCATE ALL EX[ST11VG UTILIT]ES AND VALVE WET TAP (BY CITY) GAS y`b ati SER~cE 4. ALL EXISTDVG UTILITY LOCATIONS RRE RPPROXUNATE, TAKEN FROM COUNTY ATUIS ShEETS, 'AS-BI~T' APPROX. LOCATION OF oti UNE a2 kS - ati EXISTING 8 • WATER LINE ae,, (PAINTED) a2a rR'' a y PLANS, AFD FID.D )nFORMATI0P1 TIf C(~VIRACTOR SHALL VERIFY T?f L(ICATI(~V OF ALL EX[ST?VG 'L 2 a UTILITIES PRIOR 1'0 C~VSTRUCTION, 41,97 4L97 WATER UNE -D~q,• aZy --a2~ (PAINTED) S WATER AN] SAI~llTARY SEWER SERVICE TO BE PROVIDED BY Tlf CITY OF CLEAf~fATER 50' (P) 50' (P) 50' (P) a~ a~yti ~~ti ti°•'1 U3 12043 6. ~BOIII~ARY ADD TOPO(RAPH[C SIRVEY BY f~.l'( HALE, P.SM LICENSE NlN18ER 4626 a a $ EX[ST]NG SITE DATA: METAL COVER 13 OVER FLUME 2 ~ D~ TOTAL OVI>`ERS-~': 8 ACRES M.OL EXISTING DWG HRS ~I DEMOLISI-ED. a B. WATER SYSTEM RPU SEWER SYSTEM WSTALLATIONS SHALL ~ 1N ACC(~iDANCE WIl}i TFE Cfif OF CLEARWATER SPECIFICATIONS • • oe 9. RLL CONSTRUCTIDN TO BE 1N ACC~DMCE WITH Tlf Cfi' ~ CLERRWATER ~l1JITI01~ 9`b ;~'1 2• 1~ CONTRACTOR TO UT?1ZE STRAW BALES OR SILTATI~J DUR]NG CONSTRUCTION TO CONTRDI. . a2• ati a2 ER~ION MD SEDD~ENTATION Z ' ~ 12 EX[STUVG SIZE DATA: . J a BUUfLDI1NG ([)EMOLIS1fD 1 ?18.96 SF. (5.32'/• r~ 0] PAVING 33181 SF. (245'/.1 r U1 ~ I U PERVIOUS 1z445.~3 SF (9223 ~ I a a a ~ v iN M ~ ~ ~ M li O ~ ELECTRIC TOTAL AREA: 13,493 50 SF 11I~.~ % 1 _ ~ METER _ L G E END > ---d------ - FlR 1/2" a. 50' P 50' P ati LB X2043 = 50' (P) POC =point of Commenceme t FlR found Iran Rod de C 6 ~ n aP I3 f~OPO~U SITE DATA. o x V? off' 9 = = o d m POB Point of Be finfig FlP Fun Iron P a ~ a`~~ 00 ~ R =Data per Description FPP =Found Pinched Pipe BUIl.D1NCx 2,333.I~ SF. (IZ29 ti / 2 z CAN a M =Measured Data FOP =Found Open Pipe & Cap C =Calculated Data PCP =Permanent Control Point. PAVING 6,3~i3:~~. S~F (4~,SO I l Dc3 O ABC PG.(s) =Page (s) ECM =Found Conaete Monument ~o O.R. =Official Record Book PRM =Permanent Reference Monument P01~ 1 SF. (x,82 / I / / 0 ~ ti P.B. =Plat Book SIR =Set Iron k Cap 1/2" LS. 626 o a a2~ °~a'~ 6.0 ti° / R =Radius LB =Corporate Certfncafe Number PERVIOUS- 3,7ZSl~S SF. (~~91 l Z ~ 9 1 7' N = -N y a yQ•., ~ G =Delta Adgle PLS Professional Land Surveyor t~ / 9 / a'~' ~ ~ o`ff' ayT`~' a a~ / EP =Edge of Pavement CS =Concrete Slab , TOTAL AREA: 13,493 50, SF I Imo!. I \ m~ x Z a'`' R = RI ht-of-wa CONC. =Concrete (n / ~ DRip ,n 9 Y 14 FRR = 01~; ISR = B.6i: . O /W - _ w DMH -Storm Sewer Manhole S/W Sidewalk a :'LINE \ ~ Q O F ¢ MES =Mitered End Section =Centerline o V ~ 1 SMH - Santtar Sewer Manholo - I ; ~ V ` Y CN =Cable Tv Service W W ~ ~ o° ~ 3 ~ Q ao~M ~ ~ v CO =Sanitary Clean Out WV =Water Valve ID PARKING REOlilf~ ~ SPACES, OFFICE USE W Q I ~ ~ z ~ ~ :xa TOB =Top of Bank TfLE =Telephone Service ~ 3 n 7 - 9 ti~ TOS =Toe of Slo e ~ ~ w 'z 0 q, ~ P GV =Gate Valve 16. PARKDVG PROVIDES 11 SPACES (u,cludv~ l handtcopped). . c~ x i ~a WM =Water Meter --E-- =Overhead Wires ~ ~ zN ~ x `ti716" L/P = Ligght Pole FHA = Flre H ant Assembl i N ~ n ~ PP = Utllity Pole ELfC =Power Traisformer Y ~ Guy Wlre ELEV. Elevation 1~. ALL UTILITI' MATERIAL RPD WORKMANSHIP MUST Ct1MPLY WI1H T1f STRPIDARDS F~ OESIGN ANMD C~VSTRIICTIDN OF WATER WASIWATER APD RECLAUIED FACILITIES F~ CITY OF CLEARWATER Q O z J a J I ~ ~ o , ~ W U ~ ~ ao ~ J I8. PROPERTY LIES WIfIiW FLOOD ZOFE '?f' AI~D'AE' ACCORDDdG TO FLOOD iN!~tRRN(f RATE MRP N0,121~ PMFL Z ~ ASPHALT PARKING x _ ~ yh ~ . IBIISED FLOC ELEVATION = 421 ~H DATED MAY l~, 2~. I n- I- I b~ o m W N g0 . ~ , I9. TRA(~PORTATION If~ACT FEE: ~ I airy 11"20" ' ti ~ TREE LEGEND I :.s' ~ Z U w 42.76 . 9 $ ~3I1.~ PER 1~0 sf. =2,333 sf. x $ 6,3ll.M0 = $1'23.56 , ~ 50' p a a 100.00 N a = ~ U M 00 P h I-• n. ~ . ~ . • 50' P a MYRTLE z LL ^ Q ~ W m FlR 1/2 44 100.00'(M~ 0''~P) ?Y FlR 1/2 - W W J I • LB X2043 ~ a9 Z~ ~tl LB X2043 ~ -OAK 2W. NOTE TO CONTRACTS [Tree Bar~cedes 8 Eros~a, Control Meosu,e I ~ Ha ~ U ~ o ~ 1 4" : , ~ Pao ''~a ~ - P N 1~ o I ~ 1 ~ a J •ah O ® I E REOU~ T1~E BARRICADES ADD ER~I~1 CONTROL MEASIRES MUST I~MR1N INTACT T}RO1J(~IaIT 9 HI"' L~ ~ O O I ~ ~ 6" CpNC, CURB~'•. 2 ~w a°...•...,..... , ® =PALM ~ a-' p I i~ R1vi ~ C~ISTRUCTIOPI ENCROACFEMEM' INTO ()It FR1LlRE TO MAWTAW T}fSE BRRRICA~S WIDL RESl1T IN O ~ Y I , Q Z . a t 'i - I UNKNOWN E1~ORCEJ4FM ACTION V~[CH MAY DVCLLOE CITATIONS MD/OR PERMIT REVOCA1IOhl I I ~ o Z I 4" I z 3 Z r- o © MAPLE = U I ~ I Q ~ I h 21 W113Ziq~ LAi~DSCAPIMG AREA PROV)~D:13? SF 25 / OF VEHICLE USE AREA. p 1 'z I ~ 14 ~ I W Z ~ I I 22 ON-SI1E ELECTRIC AID (DCATI~JS LAES WIl1 BE lt~R(~ROI~, ff~~ 1.. Q I 0 ~ 8 00 ;x ? a - a ~ 0., I J - 1V x ~ ~ I a 23. ~ INDERGROIM WATER MAINS At~l HYDRANTS ARE REOl1?~D, TREY SHALL BE INSTALLED, N' a' Z a 5"6 ~ 20 CO !Y i U F. ~ I 8" Z / f7 DRIP SIT_._.~. COMPLEIID, AI~1 IN SERVICE ~IOR TO COI~TRl1CTI~V AS PER PFPA 241, CLEARANCES OF' ' 1N FRONT U) W ~ I I ' ? 00 UNf 12"~ 0 1 I- W ~ 0 ti U - , OF APD TO T}f SIDES ~ Ttf FJRE HYDRANT WIT}{ A 4 CLEARANCE TO TFE REAR OF Ttf HYDRIWT RRE W Q I I , ' • . l7 ~ a'`' ~ Cr l a / s~ ~ Z , H •'y NO ENVIRQNMENTALLY UNIQUE.AREAS.** REQI.~RED. 1 W I RIP f 16.17 A a LL UNE J 0 • l~ 15' o U H . 23 A 24-F~IT ROADWAY SHALL ~ CONSTRUCTED OF A HARD. ALL-WEAThET~D SIRFACE TO 6E COMPLEIID I J 6 ~ a / ? I ~ a o ' 2 a~ aq w r I" z ' • vw, \ Land Are Land Area 13,493.50 S.F. 0:3098 acre FOR FIRE APPARATUS ACCESS TO COI~TRUCTI01~1 o n i IW ~ I J DRIP ? U I+- 10` 13" / > I.. D d H h i ~ CO o. J i I~ UNE ? U„ ao' \ ' 25: ELEVATI(~!S SHOWN IfREON ARE BASED ON FL(IIZIDA S~ DISK ~ 355, ELEVATION I w ~ ~ .I ~ ~ Exlstin 1 ~ Q m i t 0, ? W W 24" O .Existing Unit to be Removed • ~ - .One (1) 4?,~' NAV.D.,19B1j DATIPt ~ , fn w ~ T 24' 0' 19` - 0' S` ~ r~ . ~ 26. ROLLOUT WIDL BE UT?~ZED FOR SOLID WASTE. ~ i ~ o fro osed ~ w x W I Q Proposed Unit - One (1) , i W ~ 0_ ~ ~ 28" x I W tib i 11 ~ ~ , ary ~ ~ Gross S • I ,yo O Wspq ,~;t- PROP. CLEANOUT t~ a 1 6 00 Gross Squaze Feet . - 2,333 ~ ~ ary OP fL - 42.03 M ao' . . ' ~ O o I a~' Sa' ` INV. fL = .14 °P cWn ~ x Proposed Parkins ~ ~ - 11 spaces; including ~ handicapped i ,~h Pro used 1, I x 2 'S•" , x 12.15" i I ~ R, 2"15" . , • i ~ ~ { INSTALL i" PLANTER INSTALL CONTROL STRUCTURE ~ Re Wired Required Parking ~ Off~ice Use - 7 Spaces , i I \P.f. WATER SfRVIC _ F'`'••,,, ; I.E. = 38.00 39' GRATE EL 40.09 ~ •••f• RlP/IZAP 20'•: w INV. fL =.35.50 f I STALL ~•1- 6~ D.LP. SLOT EL = 38.87 • 1 o I W 'S _ ~ SLOT WID = 1. 5. N011:Ve11 ,i n>. Z I aN~ 5 C.O. 35.501 .•TM 2 ~ Nonyehicutar Paved Area . 3,547 S:F. (includes Building) . ~ . ^ ^ O I 38.00 l INSTALL T1PE D ~ X ` 1D INLET ~ ~ I ` I - ~,,.I... 9 ROPOSED PDND DRIP ~ Vehirula GRAZE INLET £L - 41.50 ~~iy. 'S- d SID)rSL UNE Vehiculaz Area ~ 5,348 S.F. (6096 of.paved) ` : ~ ~ , r, INV. fL = 36.50 I a r ~ / ~ I x N ~ ' ~ BARRICADE / . ~ ~ ~ ORIGINAL I ~ ~ 9~ AROUND PINE TREE • 1 ~ q U / ~ Pery1UU9 Pervious ea ~ - 4,448.50 S.P. REGEIVEL? I INSTALL STOP BAE{ ryy I I 16 T ¢ P NE TREE, AND STOP SIGN TRIAN'GL = toH w / / ' „ - c.o. 35.50 a? t- _ " GRATE INLET 6 45 BEND I ;$IC,HT o N paw t9• ,40' INSTALL 16 15 R.C.P. - , TOP OF GRATE-38.79 Landsca INSTALL FIRE iTRIANG N ~ rn AT 1.23 % GRADE CO E BO - landscauins ~ .See."U1" MAR 09 2006 I In R RE INVERT-33.1 ' 4 HYDRANT ASSEMBLY ~ ~ ro 6 I I ~ e 0 ary d• NC."CUR . bP-CLEANOU a x o e INVERT ELEV, = 34.00 gq• ~ ,y ~ ~ I l' " ~ P EL = 41.49 o0°'MATCH / 2g^ o~ ~ Easemen a~' a 51.08 M 20 0 - 'h EXISTING SIDEWALK a Easement 1 - - See "Plat Book 10; Page 28 of Pinellas PLANNING pEPAR'iI~ENT l 20 4 INV. EL - 36.72 r " x ~ 25 , 40 S 50' • 0 P { 50' P 50' P 5ET Nhl dcDl K ~ Cmtnty" GIN OF GI±+A+l~WATER FIR 5 6 4 .00 M 100 P . i„ ? 6 - 45 BEND ••tjb. n ~ , Mean Roof Heisht - b" - - -w:-~• = z-===~•=w= - --~•=~=mow=- PROJECT UTIL. POLE TO 8E ~ Wvn ASPH/~t' - BENCH MARK RELOCATED •,,.r , , 20 X30 CMP ~ el'Vll r 38.51 p . Impervious ~Surfate. Area ~ - 6703°~ Irepervicstis NORTH RIM INSTALL • o ~ • ~ ~ ~ ' + ' < • SANITARY s" x 4" a*`•' 9 ~ ~ ~ 2 CONC. CURB ,yo MANHOLE T.S & V. EXIS G pQ EW 314 ~ ~ ~o• APPROX. LOCATION OF 0°~ INSTALL 106' - 15" R,C.P. FIp!OC AI C.O. FIELD VERIFY ~ WATER M EIER OF ;WATER LINE AT 1.23 % GRADE CURB INLET Floor Area'Ratio' ~ Buildin~~ IS 17.3°6 of Site ° aNE t1o. 727.83 ELEVATION = 42.73' • Ba \ ' yo ~ ti \ - PROJECT TALE: REVISIONS: ~~~Q~ ,~g~(~ ~ g•s/2 ® a1 a1' \ 9~ ~y RIM-38.80 - ~ - s\ ~0' THROAT=37.76' - - -x ARANGO ~ o RELOCATE. METER AND INSTALL SAW CUT ~ F~ INSTALL 4' DIA. STORM MANHOLE ~ INVERT=33.16' 3%4" METER WITH BACKFLOW CURB AND REPLACE WITH RIM ELEV. = 40.00 MEDICAL OFF 1 CE ~ PREVENTION DEVICE 3' WIDE CONC, VALLEY GUTTER 'INV. 'ELEV. = 35.30 PREPARED FOR: SCALE DRAWN BY: SFEET No. W a ~ , Dr. HECT4R A: ARANG4 ~•..20~ M,RYDER o, ~ M 1405 PINELLAS STRRET ~ n 60 RIGHT-OF-WAY ' CLEARWATER , FL . 33756 DATE , ~ 9 ITEL. 727-446-2111 3-7-06 SHQS v o k,9 ~ x x 02 IGtED Y; s DRAWNa t; D F 5Q SITE PLAN X073 0F~A9`No. S~~ rF r -A. TA¢e~C1 x W s 4 20 a o 2a c~a~¢c scaLE r - 20 ' J p J ~ Z i ' - 1 w r, ~ 9 ~ m Ij 41.61 ~j ' ~ I w I ~ o ?P • v w ~ s''., PR POSED FF1CE 26• ~lj ~ a I ~ ry ~ x a N B DING ~ D: k I 10_ I °F' ~ PROP. CLEANOUT ~0 ~ to ~ 0 Nkry ~T 1 SO• ~ OP EL = 42.03 4208 ~ ~ lP• 0 O I } ~ p yP I k 0• I •Op ~ INV. EL = 37.14 42.Og tP 14 x O N I 7s, ~x a k ~ 4203 12'15' x I ~ 3 I 1 >t 4oF RSA T.O.W. N 12'15" Q~ ~ I I I ~ I ~ •INSTAU 1" PLANTER ~ 4200 ~ •p T.0.6. 4" O ~ 1 \P.2 WATER SERVICE 40.50 INSTALL CON1R01 STRUCTURE o , I • ,,LE. = 38.00 39• Tp,g, CRATE EL - 4009 , r~n I U! " RlP AP 41.00 INV. £L. ~ ' 5,50 V - f- ` . 'd' 87 SLOT EL = 8 = I w 20 ~ ~ ~ ~ z I ti~ w 4200 5 ' ~ sLOT.wIDTH =I;2.5 x ' Z _ I o 4 k al a w ~ INSTAU TYPE "D" F ¢ INSTALL 1- 6 Z n. ' p I wLEr 1 0! D.LP. o o I- _ 0.J_ _ ~ " ~ N GRATf INLET fL - 41:50 '•.t kN h 9' INSTALL 16 - 15 R<C.P. a I INV. EL = 38.50 ' I x ~ ~ sa OPEN CUT AND RE: ~ ~ AT 1.23 ~ GRAD W w I a ~ w w 'EN CUT AND RESTORE • y~ I ~ o ~ ~ / ~ DRIP APP I kN o ~ A / LINE APPROX. LOCA110N OF 2" 0: ~ N H ~ WAT I I ~ 40' ~ NEC WATER LINE ADJUST AS GRATE INLET NECESSARY FIELD VERIFY TOP OF GRATE=38.79' INSTALL FlRf x J1 I U1 d d' 19" ~ 1k CORE BORE ,INVERT=33.14' I HYDRANT 0~1 ~ : u; N 1~• CO kN i s~ "NEW 3f1 • oP. cIFANO ne ~ x IN1 I IQ r q~ 0 ' ;TOP EL - 41.48 •O•B• ~0 28' ~0 INVERT ELEV. = 34.00 I ,'v 51.0$ ~M~ 1 0 41.50 41.50 N(IB ~t INV. EL m 36.7230r 40.50 ,y~• ao• ~Q• ?P' 50' sue' k sK (p? ~ So' p " 40 FlR 5/8" A~l 4U5O ~ b0 (M). 41.00100 (P~ R 1/2 40 ~25• "S: o "h~• '-c- acco - PROJECT ~ WV'• 2 CONC. CURB. • X70' 40.82. INSTALL 13 - 6 D.(.P. I 'r BENCH MARK 38.51 NORTH RIM 0 aes>, 20"X30" CMP SANITARY o ~ k ~ RELOCATE METER AND ` INSTALL 106' MANHOLE ~l .INSTALL 3 4":WITH EXISTI G ~ ~ ~ ~ AT 1.23 % G ELEVATION = 42.73' ~ .0. FIELD V RIfY) ~ INSTALL 106' - 15" R.C.P. ~ AT 1.23 % GRADE CURB INLET 4)" BACKfLO PREVENTION t~ ~ ry R1M=38.80' ' - - - - •-•x•- _ _ - ~ ~ SAW CUT 40 . ~ THROAT=37.76' URB AND REPLACE WITH INSTALL 4 DIA. STORM MANHOLE ' N INVERT=33.16' 3` WIDE CONC, VALLEY ~ GUTTER RIM ELEV. =40.00 INV. ELEV. = 35.30 I NOTE: ~ REPLACE CONCRETE SIDEWALK 60 RIGHT-Or=-WAY SCALE ~ k'`• x x ( HDRZ, 1' = 20' . VERT, 1' _ ~ 5' ' EXISTING .XISTING ~ • ASPHALT DRIVE EXISTING GRADE ASPHALT DRIVE ~ n CONTROL STRUCTURE _ _ _ GRATE EL, - 40.09.E itiir'--~-"~.~3~---, 1mi~- ~.~-.,,1m~-~o, INV. ELr = ;3`3:•:`$0 w' INSTALL 4` DIA. SU]T EL. = 38,87 ,~~r~wmv---- W TH = i•25' STORM MANHOLE SLOT ID RIM EL, = 40,00 XISTING CURB INLET ' INV, ELEV. = 35x30 ' RIM EL. = 38.80 THROAT EL, = 37.7 INVERT EL, = 33,16 INSTALL 16` - 15' R.C.P. AT 1;23 % GRADE 16` - 15' 1 ' - 1 A 1, 1, CARE BARE ' INV, EL, _ CARE BGRE J. INV. EL, = 34, 0 ORIGINAL RECEIVED MaR 0 9 2006 PLANNING pwl=ARTMENT CITY OF Cll*;AR~'JRTER aNti No, 727.93 PRO,.ECT TIRE: REVISIONSc ~Q~ 4`S ARANGO ~~o MEDICAL OFFICE. ~ D r~ HECTOR A , ARANGO scALE DRAWN BY: ~ s~T r~. A`' ZOOS PINELLAS STRRET I -20' M.RYDER ~ M CLEARW TER 33 5 a ,~T~ ~ a A F L , 7 6 DAB-1 .~~x, Joa.r~ TEL. 727-446-2111 3.3.06 ~~2 ~J 7 7, V ~ mod. .9Y ~ ~Z DRAWNQ OFF SITE STORM SEWER FE W6 EXTENSION No94073 s~ o~ 5e H W B s I I 99 hp pY p°' ~~a arc scaLE r XY ~Caordinate Pord 1'278P~0~Jb`" r?2 °h r..y.....Feet , . . p2 pal A 5'p ' 60 RIGHT-OF-WAY CONC. FLUME 9y 0y 0'' POWER POLE WITH DROP • INSTALL 8" x 5" TAPPING SLEEVE 2 CONC CURB pv a'~ p~ b AND VALVE WET TAP (8Y CiTY) h ptib ELECTRIC APPROX. LOCATION OF LGINE pZy _ _ _ _ - SERVICE EXISTING 8" WATER LINE Doti (PAINTED) pp yp•' 1 ?Tp~ rR ------~-------------p2 p p p2} ATER p2 p25 p2 LINE " EXISTING 8" WATER LINE , 38 50, (P) 50' (P) 50' (P) p2 yti yeti 9~ FIR 1/2 . n . . p~' p'r• p•V CB X2043 . METAL COVER 1`b OVER fl.UME 9Q p2 . p° p~ 9'~2y1 .I 9~ p2r pti p2 C7 Z ~ v j ;c m M w ~ ~ a $ U . ~ ~ L~. ~ ~ r7 ~ u- M O , . N . . g ELECTRIC • a ~ METER L ---8------ FlR1/2" a 6 / 50 (P) 50 (P} ~ 50' (P) 2pti LB ~'L043 POC =Point of Commencement FIR = found Iron Rod & Cap . ro x~,4 Ul p y0 ° ~ POB =Point of Beginningg FlP =found Iron Pipe p`Y,LQ+ p. R =Data per Desaiption fPP =found Pinched Pipe . w CATV p M =Measured Data FOP =Found Open Pipe do Cap Z ~ C = Calculoted Data PCP =Permanent Control Point R~ o ABC pG.(s) =Page (e) fCM =Found Conaete Monument • ~b O.R. = Offtcial Record Book PRM =Permanent Reference Monument cs / / 10 p21yti ° / R~B~ = RadluBs ok SIR =Set Iron k Cap 1/2" L.S. X4626 Z a p2 pY 18,oy h LB -Corporate Certificate Number - e ~ 9:- M Dc / Oo / yk ~ ZrA..,~ti. D =Delta Angle PLS = Profesalonat Land Surveyor - ~ p p pv a. pe / EP =Edge of Pavement CS =Concrete Slab my x Z R = Ri t-of-wa CONC. =Concrete O QRIP • 9h Y ~ \ /W - w DMH - o S S = ew St tm ewer Manhole Std elk o .UNE \ ~ FQ O O ~ MES = Mftered End Seaton =Centerline 30~ 8 a rr d Z w p 2• 0 k \ ~o V ~ d'1 ~ SMH = Sanftar Sewer Manhole = a o ; , N ~ ~ - Y CTV Cable Tv Service ~ O o ~ Q a°~ h~ CO -Sanitary Clean Out WV =Water Valve I ~ ~ ~ z ~ ~ :,x TOB =Top of Bank TELE =Telephone Service 3 ~ i °9 ry;Y r°i TOS =Tae of SIoPe GV =Gate Valve I o N a a pip WM =Water Meter --E-- =Overhead Wires Z- ~ x `t7Ti6" L/P =Ligght Pole FHA = Fire H ant Assembl I M e: PP = UfNRy Pole ELEC = PoweryTcneformer Y ~ i; GW Guy Wire ELEV. £Ievatfon I C9 I : REldOVE CURB Z_ I p6 TCH PAVING 0~` • ~ Q p~ pp' J ~ ASPHALT PARKIN x ~ ' yy, ~ ~ 1 p m 0 h 9 1 h . . r , i T~ p'~' 11.20" °i .5' cuRe ' ti w TREE LEGEND E.P.• OB 10p T.C.• 43. p r` ~ 42.76 U X Feet . . v i I ,v E.P~ 43.06 , x 6 r 1 1p Lt. ~ a 50' (P) 4"4" ' 100.00 (M) 100 (P 50' P p`' p°' U- =MYRTLE I- Z m y'~ FlR 1/2" 4a" 100.00 M x 100 P ~ FlR 1/2" x , W - I p`b LB X2043 ~ k9 " t ~ zcYj la1 LB X2043 ~ =OAK . W H W i e w I 4" pN ~ ° Aa¢a .•.a ~ =PINE Q U , NJ ~ ~ ~ I 6" ~9y 427 ~ .,i- 9p~,....... ~ - i ~ I CDNC. c41RB 2 ~w ®-PALM • cn o a Y I ' , ,p wv, cn . i o ~ t ~~J 42 • ~ Lr1 Q =UNKNOWN ~ Z ° 4' CONC~'COif'~ Z Q O i ?I _ J ,a ~ - - - - - o ©-MAPLE F J i .•~i'' csi'~'• r q T.C.= 4270 42 U I ¢ ~ W ~ I ~ ~ 1n I ~ ~ E.P.. 4220 14" p Z z - ~ ~ 1 v (1. F- I 0 DRIP ' l0 8 00 Ix ~ I ay'b uN!< SB.T SCRt~I P ~ z ~ y,. 10" y^. ~I n 1 ~ Z x .D.O.T. p v f INDEX / z O O ~ Na 102 r N 3 5"6 CL' U 20" I a• I~ ~ ro DRIP / • Lr_ Qu uNf r~ ~ I , h r ^ W I w ~ / / op ~ t 4283 H 's LL ( w Ii 16.17' ~ O p 4278 T.C. I : A ° I ~ O 15 i6 tY I 2 2 2 ? } J pv / ~ i W ? I, ~ o I.- ~ W 0 I DRIP Or N 10 , yh\ / I Z > J IUl z I U a _ LINE W W p°~ 7' Q. i I, ~ ~.z ~ x ~ ~ v ~ Z i ' W Q w 7 24 .-t 0 19 0 5 I z i ~ Q~ J 4 J ~ I 1 ~ _ ~ h6 \ / 4208 ~ 2B" x ~ I T.G• 4260 11 ~ ~ I W ~tt~~ ~ W O 0 E.P.' 4210 h STq '~ti6 PROP. CLEANOU W p° 41.61 T.~, i \..J I M o ~ N px a 2.03 a T.0.1& 6~~ VERT. CURB I I 41.61 T.~, WITH HANDRAIL ~ . ~ 1j ' i ~ F- W p ~ / 41.81 TOP. EL. a 3 .14 pp~C • poi 4200 x ~ 41. I I E,R z Q ~ ~ yp I k 2, INV. EL.,, 7 ~ • x 41. I I E,R 5 20- 0 10 - 0 - 2 1~ pN I x o ~ T.O.W. 12"15' ~,/W ( 4a SID SLOPE 1 ~ 25~ - 0° 10~ - 0~~ ` S D•. 5 ~ 5 I i 4200 42 I ~ ~ ~ I (p 4248 • . 1 • ~ , 42 +145 • 45 PROP HANDRAIL ~ ~ 5 4 ~ PROPOSED HANDRAIL ~ j O I .,,o I PLANTER ' w INSTALL CONTROL STRUCTURE ' u \ T.O.. ~pSTALL 20 - 8" _ W p-•. 1 •41,33 T.G. 41.31 39: GRATE EL. 40.09 ~ w in 0' RAW ~1~ c~4 ~3 " TOP OF 3 I~ I (n ~ q E.P.• 41.81 42 RlP AP 42 INV, EL = 35.50 j • M I~ C.O. = 35.50 SLOT EL. = 38.87 '43 " ° I W y ~ LE. = 3 00 SLOT WID1H 1.25' . b I ,.o BANK E~r I _ ~ a ~ 3' ~ :l"41.51 • X43 TREE ~ 2 ISTING G X42 ~ w > I z I ~ . WsTAU e" ~ 1 ~ ~ 2 a t<}2 ; - , r ~2 BARRICADE ~41 ~I p LLJ INSTALL TYPE "D" o t ~ c CURB PROP. PaND = to ~ NAN kt S9)E SLOPE I z i INLET ~ J i I ~ i _ ~ II40 , 6SAVlIYJI'L9LL~ _ ~ ~ is EXISTING PER: FQO.T, y. ' , W ~ I GRATE INLET EL. = 41.25.••' Nry z p~' , ~ PA~ I" . p TR BARRICADE ~ . ~~RY,, A I .~~0 9 ~ BE~Ne3~0- 901TOM ' ~ $9 W T.C. 4246 I a 'i" ~ g~? 0' X W ( E.P.m 41.96 t 41.38 a N ,~,r 3 ~ 4• , ~ y~ ND PINE TREE , , DRIP 9 801" OM ~ ~ ~ EL; 38,00 W INSTALL STOP BAR y~ I a 4t. •..rr s.$ Q ~ PINE TREE ~ LINE ~ g N Iq 41.89 " e AND STOP SIGN ~ ~ + ~+9 GNDEX ,a,, EL: 38.00 r ~s . e ~ 3s ORIGINAL . 6 ~ E 6 X38' 7 i ~ 37 RECEIVED - . w C.O. = 35.50 cmi~ 0 INSTALL 18' - 15" R.C.P. GRATE INLET 8 45 BEND T.G 4200 ' ~ 9' k ~ 'i37 I . ~ a N m 1 TOP OF GRATE=38.79 'i37 f ; 137 6 36 , INSTALL FIRE E.P• 4t 50 2t ~ w AT 1.23 ~ GRgbE - , 0 t.4s > a..N N p~' CORE BORE INVERT-33.14 6 HYDRANT ASSEMBLY z : h / "CONC. CU 8 a 6 R e' I ti x M ~6 1 ! 6° IND~RDRAIN ~ ~6 a 35 i ~ MAR ~9 ?0O6 LE. = 35.50 r , 0 12 9• v ` INVERT ELEV. - 34.00 I h' I y6 eP °i I 9'I'° I• : P~OP~C.O. . .O.w 90°MATCH / 28" ~ ~ ' 5 p'`Y pR' 51.08 (M) I 0' 41.50 ' ° ; g 41.00 40.50 h EXISTING SIDEWALK p° 5 i , 35 I ~ ~ .PLANNING DEPARTMENT . 1 ~ 34..... ~ F CLEAR~PJATER 50 P SET NA0.dcD1SK 50' (P QOM ~ 100 P 50' (P) tT 1/2" ' ~ t ~ i FlR 5 8 41.50 „ _ n - - - - •y J .t - tom! L' - 7S ..ya........ .5... I C ~ r f 1 II ~ : ~ POND SECTION '1B_BI? ~ cwo 6 - 45 BEND T.C.m 4200 ••p0. ~ ~ 9 p~. + oA • P 1NSTA,LL,13 6 , .1hP.. , ~.,,,y ' ? g. , ~ ~ E.P.• 41.50 ~ ~ , , v . ' i . ; S , . g ~ t t POND SECT;I,QN A .A ~ > ~ C t f s3 1 i I, PROJECT _ ~ ~ T.Q+~ 41.89 UTIL. PO~TO BE ~ ~ „ „ SCfK.E HOR2, I~~-~O' I i SCALE HORZ. I~~= 10~ Y~ , ~ : , . ~ 4670 • h ~r' E.P.• 41.59' RE CA1ED, ~ ~ i 20 X30 CMP BENCH MARK ~ aril ® , VERT. I =.;5 ~ i ; i VERT. 1' = 5 i .I I NORTH RIM ' ` ' INSTALL `o ` r , E I' I SANITARY 8" x 4" ,~y MIN. 6 THICK FIBROUSo,O 40,8Y T.C.- 4200 ~ 2 CONC. CURB .yo i p CONCRETE AND I~IN.p~ EP.• 41.50 ?A ~ APPROX. LOCA N OF"' ~ " MANHOtE T.S & V. 3,000 PSI WITH 6 x,6/IOxI w.~ I EXISTNG \ ~ y9. OF WATER yp• INSTALL 108 - 15 R.CR. LEGEND ! ~d ! I~ ~ No. 7 E 27 i PROJECT' 1TfLE. n s REUISWNS; , Q~`A~ ,,934. ELEVATION = 42.73' pCITY OF CLEARWATER ~ NEW 3/4 WATER .0. FIELD V RIFY) \ AT 1.23 ~ GRADE CURB INLET e METER WITH B,FBp e ! y h - SPECIFICATION AND D \ ~ \ y RIM-38.$0 • ® S S •°P• 39 ~e ~ X41 - - -x------- --x--------- ~ THROAT=37.76 i 41,80 EXISIINGGRADE ARANG4 ~ S~2p \ , RELOCATE METER. AND INSTALL SAW GUT A _ I. o 'INVERT-33.16 ,42 42,00 PROPOSED GRADE MEDICAL OFFICE ~ ~ 3/4" METER WITH BACKFLOW , CURB AND REPLACE WITH INSTALL 4 DIA. STORM MANHOLE ~ RI,M ELEV. = 40:00 biRECTI.~N O,F FLOW I PREVENTION DEVICE 3' WIDE CBNC, VALLEY GUTTER ~ ~ ~ i I ; ' PREPARED FOR: ~ SILT SCREEN PER. D i' CTO A ANGO SCALE DRAWN BY: SHEI' No, ~ ~ ~ I~D.O:T. INDEX No, l02 HE R A , R .20 • M . RYDER M i ~ .60 RIGHT-OF-WAY :r ,,.~-~4~-- CONTOUR'LINE ' 1005 P I NELLAS STRRET ~ ~ y ~ . i CLEARWATER . FL . 33756 ~r"T~T ~ , ~ a ITEL. 727-446-2111 J 3-7-06 1 1,78 CP DP x x T Q B. (DRAWNe GRADING AND DRAINAGE x Y `3 FtiG~ 1~ ca 40T^ S~~ R G Na1939 RSA REG U PLAN CATS AUTHOR¢ATIO rE , -A. ~a4e ~r asl • ---------------------------T----------------------------- FIR 1 /2" r r I , 50 {P) 50 (P) 50 (P) - - - - - - - - ~ LB #2043 SECTION 22, TOW1~l5H I P 2~ 50UTi~, i~,~NGE 1 ~ ~,~ST I 1 i_~µ I I I I ti~ PINELLr~S COUNTY, FLORID, G,fen H ald Ct ~ ~ N Pl;ne St ~a . ~ ti. {k mlttan PJ~t St ~ • a e ~wo~ I rye. I n. . N N ~ r ~ i ~ m QR1P as me Way _ ~'~LINE o~ ~ I 16.01' LEGAL DESCRIPTION: E a / 'd' j ~ r'r ~ I I _ ~ II l LOTS 11 AND 12, BLOCK 13, SUBDIYI510N OF BLOCKS 13 03/08/06 I ~'l f'<ND 19 OF MILTON PARK, A5 RECORDED IN PLAT BOOK 10, JAY F. MYERS m ~ Srnsa~irne N I C7 O ~ - - ~ Q D~ ~ I a N~. ~ PAGE 28, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 1 ~ m ''Cn ~ ~ p J ~ 4959 l~ / - p ~ I Z I m x ~ FLOOD STATEMENT: r! G rid Cen 1St C ~ O - w R a / \ ~ m= Z R ~~'ION I ~ # AA -0003461 r I N al ~ m ~ I w cn Q l ~ Pinel s 5t ~ ~ - I I X ~ I ~ ~ TH15 PROPERTY LIES IN FLODD ZONES "X" AND BASE x ~~l' I ~ O FLOOD ELEVATION: 42.00') ACCORDING TO F.E.M.A. FLOOD Z ~ C - ~ T E ~LL I I ~ Tusk Ills wrlra,a~ a, I ~ C LL ~ 22 22 I ~ ~ INSURANCE RATE MAP 12103G 0108 H, DATED MAY 11, 2005. Cleamater~~ ~ I ~ p m Corbett 5t A5t G!lluprcrpaly' ake i wRd ~ O I "~•••L.. ~ m NOT : ,,e~ st ~ F~~ ~;I i a I ~ ~ I ELEVATIONS SHOWN HEREON ARE BASED ON FLORIDA 5DR =,1 ,~~:r ~ ~ { I ~ a ~ o~~ I DISK #355, ELEVATION 4'1.98' N.A.V.D. 1988 DATUM. ~ I~~`= ~ ~ m a - I a ~lfea'rt 488 i c v m I ~ I ~ o ;gin , ~ , y ~ ~ ~ ~ ~ x ~ ASPHALT ARKING . ~ ~ C n n m ~ I X I " .lad Fd L' - _ I / - QI E # Pad'" m rn a I . z CERTIFIED TO: a ~ o ~ Nc'i II gs y u \ / I I o I ~ I 0 HECTOR A. ARANGO, M.D. ~ ~ 0 ~ KAREN M. ARANGD. m \ / ALL GHERRY \ ti 00 . x M enna s I % ti I ~ 11~ ~ e ~ ~ LAURELS TD BE `b ~ _ , xz a es ~-.s REMOVED' I lk 11 20 ~ .5' CURB ati' = w ~a 4 Belle ew~iv ~ ~~:~a 8 II vue 81vd ~ ' . X33 - ' ~ Hares / I ~ i Wildwoc 'way it ocd # ~ I 50'. P tx i 4 ' 'h I W W a w ~ \ _ 50 P r I 50 P ~ dla n Ave a dlawn 5 ~ ~ ~ I ~ FIR 1 /2" 4"4" , FIR 1 /2" X ~ NO ENVIRONMENT~ILLY UNIQUE AREAS. V W 4A t I , ! 100.0 10 P~ . nn~~~ nnnn~ gm inn nnr~r~~~ I ~ 1 LB #2043 , o I LB #2043 LAND AREA: 13,500 5Q. FT. , 0.31 ACRES W ~ LOGATI N MAP ~ ~ ( 4 ~ `L' Q 1 ~ ~ ~ h~0 1 EXISTING UNIT, TO BE REMOVED 1 PROP05ED UNIT ~ ~ I I N ~ ~ h o d' ~ o~ p ~N L~ 2333 SQ.FT. GR055 OFFICE U5E I ~r w i 6 ~ ~ ~ PROP05ED PARKING: 11 SPACES, INGLUDING 1 H/G V W 0 REQUIRED PARKING: OFFICE U5E ~ 5PAGE5 ~ I ~ II w ~ p, N r LL i NON VEHICULAR PAVED AREA: 354 SQ.FT. (INCLUDES BUILDING) ~ ~ I O ~ ~ 2J , i ~ TRE1:~~,BARRI ADE ~ VEHICULAR AREA: 5081 SQ.FT. (58.8 % OF PAVED) ~ - ~n~:~ v I J : E, / Z , O W PERVIOUS AREA: 48'12 SQ.FT. ~ ~ ; ~ _ / LL w ~ 4 INTERIOR ~ ~ t. v ~ B~GI~ 20 2;. ~t ~ I / ~ LANDSCAPING • 2O ® z FOR LANSGAPING SEE L-1 ROOT PRUNING W 3~~ ~ ~ p ? 1 O 5EE PLAT BOOK 10, PAGE 28 OF PINELLAS COUNTY FOR EASEMENT ~ 0 u _ ~ ' i y,~ - I:, "M U I MEAN ROOF HEIGHT: 14'-6" ~ ~ ' IMPERVIOUS SURFACE AREA: 64 % IMPERVIOUS ~ E.., ~ ro I z „ ~ FLOOR AREA RATIO: BUILDING 1511.3 % OF 51TE V ~ ~ ' k ~ ° APPROX. LOCATION - ~ I . ; LL ~ I a I n I e ~ OF 6 PIPE ~ 14 INTERIOR LANDSCAPING: 1315Q.FT, 2.1 % OF VEHICULAR U5E AREA Q b ~ I I ~ ~ I 6 SOLID PVG FENCE I I 8 NOTE: ALL EXTERIOR LIGHTS TO BE ON TIMER TO TURN ~ w ~ 10 ~x OFFAT9PM. Q o II 0 1 , ~ . ~ I ~ I 11 ~ ~ o L I. n , ~ ~ ~ i kt 4:! 20 I I a °N~~ 511611 ~ ~ ~ ~Y~ I I ~ 8 I I I SGH~~I~UL~ O~ 1~fi~~WI~lGS ~ ~ APPROXOMATE ~.OGATION OF ' ~ ' ' I .,I I ' 121~~~0 ~ I EXISTING TREES RND ~ -~'-1" I TREE To 13E REMOVED ' DRIVEWAYS TO PE VERIFIED BY ~ - , I ~ o ~ I I ~ SURVEY. DIRECTIONAL B RING to _ ~ ,~~ZGH IT~GTUR,~L I SHALL BE DONE A~5 REQUIRED. I ~ 1 I I. ~ ~ r Ik A-1 SITE PLAN ~ I ~ ~ I DRIP I ° ~ 16.11' A-2 ~ ELEVATIONS ~ ~ LINE ~ ~~I, ~ ~ „ -I---------- I I 24-0 19-0 ~ - _ ~ ' I i j / l 112i z~ ~ / ~ . ~ _s I o RO T PRUNING ~ ~ L~NDSG,~P11~G ~ ~ ~ ~ Ia I 1 I , - ARIEL MAP V , U~ + UJ I I TREE BARRICADE I I U O 13 L 1 LANDSCAPING PLAN - ~,~~y,. > , U.I m ~ I~ ~ I-~ I I / \ ~ a~ 10'-0~ ~ ~ ~ ~ 1 r, I I I I X ~UII..~INC~ I~~T~ , ~ ,;r~r.a~ r. I ~ tjl ~ I 1 , ~ I r z I ° 24° O LL CONSTRUCTION WILL COMPLY WITH THE GURRENTLYADOPTED ` ~ ~I~ , ` ; ~ ' 1 - i ~ I r I~ 0 ~ ~ ~ 2®D~~FL®~I~~ ~UIL~ING G®I~E ~ r~;l~~~~ ~ I O I I I z ~ I ti, - I ~ • ~ 1~ ~2®®~4 FLO~I~,~ ~I~E ~REVENTI®~l G®~~ ~ ~ _ I I ~ ~ i _ ` ~~a~~,,,~ / ~ 1 a I v ~0 INGLUDING NFPA-101 2003 EDITION, NFPA-1 2003 EDITION NTED BLOCK FPA-10 2002 EDITION, NFPA-12 2002 EDITION I\ ~ m I I i ~ \ / I I o I , II ~ / W ~ 28 x FPA-13 2002 ADDITION, NFPA-10 2002 EDITION ~ ~ ~ ~ , ~ I ~ I ~ ° 0 I ,5. DC ~ ~ I txti I x 4' BLOC 5GREEN GILDING 15 AN E5IGNED FOR WIND SPEEDS OF ~ ~ O ~ ~ u. I I oti ~ x WALL CLOSED STRUCTURE 123 MPH (IN 3 SECOND GUST) 0 I- o I I I h ti to ~ ti• I ~ 1 ~ ~ GGUPANGY GLA551FIGATION OFFICE ~ F- I ~ 5.q _ O i DITION 15 BUILDING TYPE 5 CONSTRUCTION ~ w I~ I O I ~ I 33.0 O 12" 15" UNPROTECTED UNSPRINKLED _ ~ ..,Z - ~ e ~ I,. ~ ' I PLANTER . O., I I I I _I 30" 5GREEN WALL / i ~ ~ i F- I EXISTING ONE I - - - - - - - - - ~1 _ _ ~ ~ _ _ TREE BARRIGADE;'~ ~ 1 I ~ " ...1.~. ~ STORY MASONRY I ~ 5.5 16.41 , E ^l+ ^ i ~ ORIGINA O ~ , - - BUILDING TD BE II , + RECEIVED , n I ~ ~ R MO ~ ' I ~ I E VED • I I ~ I -------I. i~AR 09 2006 ~ ~ ~ ~ I ti' I RETENTION ~ n I TREE BARRICADE D~ I - FINISHED FLOOR = 43.12 ry / ~ IO ~ . ,,,,I'' ,I,,.......... + I I POC = FIR =Found Iron Rod & Ca \ 1 ~ I m I Point of Commencement p ~ ~ I ~ I , I ROOT PRUNING NING DEPARTMENT _ - \ I / ~ REMOVE EXISTING I I I . POB -Point of Beginning FIP -Found Iron Pipe / ~ I g 5 _ _ 1 _ _ 1 _ _ _ ~ PUN CLEARWATER . ETB,~GK 2~ R =Da - 'I-_~.. e GONG. DRIVE AND , I ~ -'~,------~'l~ O to per Description FPP -Found Pinched Pipe \ i - - • CITY OF _ I / 51DEWALK - - - ~ti I ~ (M) -Measured Data FOP =Found Open Pipe & Cap ~ 'r" I 2 I , r , 11. • C - Calcul - I ~ - - - - _ _ O - ated Data .PCP -Permanent Control Point ~ , I 62.0 TREE BARRICADE ~ ' ® I i , r. = Pa e s FCM =Found Concrete Monument ~ - i ~ h~ ~ ~ ~ O.R. =Official Record Book PRM =Permanent Reference Monument ' / \ , it ~ 1 ~ I _ r~ ~ ~ --I cQ gyp. DRIP z P.B. -Plat Book SIR =Set Iron & Cap 1 /2 L.S. #4626 ti• ~ / I ~ _ IR /8 I ~ \ I , LINE z ~ } R -Radius LB =Corporate Certificate Number ~ I , , ~ =Delta An I - ~ ' / ~ ~ ® - ~ g e PLS -Professional Land Surveyor Il ~ ~ ~ TO B o~/ ` ~ - - - - - - - - - - - - - - ~ EE E REM EO \ • \ I ~ EP -Edge of Pavement CS -Concrete Slab I 1 x 1 90 TREE 1EGEND a I X90 19 1~` ~ - CONC. =Concrete ~ ~ 2 ~ R/W - RI ht-of-wa ~ I, g Y I / , , . S/W =Sidewalk \ / ~ ~ I'~~: DMH =Storm Sewer Manhole \ / t° ~ I I TEI~IO~t-------------~ MES =Mitered End Section ~ =Centerline / ROCJT PRUNING o 4 x -CHERRY LAUREL I- t..~ _ ~ v ~ / ~ ti ANDSGAPING , ~ ~ ~ I I SMH =Sanitary Sewer Manhole CTV =Cable Tv Service ~ / I ~ ~ ~ ~ ~ - ~ I \ CO -Sanitary Clean Out WV =Water Valve I ~ .OS M / I ~ 51GHT T I G HT RIA~NG E M 100 p ' FIR 1 /2" p~' ~ =OAK z o ~ . TOB = To of Ban - I _ _ ~ - - - p k TELE -Telephone Service - - - - - - - - - - - TOS =Toe of Slo e _ I ,;r'I 50' P ~ ~ PINE p GV -Gate Valve 50 P SET NAIL&DISK \ 50 (P) ater Meter --E-- =Overhead Wires , Dc L/P =LihtPole FHA - ----x-- ~•~y 9 , Fire Hydrant Assembly ` =PALM ~ z - CONNECT TO 4" LINE PP = Utility Pole ELEC =Power Transformer ~~~ij ~ p• ~ 4' ~3 GW = Gu Wire ELEV, = APPROX. LOCATION 'L' tx1 ~ ~ ISTING 5' S WA Y Elevation ix ~ I pp . , EX IDE LK )EWALK ~ ~ .\,,,~o' S/W ~ _ to OF NEW FIRE SURVEY 15 SUB.IEGT TO A TITLE SEARCH FOR EASEMENTS, HYDRANT ` . x -UNKNOWN ~ WV WM RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD. BASIS OF BEARIN TO BE RELOCATED TO BE RELOCATED a ARE PLAT, UNLESS OTHERWISE STATED. NO UNDERGROUND LOCATED ~ = MAPLE ~1 2 CONC. R CU UNLESS SHOWN HEREON. 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TREE BARRICADE 0 0 0° o o o o o o° I o 0 0~ i o 0 0~' o_ ~ e . - - ro-o-er s//- ~-e °ro~o-a~v- o-r, o o~0 0 ° DRIP ~ ~ ~ I 0 0 0 tp/ o~ o y of •a 0 0 0 0 0 0 0 0 1X4 MINIMUM I I ~ 0 0 0 0 0 0 0 /~i o 0 0 o q ,:0 0 0 0 0 0 0 0 0 .;i.^> Z ~ o o o o o o 0~~•~0 0 0 0 010 0 0 0 0 0 0 0. ° ° ° ~ ROOT PRUNING LINE X ~ ~ ~i 0 ~ ~ ~ Q ~ w w ~ ~ ~ - I M I ~ ~ 2X2 I„ I p0 ooooooooopooobooo 0000 ° ~ I 2 ~ ° 0 0 0 0 0 0 0 0 o b o 0 oilo 0 0 0 0 0 0 0 ~ ~ I I I o .I IV ° 0 00000000Io000;0000 000 ° TREE BARRIGAd7E N ~ I- z 4 I I . - ~ 0 0 0 0 0 o o o o o o Io 0 0 0 o° o 0 0° ~ z I ~ 0 ~ ~ ul ° Q~i~ Q ~ z ~ } I a-o 0 0 0 0-0 0 o o-off 0 0 0 lol 0 0 0 ~ m ~ I 12" MAPLE TREit TO ° o 0 0 0 0 - _ _ ° ° ° ° , I ° ° ° I 0 0 0 0° p °°0° BE REMOVED 00000 0 2 0 0 0 0, 0 0 0 0 0 0 0 0 o'';b o 0 0,.. 4 f 000000000000000060° ~ / I 0 0 0 0 I ~ 1q" PINE z ~ ~ pL I- ~ ~ ~ ~ tX z ~ t>_ t>- ~ I>_ ~ _ ~ q~ ~ _ 1`•. I oo `TJ TJ` ° '~N oo°oooooo°°oo°oo°•,oo RO T PRUNING R ' Q 0000° 00100 ~.I 00000000000000000'b; x I w u~ M ~ v I o o o q ~ ° 0 0 0° 0 0 0 0 0 0 0 0 0 0 0°° 8 ° o 0o I ,4RRIG AEI ~ 0 0 0 0 ° TR B n / o 0 0 0 0 0 0 0 0 0 0 0 0° 0 0 0° _ ~ 28.. ~ L~ ~ ~ . o ° N. T. 5, , ~ 51GHT T~I GL ° • .°SK~IT ~ E o 0 0 ° o 0 0 ° _ _ o _ = o °-o ° ° ~ ~ ~F A o S0 P o°o°°ooo°oo °o°o° oo ' I ~ 0 0 0 0 0 0 0 0 0 0 0- Cn, n 0 0 0 ~ o ` JL C I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0{ )0 0 0 0 0 0 0 0 0•"0••••0,,,0, C G o TREE LEGEND ~ ...°...~...a....a....o ~ Q o 0 0 0 0 0 0 0 0 0 0 0 0--•0 0 0 o a o 0 0 0 0 0 o s~ NOTE: TREE BARRICADE AT GREATER THAN 2/3 OF DRIPLINE _ _ _ _ ~ o '°-o o a o o-0 0 o a o-°-0 0 0 0 0-0 0 0 0 0-°-0 0 - - OR ROOT PRUNING OF PROTEGTEI7 TRESS. THEY SHALL R)=M?~IN ~ , ~ MYRTLE ORIGINAL ~ 4' = RECEIVED ~ ~ , EXISTING 5' S1D WALK ~ IN PLACE UNTIL ALL GoNSTRUGTION 15 TERMINATED. PRIOR TO PP ~ ~ ~ S/W ERECTION,ALLFORIGNSURPAGEMATERIAL,TRASHORDEBRIS o°°o °°°°°°°°~,°o°ooo oo°o°oooooo ooo°ooo ° ° ° ° MAC 0 ~ 2006 ~ SHALL BE REMOVED PROM THE AREA TO BEENGL05EDBYTHE T o°°0000000°ooo°°° ° o 0 0 ~ =OAK ~ ~ 1.®-1 BARRIER. NO MATERIALLITTI:RI:QUIPMENTGHEMIGA~1.5501L °°°°°°°°°°°°°°°°°°°n°°° 15 00.00 o°o DEP051T5, OR CONSTRUCTION MATERIALS SHALL BE PLACED o 0 0 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ~ ~ ; ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0 o a o 0 0 0 0 0 0 0 0 0 0 i~jq o~ 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 WITHIN THE PROTECTED AREA. ° ° ° ° ° ® =PINE PLANNING pI;PARTMI:NT ° ° ° ° ° CITY OF CLkARUTATER • ~ ~ ® =PALM i A~ i~~ r x r~r~ r~ i x~ i INN 5. EM 10, TU51<AYNILLA STREET SITE PLAN C3 = UNKNOWN Scale: 1" =1o ft N KT'>\ = MAPLE 5 10, ((oO'Rl6HT-OF4NAY) L-1 OF - - - - - - - - - - - - - - - - - - - - - - - I r : 12 ROOF MIDPOINT ELEV. 14'-6"~ 5 11/30/05 JAY F. MYERS 4959 : II # AA -0003461 P,4INTED STUCCO OPEN _ _ _ _ - - - _ _ - - - - _ _ _ o z.. ~ ~ - pa ~ o z III r - - BASE BUILDING ELEVRTION , - - -n.,.a:~ - ~ ~ ELEV. O'-0"~ ~ s~ .y' - _ t . , _ , - _ i BRICK SOUTH ~LEY~TION 4( .`:Y a . n.,, 1-. - . . r ~ - e.n r t.. ~i: i { r Scale: 1/S" =1'-O" ~ ~ ~ i , a ~ ~ r .I 1 - ....i-,::^ n nr.. w..~~ ..t n.. , ..w.,. i...w. N.at Y..~~. wY a. ...~x.+..a. .a . - _ , ROOF MIDPOINT - . r. . W, , . x,.r ELEV. 14'-6"~ V ~ _ . , _ , t ~:~r - ~ : , , r , - . W - _ ~ -r».>., , H ~ _ ~ : ti . r, - _ . a k , _ ' . , _ ~ ,_...:P~.:. .w . _ _ - N . _ xw y,xPrr::.. ;rw,-- . - ~ .,.eye:,., + .s- U I ,17 ._a .rr. ...a;•Y .c t. ~L s , , i~.c , 4 e y'x 2 i2: ~ yy,i r - t~ o' s:~ " 4 s p -k>t P v 1 i i t t r n> h~ & t~ ¢ .r i• t 2 ' , u 4 t ; ~,.s a, 2 4i: ah ;:1i E~~~ I, F~ I~' 4 ~ t 's T F Ef ~ ~ f 1. : : . { 1' F i , eP- d ~ ~ a t+ 4 a r' 'f ' 2 ~ s t' ~ ~1 4 ~ i k i / 'r 4 s q }y 1 c M V3 j P 1 - gg i ~ Ts ~ 1 v ' t: i ' , . , . , t h 3 ~ ~ fi ~ z 2 :~d •h 9l ~ 1 d f )k, t ,r q F~ . y ~ ~ ~ ~ 1 ~ ~ ~ t ~ T ; ~ ~ ,d a 9 t PAINTED STUGGO ,..~E. y k.: a.. U. ~ h,.t t „ ...slt t. :a C •G 4 tl JF l ryyI.i ~ Ji , I,l o e ~ fr G: * ' ~ > ~ i' i t ~ ' ~ 1 ? ~ x A , t. , 7 .,g , y 4 1 • p * p ~ STUCCO W ~ ~ H ~ ~ y I. 4 F .t. / 1. l °N { .`7 1 ~ ~ ~ ~ - ti a ~ I j J 7 :c, ~ ' ~ E, t g , nk n ff ~ ~ ,.f,~. 4 I,,_.a ~ -M 4. ~ 1? ,'x 1. 'Y,2H rli: I:', i ~ , _ fit. r 7, ~ , , , rt - t F:,~i i , ~ _ . r . T ''I' t . V ~ ~ 0 , ~ v~ .,~{n ~ r , - ~ , ~ ~ ~ w ~,tr. ~-.~•rre1N r~.: C ~ : ~ ~ h Y.~+ ,0.s "d„ y. ' . 3 .E r, ./...,,..t.1. , >r. - Y, L*.n '•M. M, rn~.. 39.1'f'rt'~:~T pm.. a , t ~ .:.,y, ry• i 7-. . g,~ f r. ~ ° 2, a .cr ':1~"V - ,7 y~~ t!' Y^h'r^ s , I j se. ^F W ^'L FwNy•-. J: e:t H.~ M ,~Pryu F:. t. ,:.t , ~nfllf ~r CC'~.4 t.' 0 - ~ I ....2t. :u ~ ~ r.,a vg's ~_.a ~ +r, _ , I._ '.n _:u r.nF 1 -~'e•' _i'~ r . a r r?Y^'F . . ; na":. ~ - .r.. , , . i 3' . v F y . ~ #r.. - ~ 4•' 1Gt'. • `+yr' ffil.. ?yrr . y f~4-... J _ _ - A. +d wf y{ :L..,,w>w.. ,:w~ rfi, .]"~rf s s _ , ._,V x, ".S~ rs 2n' "d ; . cba, ~ ~ ,rk ..n~, ~p ,Yr -`Y ° ~1=°" .lA nv ~Nu tai ~ ~ >At. ....h~v .b n e -pr'- i . , r...j, , . Gx*f - - . _ #k. , . ~ . F '+f". ^•R7~ e _ „r. , 7 - "~!Y9 xo'Y!~- ~l ~p~ Y ~r~~ o ~ ~ ~ o ~ , i s -'r f L~9r N. ~ e: ,..ry 9 - ~o ('RA... ~~6. Fl ~ - fir. . v',2A.. .d., 7. x _ - T,-.,~. _ 7~ iM :FT w ;p°~s 1~ t. -I T" ~ : s i x i ~.ze:. "x-°7~~,r..:.,~.. v w~ 45,..??.:, I' "I'.~..i ~ ~ r.,`~ "'~drY"~;~, ~i: f,~F-, r!" 'r . 3"i~ i ~ .~r~ r°y, ~."1 : s. .i .r I r r Ii .3!:3+44 Y ~i• ,,,:k~ , 4~.~, BASE BUILDING ELEVATION ~ ' j , r ELEV.O'-0"~ ~ ~ rn ~n ' BRIGK N W 5T V~T14 N Scale: 1/8" = 1'-0" ROOF MIDPOINT - - ELEV. 14'-6"~ ' 12 5 i ~:I ~ , I i PAINTED STUGGO Q 0 J OPEN ~ ~ ' I ~ BASE BUILDING ELEVP~TION BRICK ~LEV, o'-o"~ III NOi~TH ~LEV~TION ~ Scale: 1/8" =1'-O" V i , n~'' l~ ROOF MIDPOINT O j - 12 - - ELEV. 14'-6"~ Z 5 UJ z Q L~ j ~ V J i Lu i ~ ~ ~ 0 _ PAINTED STUGGO ®RIGINAL ~ ~ ~ 0 RECEIVED Z Q O MAC 09 2006 ' r_ PLANNING pEFARTMENi _ _ . _z ~ - ~ - CIN OF CLEARWAiER - i f L - S TZ _ ~ '=T 1 - - ~ : i ~ ~f _ _I I _~~Lr Z~T'- r _I_ 7 _I ~-2 Bf~SE BUILDING_ELEVRTION ELEV. O'-0"~ BAST ELEVATION ELEVATIONS Scale: 1/5" =1'-0" i I OF A-2 I • ti . - . " _ ~ _ r . 1 ~ . ~ . + ~ . , ~ _ , ~ ~ F SECT O~J 22, TOWNSHIP 29 SOUTH, RAf IGE 15 EAST, PI~J __LL_AS COUf'JTY, FL_0~ I. _ _ f~JTY~, FL_Of?IDA } r a ~ U yj + _ - i { { r - , . t . ~ : - r SS~S tita ~ r + k , y2 T` ~ b2. rZ' I x ~ r b 4 "cd ~ ~ L 60 RIGHT-~F--WAY + r r ~ CONC. FLUME a !n ~ r~ :r. ,n qh ~ S + i ~ ~ ~ POWER POLE'MTH DROP ~x ,w + ; _ 4 2' CONC CURB d~ ati' d~' E- x a > . ~ a~ ELECTRIC. d , ~ ~ GAS --SERVICE ~ ~ ~ ~ ~ ~ ~ LINE d2 ~ ~ - F,~~_ - r ~ p: a f + 1 r _ i " x WATER - N - CON b u - N - V -xb ~il , n t LINE'. a*b. 2~ ~ ~ ~ - ~ i< 41,42,. _ (PAINTED). ~ S/w a2 d , ' ~ _'r -i- -h ti FIR 1 50' (P)' 2 yy . . ~ ~ + , ' { , . METAL COVER ,1rj 0 .r ~ _ OVER FLUME 2 d2 j ' ' ~ - x. : ,;5 r; i. .,j ~ ~'F ~ r - I x °b 0' 20' 40' 60' 9~ 2~ 1 b2~ ' n2. a~' b2' .a ~ ~ _ - ~ ' F ~ . I Z - i` _ SCALE 1"=20' s J r ~ j _ I :1 _ ~ P ~ . W a a U 1n v, LL ro I N . ~ M ~ n O,. I , i ' _ ELECTRIC v _ ~ METER O b I- a a b2~' e° - w CATV pv' . O A C ~ - ~ / / ~b ~ 1 a2• ~ Z , d a~ 16 07' / (l~J( O r. _ / my ~ x d1, ~ It \ INE RETEIJTION Q O 0 J " ' 0 0 ~ ~ nod a1 x Y V O Fi ~ d I 3Q z bi 2 ~ r a b~' ~ d s. F`z w x " i6" I ~LL ~ r. i w ^ 22" ~ ` > I ab rL t 0b - . dry. o ~ ~ I ASPHALT PARKI d% ~ LEGAL DESCRIPTION:. - ~yh ~ ~ ° ' d 2ti ,52 ,.y, oo, ~0 ~ I b~ ' 11"20° a 5' CURB '"b2' n2 W LOTS 11 'AND 12, BLOCK 13, SUBDIVISIOtJ OF BLOCKS 13 APJD 19 OF MILTON 50' (Pj d n 4 4 50' (P) Z' ~ a~' PARK, AS RECORDED `IN, PLA1 BOOK 10, PAGE 28, PUBI_iC RECORDS OF PIIJELLAS COUNTY, FLORIDA. 50' P b d l~ ' FIR 1/2' 4"4" 100.00'(~4~ 1OO' ((P) FIR 1/z" " LB y2Da3 x ~ b°j ~ `~1 LB x'2043 ~ N u ~ 4^ b2 , ~ p ~ FLOOD STATEMENT,. 0 ' , ~ a zx 6y .d ~ C ' ~ „ II S ~ y p,, ~ I t U ~ Zx r 1. ~ i _ THIS PROPERTY LIES IN FLOOD ZONES "r;" AIND "AE" (BASE FLOOD ELEVATIOPI: 42.00') .ACCORDING TO F.E.M.A. FLOOD INSURAPJCE R~~TE ~~IAP ~ 12103C'0108 - -y-.i a" `1 - H, DATED MAY 12,_2005. _ _ l ¢ f ~ QtiNti~ ~ . f h . W r~r v=i is x 7ti + 1 a.. b~ rJOTE, ~ I _ ~ x ELEvA110NS SHOwrJ HEREON ARE BASED OrJ FIORIDa SDR DISK #355, I • ( ~b 1 6 p x LL.J ~ ` ~ ~ b ~ _ ELEVATION 47.98' N.A.V.D. 1988 Dr'~TUM. ' ^ x W I U ! 2a ~ 5 20^ x b a 5^6 ~ LL I 8' DRIP I I ~ ~ ~ l7 LINE 12" b IL (n x W ti~ n~" `l CERTIFIED T0: HECTOR .A: ARANGO, M.p. ~ ~ ~ ~ cn ~a 1, d~ 't. U) Q I d'1r DRIP ( ) ~ 16.17' KAREN M: ARANGO. 3 J LINE f - ' ) / ` b - f- N ~ W / DRIP r: ~1 ~ / = n ~ I UI LINE ~ ~ n°' ~ ~ V ~ ~ \ L_l_ O~ W x2 v( ~ W v t V1~~ w Q x a~ ~ ~ 2B., no ~ ~ ~ x17 + b ~ ryb ~ O ~ f n~? ob dry. - O x 2•°~' i, J BUILDING HAS x x °•yb ~ n° ~ ~ I b d2p RMOVED oyd x a. 1 x 1 t nv BEEN E a x r _ ( ~ rr 12 15" ( ~ x ( `k- . ~ ) ti,~ W I ! ~ ~ O ~ ~ 26 2 ~ ~ t b2. a~ f L I. h1 DR:P_. _ h~ x CONCRETE f r f ny~t d°' 2 DRI r LINE b I ~ ~ r ® ( 1 f d1hb 9 19" d ( GRATE INLET 21 x Q ~ ti 9J/. b~ 7 . TOP OF GRATE=38.79' bb b I b b2, x `til t 12" ~b n° ~ q ~ 6~' 28" ,yo ~ yb ,,IrJVERT=33.14' d~ nv 51.08'(M) x' a~ ~ 100.00'. 1 100'//P FIR 1/z" ryq• do i do x y FIR 5!8" 50' (P) SET NA DISK 50' (P) dti} 50' (Pj ~,..v.,,. j C / / - -l-E-f-E-E~~G.y[- ~[.~f-.C-f-[-Imo[-i-i-[-[-i~- 4f-[~ _ -[-t0.1-x -[~[~f ~[~-E~[~i-[-i -[~i-/ i I-E-I-[-[ `-[-[-F~-i ~.l-[-[.~-1-E-[- -[-Ems[-F-L~[ -L-t [-F-[~ --i-[-f-[-i-[- / { wv wM • LI H ~ ASPHI~`LT PROJECT I .,f WJ 1. / / ~ ~ 20"X30" CMP i BENCH MARK t 2' CONC. CURB r' PJORTH RIM o H f ~ti,-", SANITARY dtiq °q° tiq ` L.i t ° - _ MANHOLE a bo• ~q3 ~n~' ELEVATION = 42:73' ~ CURB INLET 0b ,y~ b \ RIM=.38.80' - --_y THROAT=37,76' INVERT=33.16' ORIGINAL . ' ~ RECEIVED 60 RICH I-OF--WAY. . MAC 0 91006 PLANNING DEPARTMENT CITY OF CLEJ!RV'JATER E ~ . - q ba ~ GEND n~~ b0 POC~ = polnl. of Commencement FIR =Found Iron Rod k Cap x - - x - PDB = Polnt'o} Beglnningg FIP =Found Iron Pipe ~ - R ~m Data per Description FPP =found Pinched Plpe - - ~ ~ - M a Measured Data FOP =.FoundOpen Pipe & Cap - - - C d Calculhted Aorta PCP = Permanent Control Polnl - ~ - ~ - - ' "PQ(s =Page (sj - FCM= Found Concrete Monument ~ ~ - - ' ~ D.~.. = Otficlal Record Book " PRM =Permanent Reference Monument - ~ - - - P.B, = Plal Book- ,SIR =Set Iron'B Copt/2" LS. X4616 ~ - " R " = Radius LA =Corporate Cerllflcale Number ~ a Delia Aggle + PLS - Prdfeaelonal Land Surveyor EP eEdge~ofPavanent" ~~~CS -Concrete`Slab - - R/W -Right-dt-way CONC. =Concrete .TREE LEGEND y~~HALELAND $URV'EY/NG • DMH a Sinn„ s.r•.r u=^ti^i. 5/W = cld.w~ia ~ - u., ~'MES = Mitered End Section - Centerline - - SMH =1 Sanitary' Sewer Manhole CTV = Cable Tv Service MYRTLE c crTJ r7~H ruiv; lw GUY D HALE THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERwY'~4T ' CO = Sanitary Clean Out - WV = Water Valve- - - T08 • Top of Sank, TELE = Telephone Service THE. SURVEY REPRESENTED. HEREON AND THAT AID'ABOVE GROUN SU BEY AN0 - OAK SKETCH ARE ACCURATE TO. THE BEST `OF MY KNOWLEDGE AND BE `I AT.4 - TOS = Toe of Slope CV = Gate Valve. - - - - s -WM . Water Meter --E-- = Overhead Wres . . L/P . Ught Pale FHA . Fire Hydrant Assembly - PINE, CERTIFY THAT THIS SURVEY,MEETS THE MINIMUM TECHNICAL STA aIN+SVt 10N PP = Utility Pale ELEC Power Transformer - CW =Guy Wire ELEV. . Elevation 472.027. FLORIDA STATUTES (OR RULE CHAPTER 61r,17-6 F.A Ajp IwHUCY`NO( . = PALM VALID UNLESS 'SEAL E01 M AN M80SSED SEAL. SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, C3 = UNKNOWN RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD. BASIS OF BEARINGS ARE PLAT, UNLESS OTHERWISE STATED. NO Q = MAPLE GU}' D. NAIE S / 4,525 UNDERGROUND LOCATED UNLESS SHOWN HEREON. T DATE.• 121i6105 1`'$Hb s ` F' M DUNED/N, FLORIDA 34598' JOB; NUMBER. 2005707 GATE 7119105 721) 73Q-4266 I X (?t?1), W-3228