The URL can be used to link to this page

FLD2006-06033 Planning Department v 100 South Myrtle Avenue P Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 N SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION L? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2) stapled and 3) folded sets of site plans N SUBMIT APPLICATION FEE $ 1,205 FAX NUMBER * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 12/30/2004) PLEASE TYPE OR PRINT - A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Mark Newkirk MAILING ADDRESS: 2901 Busch Blvd., Suite 701, Tampa, FL 33618 PHONE NUMBER: 813-936-2221 PROPERTY OWNER(S): Mark Newkirk, Owner - Harborside, LLC FAX NUMBER: 813-936-2228 (Must include ALL owners as listed on the deed - provide original signature(s) on page 6) AGENT NAME: Janice Sands Ash, President - Ash Engineering, Inc. MAILING ADDRESS: 4902 Eisenhower Blvd., Suite 380, Tampa, FL 33634-6323 PHONE NUMBER: 813-290-8899 CELL NUMBER: 0 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: 813-290-8891 E-MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) ORIGINAL STREET ADDRESS of subject site: 706 Bayway Blvd., Clearwater, FL 33767 RECEIVED LEGAL DESCRIPTION: Please see Attachment F - Boundary Survey, for Legal Description f1f T n 2006 (if not listed here, lease note the location of this document in the submittal) PARCEL NUMBER: 17/29/15/06286/000/0001 PLANNING T PARCEL SIZE: 0.35 acres, 15,246 sq.ft. rITV OF CLEARWATER (acres, square feet) PROPOSED USE(S) AND SIZE(S): The proposed project consists of the removal of sixteen (16) mooring pilings and 1,783 sq. ft. of (number of dwelling units, hotel rooms or square footage of nonresidential use) wooden deck and catwalks, and the installation of one (1) access walkway, one (1) common walkway, four (4) catwalks, seven (7) drvslips one (1) wetslip and four (4) mooring pilings to serve fifteen (15) upland condominium units. Total area over water is 0.08 acr Please see Attachment C - Site Plans, Pages 1-10, for proposed structures. DESCRIPTION OF REQUEST(S): Approval of dock location and design. 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.) S. l a? t O 0 w w Page 1 of 6 - Flexible Development Application 2005- City of Clearwater • DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) C9 SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) Please see Attachment G for Warranty Deed. D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Please see Attachment E for responses to Clearwater Dock Standards 3-601(C)(3)(a-h). M Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed dock structure will replace currently existing structures. The entire shoreline of Clearwater Harbor in the vicinity of the project is seawalled and contains numerous docks. Docks that are similar in design and larger in size exist approximately 600 feet to the east of the proposed dock location. For additional comparison of structures in the vicinity of the proposed project, please see Attachment E, Section 3-601(C)(3)(a)(ii). 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed structures will not extend beyond adjacent riparian rights lines. The proposed structure has a smaller footprint than existing structures and will reduce navigational hazards associated with adjacent docks. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed dock structure is replacing existing structures and, therefore, will not present any further safety hazards to persons in the neighborhood than already exist. 4. The proposed development is designed to minimize traffic congestion. The proposed dock structure has only eight (8) slips while there are fifteen (15) upland units. Having fewer boat slips than upland units decreases the navigational hazard of the dock by occupying a smaller area and minimizes the amount of boat traffic associated with the upland units. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The vicinity of the parcel proposed for development consists of multi-family residences and commercial businesses. As mentioned in Response 1, because there are numerous existing docks in the vicinity of the proposed structure, the community character will not be adversely affected as a result of the construction of the proposed structure. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed dock will be associated with upland private condominiums and will not introduce activity that is incongruent with private residential living. Existing structures will be replaced with a new, more aesthetically pleasing structure. For the reasons provided in numbers 1-6, adverse effects resulting from the proposed dock will be minimal. ? Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to whickt&e,t?y?i?rer is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: CvJIrcCK7. 1 VVfH?LL N/A RECEIVED OCT 0 6 2006 N FLANININING Page 2 of 6 - Flexible Development Application 2005- City of Clearwater 9 0 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design C Manual and 4-202.A.21) N/A A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that invo addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with I City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. - 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 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) 09 SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; Please see Attachment F for Boundary Survey ? 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; C4 LOCATION MAP OF THE PROPERTY; Please see Attachment D for Location Maps ? 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 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) 01 SITE PLAN with the following information (not to exceed 24" x 36"): Please see Attachment C for Site Plans All dimensions; ORIGINAL - North arrow; RECEIVED - Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ Location map; n Index sheet referencing individual sheets included in package; OCT 0 6 2006 Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; PLANNING DEPARTMEN' All existing and proposed points of access; CITY OF CLEARWATER _ 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; All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; _ Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701}; Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; _ Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: 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. REDUCED SITE PLAN to scale (8 % X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _ One-foot contours or spot elevations on site; _ Offsite elevations if required to evaluate the proposed 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) N/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 % 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. RECEIVED OCT 0 6 2606 PLANNING DEPARTMENT Page 4 of 6 - Flexible Development Application 2005- City of Clearwater CITY OF CLEARWATER I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) N/A Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as 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 % X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) N/A ? 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'/a X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) N/A ? 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: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. 0 / VQ,5 &"r sjy 'tjY STATE OF FLORIDA, COUNTY OF PEAS Sworn to and subscribed before me this E5rL day of A.D. 20Q;?? to me and/or by 'v'"Ok t? [ ?tPt11'.i Q. iC , who is personally known has nroduced n as Signature of property owner or representative ORIGINAL OCT 0 6 2006 commission LAURA ENOEL,HARDT - MY COMMISSION # DD 532707 EXPIRES: July 24, 2010 Nnd9d ThN WW Popp 8ndan9 bM PLANNING DEPARTMENT Page 5 of 6 - Flexible Development Application 2005- City of Clearwater CITY OF CLEARWATER 0 0 AFFIDAVIT TO AUTHORIZE AGENT: Mark Newkirk, Owner - Harborside, LLC (Names of all property owners on deed - please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 706 Bayway Blvd., Clearwater, FL 33767 2. That this property constitutes the property for which a request for a: (describe request) Eight (8) Slip, Multi-Use Dock Installation ADDroval 3. That the undersigned (has/have) appointed and (does/do) appoint: Janice Sands Ash, President - Ash Engineering, Inc. 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 correct. r Property Property Owner {-I ? L.? 0e) P-0 v STATE OF FLORIDA, COUNTY 017,z tS? Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, o,rn personally appeared i(KA Al ?? WK eposes and says that he/she fully u tents of the affidavit that he/she signed. My Commission Expires: LAURA ENGELKN MY COMMISSION # DD 532707 EXPIRES: IY Bonded Yiw Ntn9ry ft ft2010 ft t . S:IPlanning DepartmentlApplication Formsldevelopment reviewlflexible development application 2005.doc Page 6 of 6 - Flexible Development Application 2005- City of Clearwater ' .-L Notary _ day of swom ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • ATTACHMENT B ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER -.?- ?... U VO/p°m-H u Connection i O 2-1/2' D.I. CL 52 4' x 2-1/2' Reduces ° V O WATER WAq MCK CLEAR "R # & tny?'rt. rl fde? No. 403 w $ARB H 71r& f w 0 ?•-?•?eru ?ReoT C?t. I;TyjQx No. 403 w Ebb* 1500 Series (Typ.) T ? ° Per City of CIw. Index No. 403 N O_ RE p?pp?7?,???T CONNECTION NEAR SEAWALL + o a a CONC. ° t ptNARD M D) OF s 1.4_AWgL ITS OF ° (1ANTFIE WE1Ut1 h m 1)) 5' DRAINAGE AND 'll EASMENT 5.10 6 NFl (P.B. 6G. 50) J h 1 1` 6'1 _ E y NC CHAIN FE ¦ U * C A 9 5 1 - - - - - - - 1 (2)C STORY .7 1 a B r 1 B _ a°1i m NE# 92 0'0.16% J LW O 6 QE -? 3 ¦ a I Rp0 DU D NTS REATM ALL NDERGR 5 NOTE: U TORY C.B• • ? 1 (1) S ON STILTS ?' 1 I 10' GRATE NON O o.t6>< ? 0 1 5 5 M / Q 1 HS-20 1pOFUT AAT2?DR,dN (Q 1 Q 6.5 W1111 A J ?N to' F.F wR? v,30 AT 2 t 2 t.? 1REON C.B a \ t4/ACCESS UNl>E> ULT 6 C IMnn m 7 V 7 N/AcE 1 5. 5. ?IU 5.3 ' yN 4 q, 55 l .45 INV 0 y m 3 to 4 E/a W DIV F M? l 0 1) Of. I M. PVC iN L 6- SLOPE ~ CHD.=1J4.89'4me 1N 3 • CB=N78 1 fi 28 6 yIN• p • BAYWA BOIJLEV JE HALT PAVEMENT z ?. 16" WATER z a U mp iH. 43.07 NC. G W-Mm U. 6" WATER Z d -J I LL, J i 1+ 10 I L3 c3 Cl CZ) CL I q A R •(2}1.65 M.H. 1T/W wm RIM 1,65 3 * d INV. pR4 U RIGINAL D 2" ? R J6. 1AI/N. COYER ? w J6 ?eN o ECEIVED NEW 2" y, k NEB 4" PVC pRf4 F. NEw J6 ?nN covER 21 y6 FDC NEW 6'96k27E Ulu OCT 0 62006 N Z:) 04- WA Z PLANNING DEPARTMENT ?'?p F" NEIV'TA NEW 6'x6" TEE Q CITY OF CLEARWATER : VALVE EX 6' W. 9 0 ATTACHMENT C ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT _.....?........ CITY OF CLEARWATER ORIGINAL OCT 0 6 2006 N PLANNING DEPARTMENT " -T-13 CITY OF CLEARWATER S 0 M 200 M Harborside Condominiums S-17, T-29S, R- 15E Dock Installation Project Pinellas County Pine//as County, FL Scale: SEE BAR SCALES ASH ENGINEERING, INC. Project L ocation Pri# 05101F ?--? 1:12,E senhower Blvd, Suite 380 Tma, 33634-6323 CA#6603 Topographic Map b O ` 873.290.8 .8899 F= 813.290.8891 www.asheneineedne.MM F1 ure USGS Topographic Quadrangle Map taken from Terraserver Ah ORIGINAI N OCT 0 6 2006 R g PLANNING DEPARTMENT CITY OF CLEARWATER ! V. C/ervatr " u way .. I k t ?V if " ( 7Y 1 Gulfview B/v :.. ? q .sue ?NZ ' tub I F t` PROJECT NA- v W. Cl j earwater ? .. Harbor 4 _:-7 ?.. ofearwater Ma - Made Land Association 0 mi 0.5 mi Harborside Condominiums S-17, r-295, R- 15E Dock Installation Project Pinellas County Pine//as County, FL Scale: SEE BAR SCALES 1 ASH ENGINEERING, INC. 4902 Eisenhower Blvd, Suite 390 U, S. Soil Conservation Pr,# 05101F Tampa, FL 336349323 CA#6603 813290.8999 Fax: 813.290.8891 991 .- _.. ..,,. _ www.ashenaineedna.com Service Soils Map igure no?^t.?.. ...,,,m N OCT 0 6 2006 A S ?, PLANNING DEPARTMENT CITY OF CLEARWATER O ft 1,300 ft Harborside Condominiums S-17, r-29S, R- 15E Dock Installation Project Pinellas County Pine//as County, FL Scale: SEE BAR SCALES ASH ENGINEERING, INC. Project Location Pri# 05101E 4902 Eisenhower Blvd, Suite 380 813 290.88996 ax 813 290.8891 www.asheneineerimixom DOQQ Aerial Map Figure 5.0 I I Aena/ taken from www swfwmdstate . fl us ORIGINAL. RECEIVE[ OCT 0 6 2006 1w N w s PLANNING DEPARTMENT CITY OF CLEARWATER S Total Preempted Area: 3,580 sq.ft. MHW.• 1.31 ft NGVD MLW.• -0.69 ft NGVD Harborside Condominiums S-17, r-29S, R-15E Dock Installation Project Pinellas County Pine//as County, FL Scale: SEE BAR SCALES ASH ENGINEERING, INC. Pri# 05101E 41011 iaenh3 632 Suite 360 A eria/ Map Tampa, FL 3363634&323 CAk6603 813.290.8899 Fax: 813.290.8891 ww nhengineednp.com Figure 6.0 I aerial taken from 0 ft 120 ft ,oubgis. co.pinellas. fl. us/public_gis i 0. 'G Z I Z O O 0 (=> m;o_ m G7 M I D 0 F C IZ 1 a o, I 1-1 I ?I w 24 z Q a < I SLIP 1 Q O I PILING a a L 0. !a I I a FIRE EXTINGUISHER NIX SLIP 5 1 (j 10,000 ?F LIFT n 20' TURBIDITY CURTAIN TO BE SLIP 6 1 INSTALLED AROUND AREA DURING CONSTRUCTION 10,000# -6" r--72'-6" I FEE?H SLIP 777---T 1 SLIP 2 SLIP 3 ¢ SLIP 4 10,000# 10,000# a 10,000# LIFT p LIFT LIFT COMMON WALKWAY EXISTING SEAWALL 60'-6° 1 WET SUP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4) ALL SUPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN 1 J -6 SLIP 811 11 1 10,000# 0# LIFT 11 FIRE EXTINGUISHER 1 r I r I r I I r M I > I ? -;v M M D r- Ir o rM W 1 UPLAND \ CONDOMINIUM DEVELOPMENT IS b 6% NOT INCLUDED IN r O THIS PERMIT I w - W f -120' 54'-6" _ I S1t,a aEE6t iFa ` #Jle 10 I , b fry i, - A ' L - . -; F? is b fiEUHEI?}EI?iRSO ?{F.E. r FL`?Pq??LIJo4T8313 i? WATERLINE CONSTRUCTION DATE: 09-14-06 FILE WATERLINE CONSTRUCTION, INC. Horborside Condominiums ?' Ash Engineering, Inc. PLAN NEIY 4408 Grady Ave. N aeo2 Elsannower eme, s,na 33o PROJECT NUMBER CARD FILE VFIATERLINE?'' Tampa FL 33814 706 Boywoy Give Tompe,FL33B3a6323CA4?M SC.4LE1""=>6' 05101F 813.290.8899 pa: 813.290.8891 CON87RUCi70N, INC. 813-808-1977 Cieorwoter FL 33767 _ _osh?ulneerlnmcm 5' !7, T?9 4 R >5 PAGE of ,o Pa9.>r FLOATING TURBIDITY BARRIERS ,? LEGEND Pee taeatiarr I ® Dredps Or F111 AM Sh- its Of Cent. MocrYq Owy w/Anchor r a,.. t uane or coy I Andw Structure Alignment To Currant Action CroNOTM, " 0. ..r 1. Tw Tw t. bidlty boMes ore to M paced a MWaotad on qan New rspordlsw of voter depth. z Moo" buoy w/ anchor mold be epead awry 40 bst ar WM 30, n I I PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' R, r" 3 SUPS FOR BOATS LESS THAN 24' Q I (Q SLIP cJ 1 2 I 4 SUPS FOR BOATS LESS THAN 20' TOTAL: 5 SUPS 1 0 000 NOTES: I LIFT I 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS B tt- 2) ALL BOATS TO BE PERMANENTLY MOORED TH I ' WITH A DRAFT OF 3' - i 3) MAX. BOAT LENG S 28 4 ALL SLIPS ARE BOW-IN ONLY 20'- t MANATEE AWARNESS SIGN TURBIDITY CURTAIN TO BE SLIP 6 INSTALLED AROUND AREA L 0 DURING CONSTRUCTION ? 0# THE OWNER / AGENT IS AWARE OF AND MUST ASSURE FT I MAINTENANCE OF THE EROSION PROTECTION THAT IS ASSOCIATED WITH THE PROJECT DURING CONSTRUCTION. 7 2 I Mark Newkirk I 0. --2'- 6 2 -6 SLIP 7 1 2 OWNER / AGENT PRINTED NA 5 9 r 10,000 I ?? 14' 12' 12' } LIFT OWNER /AGENT SIGNATURE Q Y CATWALK 4 2'-6" I 3 r l I z a SLIP s 12 ORIGINAL 2 4' 10,000# za 0 LIFT RECEIVED g l SLIP 1 SLIP 2 SLIP 3 SLIP 4 r 0 10,000# 10,000# 10,000# Ov i 0 6 2006 I PILING LIFT 0 LIFT " LIFT I f a. COMMON WALKWAY 16' b PLANNING DE MIgAt. c' Z=} < A CI OF T . D EXISTING SEAWALL ' ° z I 60'-6" 5' 54 -6" . `_ I r i -.12 ' 0 + Hl A, J I I ra Vr. C;; ?+e z # ? I T :? `? UPLAND CONDOMINIUM a e DEVELOPMENT IS NOT INCLUDED IN THIS PERMIT I ';f EU EN,' LARSON," P,;? °r " N0.1641.3 as r WATERLINE CONSTRUCTION Harbors/de Condominiums Ash EnfnIneenn Inc DATE: 09-14-os FILE: WATEAUAlf oNSTRUCnON, INC._ 4408 Grady Ave N . 4902 Ssenhow,eerr Blvd, sale 380 PLAN yEw PROJECT NUMBER CADD FILE WATERLINE . Tampa FL 33614 70 Boyway B/VV Tempe, FL 33630.6323 CAWa17 813.290.8899 Fee: 813, 290.8W1 SCALE > ?'is 05101F CONSTRUCTION, uvc. 813-806-1977 Clearwater FL 33767 www.eshen l-d an 17, 729 R 15 PACE r OF w Pages '... '1. • 'V (?Yf? * U p .?.+ \ s V ?O O 6 d pp • i V W w J 0 ? ' ly," z A+ w Y? M'.„yu? m? J O [ /wy • ??, ' -3 Q 7 , n , J ? EXISTING ?a 'tttt o SEAWALL 0 0 a O W co n as 144 Q t) C ID d C m L1J t w g$ 5d 7' Q v m 64 9' 68 1' y N 5 0' 64 8' ? NAVIGATIONAL C m CHANNEL ?J D ?t ym ? 0o m zN _ , - - - 23 5 - -r25% WATERWAY WIDTH 0 - . U p?c z E ?r z;m ORIGINAL RECEIVED OCT 0 6 2006 1 0 o 04E+aD PLANNING DEPARTMENT CITY OF CLEARWATER ? EXISTING 0 SEAWALL W5 17/29/15/05004/001/0240 $ 8-1 000.00 A=120.00' CH0.=n s?s'ss (N) CB= n 9.52 (b) 0 17/29/15/16523/000/0010 t J BAYSIDE SUB N0.5 17/2 9/15/06286/00 0/0010 CLEARWATER POINT 8 W8 LOT 24 ?i TOWN HOUSE f- PB 38 PG 38 P h 8 PB 69 PG 50 i i I PREEMPTED AREA NOT TO EXCEED 30:1 a b PREEMPTED AREA ALLOWED: 3600 SF a, r 58' 5- 20' EXISTING AREA OF DOCKS: 1783 SF AREA TO BE REMOVED: -17 F 1 3 TOTAL: 0 PROPOSED AREA OF DOCK: 687 SF AREA OF SLIPS: 2893 SF TOTAL PREEMPTED AREA: 3580 SF PREEMPTED AREA REMAINING: 20 SF WATERFRONT WIDTH 120 LF 1) 7' WATERWAY WIDTH 665 LF c c Q PROPOSED SOVEREIGN SUBMERGED PREEMPTED AREA/LAND LEASE CD --? m 0 20' _J m G) :z - M EXISTING WOODEN DECK 4 TO BE REMOVED C= v CM 'doz ? `_ . ? ?e ". 'fix. ?. ? ,k R [ -' . 11 s« 0. t? tl` REUBEN CLARSON; . P. FL.' :E.. No.16313 WATERLINE CONSTRUCTION Harbors/de Condominiums Ash Enf7Ineedn Inc ? ? DATE: 09-14-06 kz WgPLJNE .CONSTRUCTION, INC. 4408 Grady Ave. N . 4902e1ee°n°w 311d,9mb380 ' PPEE1/P7FD .4 .4 PRQIECT NUMBER -CADD FILE WATERLI ? NE Tampa FL 33614 706 Bayway B/va' 813.2908899F 813.490 8891 SCA[E 05I01F CONSTRUCTION, INC. 813-806-1977 C/eorwater FL 33767 -d- n, r 29 4 R 15 5 PACE s of ,o Pages 10 ALL FRAMING MATERIAL WILL BE .40 CCA TREATED 7 ' W j CY 2 _ x-16' 13' -r f2 _-r-6 12'-6"-?-12'-6" i ? X13' ° DECKING WILL BE 2"X6" 2"X10" SILLS ? #1 PINE EE AND WILL BE WILL BE BOLTED SCREWED WITH STAINLESS WITH %e" STEEL SCREWS. o GALVANIZED o o ELEV. +11.58 ALL JOIST WILL BE BOLTS. 2"X10" SPACED 18" ON EXISTING CENTER. JOIST WILL BE I II I I DOUBLED ON THE SEAWAL L OUTBID ELEV. +4.98' -4.77 A MIN. OF VETRATION Z Q m v m m ? v K O C77 m Z -I WATERLINE CONSTRI 4408 Grady Ave. N WATERLINE?'? Tampa FL 33814 CONSTRUCTION, INC. 813-808-1977 PROFILE (SECTION A-A) ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1' ABOVE MHWL :REIJBEN CLAkSQIyl y,w P.E. No.18;1yr DATE: 09-14-08 ' VILE: WATERLINE CONSTRUCTIOK; INC. Halbol-side Condominiums Ash Engineering, Inc. 1111 E 111,1, ?16 180 706 aoylyay a/ V& Tempe eFL 338348323 CAROM C/eo?wote? FL JY 813 290.8899 eeeBBAlle.Cef11 PRwEr PROJECT NUMBER ,t CADD FILE S04LE1 =10' 05101E `<r=? 17 'r.09.9 R 47 PACE 0 OF to Paget ALL FRAMING MATERIAL WILL BE .40 CCA TREATED COMMONIWALWAY A C C ESS CATWALK 2'-6' 2''- 6 " WALKWA DECKING WILL BE 2"X6" Y ---? 12' 2 B 12' ---[ BOAT SLIP #1 PINE EE AND WILL BE SUP I I BOAT SLIP AO T BOAT SLIP SCREWED WITH STAINLESS CATWALK CATWALK STEEL SCREWS. ° 0 0 0 o ELEV +11.58 I I ELEV. +9.98' I I I I I I II ELEV. +4.98' ALL JOIST WILL BE 2"X10" SPACED 18" ON 2"X10" SILLS WILL BE ' CENTER. JOIST WILL BE BOLTED WITH NGVD APPROX. MHWL ELEV +1.31 GALVANIZ B L S. OUTSIDE. NGVD AP ROX. MLWL ELEV. -1.69' ALL PILINGS TO BE 2.5 CCA TREATED AND ENCASED IN PVC WRAP TO ABOVE MHWL III 1=III-i I I-III I I-IIIIII III - - -III-III-III III-II -I 111 1- , III-III-II -III -i i-i I:DOCK PILINGS TOI I- II I II I -I I I-I I I-I iil I=I I I I (LIFT PILINGS TO I I I I I-i IEEE I-I I I I I-I I I-I I-I I I I I I-I i I-I I- I I I I-I I I-I I I-I I I HAVE A MIN. OF 6' PENETRATION -I II-I III-III-III-I HAVE A MIN. OF I -I I I I I I III I I I I -I I I-I I I-I I I El I I-I I I-I I I E I M E M I IM I I . I-1 I I-1 -I I - I-I I I-I I I_ -I I El I I III I 8' PENETRATION I-I I 111=111= -1 III-? 1- -1 I III -I l I-I _- II-I I-III-I l I- III I I El I I I I I I I I I I III III-III-III-III I -11 MI I I-I I E ? -I I -I I I-I I ?-I I I-I I El I I El I El I I-I I IM I I I-I I _ l I I III-1 1-III-1 I -I 11-I I I- I-I IM I HE -I -I I El I I-I I I - I I-I I-I I-I I-III- _ _ II-I I -I IIII-I I I-I I I -I I - I I El I IM I I -I I I-i I-I I I I I-I I - - - - - - - - ,, n r 0 S + CROSS-SECTION B-B j- ORIGINAL RECEIVED y f 0? 1 0 6 2006 CLARSOIY, REUHEN `.? - NING DEPARTMENT P.E. No.16313 PL. PLAN PLAN CITY OF CLEARWATER . WATERLINE CONSTRUCTION N Ho/'borside Condominiums Ash Engineering, Inc. 4902 Elsenhmw BWe SAte 380 AP05S-51"CAGw DATE: 09-14-06 PROJECT NUMBER FlLE: .WATMUNE CDNSTRUCTION, INC. CARD FILE S i W 4408 Grady Ave. Tampa FL 33814 706 Boyway B/ vd , Tempe, FL 33634-6323 CPAtle03 : 0?1 et SCALE /-/0' 05101E - ATERLINE CONSTRUCTION, INC. 813-808-1977 C/eorwater FL 33767 r.esna9mn e a a !7, T 29 S, R 15 PACE 7 OF M Pages C1 a a., PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4) ALL SLIPS ARE BOW-IN ONLY + MANATEE AWARNESS SIGN PUBLIC INTEREST CRITERIA: a -RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE EASTERN SIDE OF ACCESS WALKWAY, THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED ON THE RIPRAP AND SPACED THREE FEET ON CENTER. a -SHALLOW AREAS THAT ARE SHADOWED BY EXISTING STRUCTURES WILL BECOME MUD FLATS EXPOSED TO SUNLIGHT. -MANGROVES MAY BE TRIMMED TO PREVENT a OVERGROWTH. ` -3'X3'X53' OF MIAMI LIMESTONE WILL BE PLACED UNDER THE ACCESS WALKWAY TO CREATE AN ARTIFICIAL REEF a 2'-6" -- 2'-6" I °+ ?14'-? 12 12' 12' w z a 1 0. z Q ? i a_ CvI 2 X0.0 SLIP 1 3 SLIP 2 SLIP 3 < SLIP 4 COMMON PILING v 0 WALKWAY a 4 3' SLIP 5 11 12' CAUTION f MANATEE AREA ro • CATWALK 3 2'-6" 12' 72' 12' 59' CATWALK 4 2'-6' r? PROPOSED RIPRAP D 70 AND THREE-GALLON D SLIP 8 12' SIZE RED MANGROVES Z PLANTED 3 FEET ON r CENTER r z - m X I I ? _+? `WALKWAY l I EXPOSED TO SUN rro EXISTING SEAWALL -- -6" - - 5`1 - 54'-6" 120' ORIGINAL RECEIVED Co T 0 6 2006 pot Ot CLEAW 4 , .?. r r 4^ • C • /f? Lit w LG.i P. REUBEN 'CLARSON; 'P E.f . FL. 'P.E. N6.16313z _ 09-14-06 BAY DATE: T NUMBER FlLE: WATERLINE CADD FILE CONSTRUCTION, INC. WATERLINE CONSTRUCTION Ho?,bors/de Condominiums Ash Engineering, Inc. 4408 Grady Ave. N 4902 Eisenhower Btvd, Slits 390 BALLS PROJECT NUMBER WATERLINE +' Tampa FL 33614 706 Boywoy B/ vd 81329oe899FM:6813: CAMM SCALE > =!oslolF CONI TRUCrION, INC. 813-806-1977 Clearwater c-L 33767 WW nhendn"ftCM 17, r .?g 4 R 13 PACE a OF 10 Pages PUBLIC INTEREST CRITERIA: ' A 2'X20' FOOT WALL OF RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE 3 EASTERN SIDE OF THE ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED ON THE RIPRAP WITH A STIPULATION THAT THEY MAY BE TR IMMED TO AN ELEVATION THAT WILL NOT IMPEDE VISUAL CONTACT WITH BOAT SLIPS AND WILL PREVENT ENCROACHMENT -3 -? OF DOCK STRUCTURES. ARTIFICIAL REEF SHALLOW AREAS THAT ARE SHADOWED BY EXISTING STRUCTURES WILL BECOME MUD FLATS CROSS-SECTION C-C EXPOSED TO SUNLIGHT (SCALE 1"=4') 3'X3'X53' OF MIAMI LIMESTONE WILL BE PLACED UNDER THE ACCESS WALKWAY TO CREATE AN ARTIFICIAL REEF - 2'-6° 72' 2'-6 ORIGINAL 16' 1 13' -1 1-12'-6" -i 12'-6" -i-1-I?? RECEIVED 01-l "If 06 2006 o ? o ELEV. +1 1.58' PLANNING DEPARTMEN C11Y OF CLEARWATER I ELEV. +4.98' NGVD APPROX. MIM ELLEV. +1.31' f C 9 NG APPROX. MLWL ELEV. -1.69' _ I I I I I-I I hi T-I 1=I -III=1 I I-III-I? T i`- 3' 4t`eteries __ III III-III-III-III-III I IM II i I-I 11=? t ?` ? t ? 11 III=ITI=Ti 1 I I=1 III-1 11 1 I I 1 i I 1 I I ? -9 21 4 • ` ` ` ? ELEV - = = = = = . ,? . El I 1=1 11-I I I-I I I-I 11-I I I III-Mil -III 11-I I I-I 11-I I I I I I-III 1 I I-I -I I I-I 1 11 -I I I 1 __ I III I I I-I I I- _ I -_ __ I 11-I -I I I-I I I-I 11-I I I = = 1=1 11=1 11=1 11-I I I-I I I-I I I I-I I I-III =1I 1=1I 1=1I 1=1I 1-I11-11I-I I I-= 11=1I I, ___ IIEII 1=1I 1=1I I I I I-1I I =III-I 11==III-i I Ed 11-I 11=1 11=i =1 I 11=1 11=1 11=1 =1 I I- = = = =T = = = = = - = I 11=1I I I I I I=II 1=1I I 11= I I I=1 11= I I 1=1 I I I I I 1=1 11=1 1 1=1I I I I I=1I1=1I 1=1I1?1?i1??11 I .. 1 11=1 =1 11=1 11=1 11=1 I l I _ r 1=1 I I I I 1=1 11=1 11=1 I 1 11 1 I I I I 1 1 I 1 I I-I 11 111 I 1 11 1 11 1=1 11 1 11 1 11 =Ti=1 11=1 11=1 I I-1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 -1 11-1 -- -1 I I-1 I I-1 I ICI I I-1 I I-1 I I-1 11=1 I I-1 11 I I I- hI -I 11-1 11- =1 I i-1 11=1 11=1 I I-1 I I-1 I 1 11=1 =1 I I-=1 11=1 11=1 11-:1 1-- - f ". I-1 11=1 I I-1 I i-1 I I-1 I ICI I Y?? ? ?`"? . M - - -1 I I-1 I I-1 11=1 11=1 I i=1 11=1 11= . 4` 1 11=1 11=1 I I-1 I I- - .. ?,. REUHEPQ••CLARSON PROFILE - I=1 - FL. P.E.' No.1631W WATERLINE CONSTRUCTION Condominiums id y b Inc Ash Engineering 09-14-06 I OArO: FILE: WATERLINE CONSTRUCTION, INC. 4408 G d A N ors e or , . 9b380 4902Elsenh-a,Blv0 BAY BALLS PROJECT T NUMBER CARD FILE INE i W ve. ra y Tampa n 33614 706 Bayway B/vd , Tampa, FL 338348323 CAN= F. 813 290L@B1 813 2 SCALE >"=!o' 05I01F ATERL CIDNSTRUCnoN,1NC. 813-806-1977 Clearwater FL 33767 . = . 17, 7 29$ R 15 PAGE a OF M Pages E w ?4 GENERAL DOCK NOTES: 1. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT. 2. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS NOT TO EXCEED 12'. 3. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). 4. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED Y8" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED Y4". 5. ALL DOCK FRAMING OTHER THEN DECKING TO BE MINIMUM GRADE 2 LUMBER. 6. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. 7. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACQ), COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA). 8. 5/s" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE TREATMENTS. USE 3/4" STAINLESS STEEL FASTENERS ONLY (TYPE 304 OR 316). 0 ALL FRAMING MATERIAL WILL BE .40 CCA TREATED. DECKING WILL BE 2"X6" #1 PINE EE AND WILL BE FASTENED WITH STAINLESS STEEL SCREWS. ALL JOIST WILL BE 2"X10" SPACED 21 " ON CENTER. JOIST WILL BE DOUBLED ON THE OUTSIDE. ALL PILINGS WILL BE 2.5 CCA TREATED. - PILINGS WILL BE JETTED AND HAMMERERD WITH A MIN. OF 6' PENETRATION. ORIGINAL RECEIVED 0 6 2006 ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1' ABOVE MHWL -1 IT I -III =111 ? Iil= ? -_ ; PLANNING DEPARTMENT CITY OF CLEARWATER ACCESS WALKWAY COMMON WALKWAY 2"X10" SILLS WILL BE BOLTED WITH 5/g" GALVANIZED BOLTS. ELEV. +11.58' ELEV. +4.98' NGVD APPROX. MHWL ELEV. +1.31' NGVD,_APPROX. MLWL ELEV. -0.67 -III- - ? - -III VIII CATWALK (TYPICAL) op, ,•' ?- •-? ? tai. 'i - ? S REUBEN-r GLARSON;; 'St' V FL. P.E. •No'f8313 WATERLINE CONSTRUCTION Horborside Condominiums ^1 Ash Engineering, Inc. DATE: 09-14-06 FlLE: WATERUNE CONSTRUCTION, INC. 4408 Grady Ave. N 4992 EisennMW Blvd, SVne 380 C?NSIRUCAOrY DETA/L PROJECT NUMBER CADD FILE ' Tampa FL 33814 ;709 e 7_YWd7 B/ ?V Temp., FL 33630.63]3 CAO'6?3 SCALE > =g' 05107F WATERLINE ?' 813.790.8899 Fox: 813290.81 CONSTRUCTON. Mc. 813-806-1977 C/eorwatel- FL 33767 www..nenaneeen.aoT 17, T 29 R JS PAGE 10 OF m Pages 0 0 ATTACHMENT D ORIGINAL RECEIVED OCT 0 6 2096 PLANNING DEPARTMENT CITY OF CLEARWATER Alk ORIGINAL. RECEIVE[ .r".ar• N y? r OCT 0 6 2006 IF E +??LANNING DEPARTMENT CITY F Pinellas County ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT. a- - CITY OF CLEARWATER SURFSiDEO+It(Lw 1 ?c rAC h c» crrcW J x? f VILLAS ii•F ?? At?a rnJI c t arurfS At g CL1=t?,iWATEq B>r'AGH K£rf..JA!.I ta.P+TfF '1`-;IT /a ISLAND POit f Il J MANDV AY PARKP t EAC'i S iI iCf."..- t a IStA }D Mew DR NW ! FJ .E STATION -MFF 14AFMOUR WAY '' ! ? GAUd ?I {?q q( AFA, EFLGT S•SKIFF POINT . W ... 4-PL4ND FINDS otla iI' R r`?sciH-? I p III OLPHIN TER e,?.. COVE I PAPa a ` %r^APWAr BEACH WEsCtWE rir ,"I L1.1 , - Ch DOLPHIN t M Af8v C I +i 4 Ha?Jta VILLAGE ! ,.. DRVV4RINA- CENTE1 'BRAR Y , n , , CL£A RWArE . MACH ` I CLEA R0VA CJtAMBERC'iFCfERGE' h1A IAht fAARlP ..,. t E I FVT . s l S iiit 1 PlEFF 60p.„. C EA 1 f. P. A TA D AtlAY t L f t . N sr Cif_AA,A I a BLVD l L,J I ?g SEA ?a, ` r lcN .. ,.A...dR ISLAND ? ` E HPL Causeloy B/vc DAYSIDE 44 WESTO ?rBAiGH'iWAt???? E f . I ST I 55vsln Ila Gu/fliew + I L 9AYWAY BAYSIDEE HOtESa --ra- i ersECRrJ rAgsN. CL& s + ARFf1.A,1 . o i CLUB 61 MARY . CL?Afi M Y6 0," Bay Way B/vd I , F ` G POINT ' e r ? c 5 c o ~> ? ACH ='"?. / Hb E 5 1% PROJECT L. P BE4CJiz ?,, I ` $ D KEY I! P nVNTY d a; a J PARK i 0 miles 1 'mile Project Site Address: Harborside Condominiums S-17, T-29S, R-15E 706 Bayway Blvd. Dock Installation Project Pinel%s County Clearwater, FL 33767 Pine//as County, FL Sccle: SEE BAR SCALES ASH ENGINEERING, INC. Blvd. Prj# 05101F 8132so?9 mss; Project Location Map _. _ y www.ashenaineeft.com Figure 1.0 RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER N A E _ S o a 4 ? L) 4 o u Ja 0 O k U-01 t.J w rl u::?c;v?.u,? ? 0 L) Tx1q' 4 t ..BLVD 4i aerial taken from pubgis. co. pinellas.fl. us/pub/ic_ gis 0 ft 140 ft Red line represents all adjacent properties within a 500 ft. radius. See Part /V - AttachmentA for list ofproperty owners. h/arborside Condominiums S-17, T-29S, R- 15E Dock Installation Project Pinellos County Pine//as County, FL SCO%: SEE BAR SCALE. ASH ENGINEERING, INC. Adjacent Property Owners PrJ# 05101E 4902 13 290. 899 F 290.8891 w _ www.ashengineedng.com Within 500 ' Radius Map Figure 2.0 8 ATTACHMENT E ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 Dock / Marina Standards Section. 3-601.C.3.a through 3-601.C.3.h. a. Use and Compatibility. The proposed dock shall be subordinate to and contribute to the comfort, convenience or necessities of the users or the occupants of the principal use of the property. Response: The proposed dock is for the recreational use of the upland condominium residents, thus contributing to the comfort and convenience of the occupants. The proposed dock shall be in harmony with the scale and character of adjacent properties and the neighborhood in general. Response: The adjacent properties and neighborhood surrounding the proposed dock consist of multi-family residential condominiums with docks of a similar nature, thus the proposed docks are in harmony with the scale and character of the vicinity. The following properties can be found within a 1000 ft. radius of the proposed project site: Total # of Width Dock & # of # of Upland Length of Property Slip Address Docks Slips Units of Slips Slips Width Width 640 Bayway Blvd. 7 14 18 50' 17' 249' 235' 656 Bayway Blvd. 1 11 11 24' 18' 245' 190' 674-684 Bayway Blvd. Townhomes 4 7 6 50' 17' 124' 118' 716 Bayway Blvd. 4 6 6 50' 19' 120' 118' 800 Bayway Blvd. 5 10 18 45' 15' 121' 119' 862 Bayway Blvd. 1 3 4 55' 20' 60' 59' The proposed dock shall be compatible with dock patterns in the general vicinity. Response: There is great variety of dock patterns in the nearby vicinity and the proposed dock does not introduce anomalous features that are in contrast to nearby structures. b. Impacts existing water recreation activities. The use of the proposed dock shall not adversely impact the health, safety or well being of persons currently using the adjacent waterways for recreational and/or commercial uses. Response: The health and safety of persons using the adjacent waterway will not be affected as a result of the construction of the proposed dock. No chemical or physical hazard that would affect the health of a person will be created or used with the proposed dock. ORIGINAL RECEIVED ?-? OCT 0 6 2006 LA05101 Waterline Construction, Inc105101 F Bel Crest Dock FRP105101 F Correspondence',05101 F 060530 L toth 2 city of - clearwater Re responses.doc PLANNING DEPARTMENT CITY OF CLEARWATER 0 • c. Impacts on navigation. The existence and use of the proposed dock shall not have a detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. Response: The proposed structure extends from the seawall less than 12% of the waterway width and will not create a navigational hazard for the adjacent waterway, or interfere with recreational and other public conveniences. d. Impacts on marine environment. i) Docks shall be sited to ensure that boat access routes avoid injury to marine grassbeds or other aquatic resources in the surrounding areas. Response: No seagrass beds or other aquatic resources are located in the vicinity of this project. ii) Docks shall not have an adverse impact upon natural marine habitats, grass flats suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. Response: No seagrass beds or other aquatic resources are located in the vicinity of this project. e. Impacts on water quality. All turning basin, access channels, boat mooring areas and any other area associated with a dock shall have adequate circulation and existing water depths to ensure that a minimum of a one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the waterbody at mean or ordinary low water (-0.95 NGVD datum). Response: Adequate water depths exist in the areas of the wetslips to avoid scouring of the bottom of the waterbody. ii) The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement or water quality in the area in which the dock is proposed to be located. Response: Flow velocities of the adjacent water body are not great enough to cause significant shoaling or erosion in the vicinity of the proposed structure. The surface area of the proposed dock will not cause extraordinary storm drainage. The proposed structures will be properly wrapped to ensure that no chemicals will be leached into the water, causing water quality degradation. f. Impacts on natural resources. i) The dock shall not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest. ORIGINAL RECEIVED LA05101 Waterline Construction, hic105101 F Bel Crest Dock FRP105101 F Correspondence105101 F 0605n30 L toth 2 city of clearwater Re responses.doc OC 1 0 6 2006 PLANNING DEPARTMENT r-11Y OF CLEARWATER • • Response: The proposed dock will not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources. As part of this project an artificial reef will be placed beneath docks (see Attachment C, Pages 8-9 of 10 for artificial reef location). The artificial reef will promote and support natural species diversity and population density. ii) The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the city; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries. Response: In order to satisfy this requirement, riprap will be placed between the dock and seawall on the eastern side of the access walkway and red mangroves (Rhizophora mangle) will be planted on it (see Attachment C, Pages 8-9 of 10 for mangrove locations). In addition, one (1) manatee awareness sign is proposed as part of this project. The manatee awareness sign will increase the awareness of the residents who access the proposed structure. g. Impacts on wetlands habitat/uplands. The dock shall not have a material adverse effect upon the uplands surrounding. Response: No material adverse impacts to the adjacent upland area will be created as a result of the construction of the proposed dock. h. Dimensional standards. Setbacks. All commercial and multi-use docks shall be located so that no portion of such dock is closer to any property line as extended into the water than ten percent of the applicant's property width measured at the waterfront property line. Multi-use private and commercial docks abutting adjacent waterfront single-family or two-family properties must be setback a minimum of one-third of the applicant's waterfront property width from the adjacent waterfront single-family or two-family property. Response: The proposed dock will not be located adjacent to any single-family or two-family properties and thus should be allowed setbacks of ten percent of the applicant's waterfront property width of 120 feet. This would allow the proposed dock to be no closer than 12 feet from adjacent extended property lines; the proposed setback is 15 feet from the western riparian rights line and 30 feet from the eastern riparian rights line. ii) Length. The length of commercial and multi-use docks shall not extend from the mean high water line or seawall of the applicant's property more than 75 percent of the width of the applicant's property measured at the waterfront property line. Tie poles may extend beyond the dock provided such poles do not extend 25 percent of the width of the waterway and do not constitute a navigational hazard. Response: The proposed dock's maximum length of 59 feet is less than the 90 foot (75%) length allowable with the applicant's 120 feet of waterfront property. No portion of the dock, including tie poles, will extend as far as 25 percent of the width of the waterway or into the navigational channel. ORIGINAL ?.-.? RECEIVED L:105101 Waterline Construction, Inc\05101 F Bel Crest Dock ERP105101 F Correspondencel05101 FTi G530'A9000 of ...-...• clearwater Re responses.doc PLANNING DEPARTMENT CITY OF CLEARWATER iii) Width. The width of commercial and multi-use docks shall not exceed 75 percent of the width of the applicant's property measured at the waterfront property line. Response: The proposed dock's width of 66 feet is less than the 90 foot (75%) width allowable with the applicant's 120 feet of waterfront property. iv) Covered boatlifts. Covered boatlifts are permitted provided a permanent and solid roof deck is constructed with material such as asphalt shingles, metal, tile or wood. Canvas and canvas like roof materials are prohibited. Vertical sidewalls are prohibited on any boatlift or dock. Response: No covered boatlifts or vertical sidewalls are part of the proposed project. v) Deviations. Deviations from the requirements of this section may be considered and approved by the community development board in order to comply with the review criteria established in sections 3-601.C.3.a-g. Response: No deviations from the requirements of this section are necessary for this proposed project. ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER LA051 01 Waterline Construction, Irrc',05101 F Bel Crest Dock ERP' 05101 F Correspondence'\0510'1 F 060530 L toth 2 city of Clearwater Re responses.doc i ATTACHMENT F ORIGINAL RECEIVED OCT 0 6 2[06 PLANNING DEPARTMENI CITY OF CLEARWATER 77 SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINEbLAS COUNTY. FI.ORinA /\ 0 ? / Z Oz^^ V/ G mm ;a z CLEARWATER HARBOR UNPLATTED 0 N Q 1.4' CONC. U SEAWALL O r? FN/D. S 2573 0 20 40 110')D DEC, 0 - S." o D B 78 1120 iD t m s"era)s78:174$ 11952'fM) \ N 47 W 00 OECj< LB 6928 SEAWALL LOT 24 X BAYSIDE SUB No .5 n CONC 47 DRAINAG P B 38. PGS. 38-39 21.4, H'ALkWAY 4 UTILITY EASE AND 4 X (P 9. 69. PG. 50 T eg`,..:COVE `ED y 21.4' ") I CONC. v X 4'CHAJN o (1) STORY C.B.S. ti wo o J CONC ?YR? I LINK FENCE DEC s s ON STILTS I1`4, o POOL LOT h 1 oh <' cO ,p4tiw w K v .B X C. LEGEND: h? ?` h??J h W p r s.9 (2)STOR w% o U// I q m o I B.S. O = DENOTES WOOD POWER POLE DENOTES PALM TREE V ^N. X Sa ) = DENOTES GUY WIRE & ANCHOR 22 n POOL I UWo - LOT 2 FCM = FOUND CONCRETE MONUMENT A,.o/! W. v1 T2'? ?' p$ LOT 3 LOT 4 FIR - FOUND IRON ROD FOUND I ': O. oNiW X N^ LOT 5 FCIR O? iRONEP (PEON ROD FI = FOUND `COAT=Op?DEG ' n y?W4 q FPIF' =FOUND PINCHED IRON PIPE k ?a R - HADIUS 7 COyE 96 ' ;3 CLEARWATER POIN A =ARC DISTANCE 265• RED CON $ X 1 TOWNHOUSE co = CHORD BEARING FCM 4"x4" S73. 4g'24,15 O ob py?j P.B. 69, PG 50 D = DELTA (NO ID) 20!g5 ffM) 66 (2) STORY 26.4' vA1 ORB OFFICIAL RECORDS BOOK °f(Pj 6> 60? -) 26.4• N 15.3' h:ADDRFSSE:.B. S. X (OO PG =PAGE n(O PB PI AT BOOK FIR LLF,EL So 706 Nk ) I N( (P:1 = PLAT (NO 10) m Oz '? (M1 = MEASURED ¢) tiW E/R RwM 179 15.3' X I (D STORY (F) =FIELD N • V w rM 1 Fm`. CONC. WALKWAyO. B'0 N ' I C.B.S. (?R: RADIAL '8) = CALCULATED DEED 26 3• X FND FOUND FOUND M1dHW-D'. ASPH? T. PARKIAIG e'? WMF. EL = WOATERMETER ISN FLOOR ELEVATION FIN RR SPIKE M RWM RECLAIMED WATER ?4 IN ASPHALT C R?1120 MLP ry wAl BF' BAC W KFLOW PREVENTER NO••13 ?A= `-0l±W WM I FIR MLP METAL LIGHT POLE 1 CB.Nj 3?'(P)1344p, ??„ <NO KO ID IDENTIFICATION -4 O ?? 8 30' 134,88, 0 F SPKND SET PKND FDUNOARKER KAKOALONAIL IL DISK NA DISK N2g.18'?'Wa)fMl m WP Rw - LB =LICENSED BUSINESS m4? _ CONC. = CONCRETE a3Q eAY / ?, 4 wAY ?OUC 3Q^? 36'ASPHCHT-OF..WEVARO + h e O FCM 4"x4" NZ 2 Cp CTOU,,ERENT l --? LEGAL DESCRIPTION: ?C Q EAST, Q?m (NO ID) N789Oq b5 W(P) 1 6 19 (P? CITY ?OF LCLEOF LAND LYING IN SECTION 17, ARWATER, PINELLAS COUNTY, FLORDA.I BEING FUR HER DESCRIBED . 166. i6'fM) AS FOLLOWS: UNITS 1, 2, 3. 4, 5, 6, 7, 8, 9, 10,11,12,14.15. 16. AND 17, OF BEL CREST CONDOMINIUM, ACCORDING TO THE DECLARAT(ONOF CONDOMINIUM THEREOF RECORDED IN OFFICIAL RECORDS BOOK 6319, PAGE 2114 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; NOTES: FCIR TOGETHER WITH ANY AND ALL AMENDMENTS THERTO•AS FROM TIME TO TIME MAY BE 1. BEARINGS SHOWN HEREON DR BASED ON THE WEST BETllM, PLS 3889 FILED OF RECORD. AND ACCORDING TO THE CONDOMINIUM PLAT THEREOF RECORDED IN . THE MAP OR PLAT THEREOF, HAVINGLIANEBEDF AR[BEL OF CREST NORTH 14° CONDOMI56'NIUM EAST. CONDOMINIUM PLAT BOOK 92,PAGES 70-71 OF THE PUBLIC RECORDS AFORESAID: TOGETHER ACCORDING T 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988 .. (NORTH AMERICAN WITH AN UNDIVIDED SHARE OR INTEREST IN COMMON ELEMENTS APPURTENANT THERETO. VERTICAL DATUM.. CONTAINING 15,264 SQUARE FEET. OR 0.3504 ACRES MORE OR LESS. 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155, BRASS DISK IN CONCRETE MEDIAN. STAMPED LP-15. LAB INS ELEVATION - 4.19. 4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 5. ALL PROPERTY CORNERS ARE SET CAPPED I /8") IRON ROD. LB 6928 UNLESS OTHERWISE NOTED. CERTIFIED TOE 6. FLOOD ZONE INFORMATION: COMMUNITY PANEL N0.: 125096 01.04 G HARBORSIOE CONDOMNIUMS, CO LLC FLOOD ZONE: ZONE AE 4EL. 11) BRANCH BANKING & TRUST COMPANY R EN , L. REVISED MAP DATE: SEPTEMBER 03. 2003 L AWYER'S TITLE TITLE ISMIH,SCHUSTER & RUSSEL, P.A. _ LAWYER'S NSUP,ANCE COMPANY sEL CRE9?' KLEIN & STAUB SURVEYING, INC. L 117E F FIE D WORK N/vEN6ER zz 2011 sceLE: i„_20, FIELD domes CONDOMIN$UM PROFESSIONAL SURVEYORS AND PLANNERS BOUNDARY 8C 99152 1RAWN B PAGES: FOR MIZE & SEF AIR PROPERTIES. INC. Role OLD COUNTY ROAD No. 64 TOPOGRAPHIC - 16/zo/os BAK 48-49 NEW PORT RICHEY. E-Oll- 34883 BRUCE A. KLFI 5 CHECKED eY: 1 ADDED CERTIFICATIONS & REVISE LEGAL 06/20/0$ BP•K 7725Y2EAST 7TH AVENUE, SUITE 2 OFFICE. 727-534-6140 FA%• 727-834-.1- SURVEY FLORIDA REGISTERED SURVEYOR XXX SED NO.: REVISION 9Y: TAMPA. FLORIDA 33605 l8 6928 W7 u ID :1vL?DAKLIi10?6ED?SUgyME DRIZ w oA-ER I SOB NO 040125;2 SHEET N°.: 1 OF 1 ATTACHMENT G ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENI CITY OF CLEARWATER 09-09-2085 09:44 CORPORATE OFFICE 8139362228 Prepared by/Return to: ATTL4: Conrue Wick Lawyers Title 11'suraacO CorparatiOn 14802 N Vale r4abrY Hwy Ste 100 fr&mpa, Fu 33618 Cage go.: 0410460 SPECIAL WARPI1' Y DEF.n Tlii.s Special warranty Deed made on 06/27/05 between Warner Hospitality, L,LC, a Florida Limited Liability Company whose mailing address is; 706 Bayway Clearwater, FL 33767 hereinafter called the Grantor, and Harborside condominiums, LLC, a Florida Limited Liability Company whose mailing address is: 9390 N. Gloria Ave. Ste. 104 Tampa, FL 33612 hereinafter called the Grantee, WITNBSSETH, that the Grantor, for and in consideration of the sum of Tan Dollars ($10.00) and other valuable considerations the receipt whereof is hereby acknowledged, does grant, bargain, sell and convey unto the Grantee and their heirs and assigns forever, the following described parcel of land in the county of -Pinellas and ata.to of Florida to wit: Units 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 14, 15, and 16, of BEL CREST CONDomwiuM, according to the Declaration of Condominium thereof recorded in official Records Book 6319, Page 2114, of the public records of Pinellas County, Florida;; together with any and all Amendments thereto, as from time to time may be filed of record; and according to the Condominium Plat thereof recorded in Condominium Plat Book 92, page 70, of the public (CONTYMEO ON FOLLOWS PAGE) r TAX FOLIO NUMBER: .See attached Page for a list of folio nuntxara aad Grantor does hereby fully warrant title to said land andtoi11 defend the SAM against the lawful claims of all person$ whomsoever, claiming or to claim the same, by, through and under Grantor herein, except taxes for the year 200S and subsequent years, and restriottonO, limitations, covenants, and easements of record, if any, (Grantor and Grantee are used herein for singular or plural, the singular shall include plural., and any gander shall include all genders, a9 context requires.) IN WITNrsSS WHEREOF, the grantor has hereunto set its hand and corporate coal, the day and year first above written. (W (W St Co Watt' r Houpitality LLC by: (SUAL) Scott A. garner Manager The foregoing instrumegt is acknowledged before me on 06/27/05, by Scott A. warner Manager of warner Hospitality LLc a Florida limited liability company. He/She is personally known to me or has produced a driver's license as identification. witness VT signature and official seal in the aforesaid stake and county.* My commission expires Notai.Y rVubl c (Affix [votary Seal) (ewdeedllc 12/04) PAGE3 ORIGINAL RECEIVED C;,T 06 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 06-28-2005 10:12 CORPORATE OFFICE 8139362228 PAGE3 09-09-2005 09:43 CORPORATE OFFICE 8139362228 PAGE2 tie . turn tot/ Prepared try: Connie Wick Lw4yers Title TnauranCe Corporation 14802 X Dale Mabry Hwy Ste 100 Tampa, PL 33618 97.3 960-5300 Cane No.i 0410460 phl J.=MDUAL. WARRAwrY DZZD •rhie Warranty Deed made on June 27, 2005 Between Scott A. Warner and Patricia A. Kellan, husband and wife whose mailing address ig: 706 Bayway Clearwater, FL 33167 hereinafter called the Grantor, and Harborside Condominiums, LLC, a Florida Limited Liability Company whose mailing addreBe is., 706 Bayway Clearwater, n hereinafter called the Grantee, wITNLSSXTH, that the Grantor, for and in consideration of the sum of Ten Dollars ($10) and other valuable considetations the receipt whereof lb hereby acknowledged has granted, bargained, and gold unto the Grantee, and Grantee's successors, and assigns forever, all that certain parcel of land in the County of Pinellas ' , State of Florida to wit: Unit 17, of BEL CREST CONDOMINIUM, according to the Declaration of Condominium thereof recorded in official Records Hook 6319, Page 2114, of the public records of Pinellas County, Florida; together with any and all Amendments thereto, as from time to time may be filed of record, and according to the Condominium Plat thereof recorded in Condominium Plat aoek 9.2, page 70, of the public records aforesaid; together with an undivided share or interest in the common Elements appurtenant thereto. TAX POLIO NUMBER: 172915062950000170 and grantor does hereby fully warrant title to said land and will defend the same against the lawful olaims of all persons whomsoever,«except taxes for' the year 2005 and subsequent years, and restrictions, limitatLons, covenants, and easements of record; it any. ("Grantor and Grantee" are uaed herein for singular or plural, the singular shall i=lude plural, and any gender shall include all genders, as context requires.) Signed, 5e ed, and Delivered in our se,.P= (Wit.) (SUAL) A. warner (wit ) 6iq (SBAL) A'1 Patric a A. xel (SEAL,) (Wit.) M.A14) State of Florida County of Hillsborough The foregoing instrument is acknowledged barore me, on June 27, 2005 by Scott A. Warner and gatricia A. Kellazx, husband and wife who is personally known to me or who has/have produced a driver's licence(s) as identification and slid take an oath. EM., V ORIGINAL Witae a my signature and official seal in the aforesaid Stet and county. My commi.aaion expire Na a C (Affix Notary seal) My 101R0020M RECEIVED OCT 0 6 2@06 PLANNING DEPARTMENI CITY OF CLEARWATER 06-28-2005 10:11 CORPORA j k OFFICE 8139352228 0C1:: i • • FLD2006-06033 706 BAYWAY BLVD COMMON ORSIDE CONDOMINIUM PLANNER OF RECORD: WW ATLAS # 285A ZONING: T LAND USE: RFH RECEIVED: 06/19/2006 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet SQL" t Line Items: Case No Receipt #: 1200600000000006265 Date: 06/19/2006 6/19/2006 12:17:18PM Tran Code Description Revenue Account No Amount Paid FLD2006-06033 04 Flexible Commercial 010-341262 1,205.00 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount P2id Check WATERLINE CONSTR INC RD_ 3018 In Person 1,205.00 Payment Total: $1,205.00 09.00?;O ?G? TO, oR Q\?N?` oF 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 0 6 FLD2006-06033 706 BAYWAY BLVD COMMON Date Received: 06/19/2006 HARBORSIDE ZONING DISTRICT: T LAND USE: RFH ATLAS PAGE: 285A PLANNER OF RECORD: WW CLWCoverSheet It Page 1 of 2 Wells, Wayne From: Wells, Wayne Sent: Thursday, January 18, 2007 5:25 PM To: 'Robert Toth' Subject: RE: 05101 F Harborside Dock Installation Robert - The City does not issue building permits for the docks, nor do we do any inspections. We sign off on the County permit application, which you bring to us for signoff, the County issues a building permit and the County inspects the construction. Wayne -----Original Message----- From: RobertToth [mailto:rtoth@ashengineering.com] Sent: Thursday, January 18, 2007 10:23 AM To: Wells, Wayne Subject: RE: 05101F Harborside Dock Installation Thanks Wayne, One more question for you, it is my understanding that building permits will also need to be acquired for these docks prior to construction. Is that correct? Robert Toth Ash Engineering - Ecological Division 4902 Eisenhower Blvd., Suite 380 Tampa, FL 33634-6323 P: 813-290-8899 F: 813-290-8891 From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Wednesday, January 17, 2007 8:33 AM To: Robert Toth Cc: neil.thompson@MyClearwater.com Subject: 05101F Harborside Dock Installation Robert - Work it out with the State as to meeting the criteria and then submit your revised package to us for sign-off on the County application. There shouldn't be any problems so long as the dock design isn't changing. Wayne -----Original Message----- From: Robert Toth [mai Ito: rtoth@asheng ineering.com] Sent: Wednesday, January 17, 2007 8:25 AM To: Wells, Wayne Cc: Sheryl A. Parks Subject: 05101F Harborside Dock Installation Hello Wayne, 1/18/2007 ?I s 1 0 0 Page 2 of 2 I had a question about the Harborside dock installation project. We were approved by the CDB on this project but I still need to get the County app. into you for sign-off, the dock design as approved includes an artificial reef under the dock that we put in there in order to satisfy public interest criteria for the State. The State has requested that we pursue other means of satisfying these criteria and so I would like to remove the artificial reef from under the dock. How difficult would this be to do as its inclusion wasn't relevant to Clearwater criteria but it was on the plans that were approved by the CDB? Thanks, Robert Toth Ash Engineering - Ecological Division 4902 Eisenhower Blvd., Suite 380 Tampa, FL 33634-6323 P: 813-290-8899 F:813-290-8891 1/18/2007 C ITY OF C LEARWATE R ' = l ` PLANNING DEPARTMENT POST OEEICE BOX 4748, CI.FARWA'I'FR FLORIDA 33758-4748 -VTR `? ?i,rKtet MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTL1i AVENUE, CLEARWATER, FLORIDA 33756 TIiLEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING Drw-LOPMENT REVIFW November 21, 2006 Ms. Janice Sands Ash, President Ash Engineering, Inc. 4902 Eisenhower Boulevard, Suite 380 Tampa, FL 33634-6323 RE: Development Order - Case FLD2006-06033 706 Bayway Boulevard Dear Ms. Ash: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On November 21, 2006, the Community Development Board reviewed your request for Flexible Development approval to permit a multi-use dock for eight slips totaling 687 square feet, under the provisions of Section 3-601. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 0.35 acres located on the north side of Bayway Boulevard, approximately 300 feet west of Gulf Boulevard; 2. That the property was approved on September 20, 2005, by the Community Development Board (CDB) for the development of the upland with 15 attached dwellings (condominiums); 3. That on February 21, 2006, the CDB approved an amendment to the prior approval for the addition of a pool for the condominiums; 4. That a building permit has been submitted to construct the condominium building and site improvements; 5. That the proposal consists of the construction of a 687 square-foot, eight wet slip multi-use dock as an amenity for the 15-unit condominium development; 6. That due to the design and orientation of the docks, for slips 6 - 8 the maximum length of boats is 20 feet; 7. That the proposed docks comply with the setback, width and length standards of Section 3-601.C.3.h of the Community Development Code; 8. That the development proposal is compatible with dock patterns of the surrounding area; and 9. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the commercial dock review criteria as per Section 3-601.C.3 of the Community Development Code; and 2. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913.A of the Community Development Code. DRANK 1111MARN), MAMR (fl IN DO )RAN, O NCILM .NMEN, I IMT I IUIII:IYIN, Cot NCILNIBIBER 13n.i. IONSUN, C(MNULMEMBE.R ® CAri.eN A. I'rn;rsttN, COx SOaL>rr:>ni¢r "EQ11AL ENHILOYMENT AM) Arrw\1A'Hvf: Ac'noN l?MPLO)TA," t? C November 21, 2006 Ash - Page Two • Conditions of Approval: 1. That boats moored at the docks be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 2. That signage be permanently installed on the docks or at the entrance to the docks containing wording warning boaters of the existence of protected sea grasses and manatees in the vicinity; 3. That a copy of the SWFWMD and/or FDEP Permit, Corps of Engineer's Permit and proof of permission to use State submerged land, if applicable, be submitted to the Planning Department prior to commencement of construction; and 4. That the maximum boat length for Slips 6 - 8 be 20 feet. Prior to the issuance of the first Certificate of Occupancy, a copy of the condominium homeowners' documents shall be submitted to the Planning Department showing provisions restricting boat length for these slips. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (November 21, 2007). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 5, 2006 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/ og_ v/de t?s/ lanning. Sincerely, Michae elk,?9,I ? Planning Director S: I Planning Department I C D BI FLEX (FLD) Ilnactive or Finished Applications0ayway 706 Harborside Condos Docks (T) - Approved IBayway 706 Development Order.doc • • Wells, Wayne From: Robert Toth [rtoth@ashengineering.com] Sent: Friday, November 17, 2006 4:26 PM To: Wells, Wayne Cc: Sheryl A. Parks Subject: 05101 F - Harborside, 706 Bayway Boulevard Wayne, Thank you, I'll make sure Jan gets a copy. The conditions of approval look acceptable, hopefully we'll stay on that consent agenda. Robert Toth Ash Engineering - Ecological Division 4902 Eisenhower Blvd., Suite 380 Tampa, FL 33634-6323 P: 813-290-8899 F: 813-290-8891 -----Original Message----- From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Thursday, November 16, 2006 10:52 AM To: Robert Toth Subject: FLD2006-06033, 706 Bayway Boulevard Robert - Attached is the Staff Report for the above referenced case for the November 21, 2006, CDB meeting. Please ensure that Janice Sands Ash receives a copy of this Staff Report, since she is listed as the representative for this case. Please review the conditions of approval and, if acceptable, please let me know no later than 10:00 am on Monday, November 20, 2006. If acceptable, and we have not received any letters of opposition, this case will be listed on the Consent portion of the agenda for the meeting. Thanks. Wayne <<Bayway 706 Staff Report.doc>> 1 • CJ Wells, Wayne From: Wells, Wayne Sent: Thursday, November 16, 2006 10:52 AM To: 'rtoth@ashengineering.com' Subject: FLD2006-06033, 706 Bayway Boulevard Robert - Attached is the Staff Report for the above referenced case for the November 21, 2006, CDB meeting. Please ensure that Janice Sands Ash receives a copy of this Staff Report, since she is listed as the representative for this case. Please review the conditions of approval and, if acceptable, please let me know no later than 10:00 am on Monday, November 20, 2006. If acceptable, and we have not received any letters of opposition, this case will be listed on the Consent portion of the agenda for the meeting. Thanks. Wayne TJ Bayway 706 Staff Report.doc C I T Y OF C L E A R W A T E R Irr?? ?r"PLANNING DEPARTMENT ?'?4TER? ?+'' POST OHM, Box 4748, CLFARWATFR, FLolanA 33758-4748 MUNICIPAL. SERVU s BUILDING, 100 SOUTH MYRTI.E AVFNUE, CLEARWATF.R, FLORIDA 33756 TIa.1:PH0NF (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DBTIOPMFNT RrvIFW October 20, 2006 Ms. Janice Sands Ash, President Ash Engineering, Inc. 4902 Eisenhower Boulevard, Suite 380 Tampa, FL 33634-6323 Re: Community Development Board Meeting (Case No. FLD2006-06033) Dear Ms. Ash: Case No. FLD2006-06033 for Flexible Development approval to permit a multi-use dock for eight slips totaling 687 square feet, under the provisions of Section 3-601, for property located at 706 Bayway Boulevard, has been scheduled to be reviewed by the Community Development Board on November 21, 2006. The meeting will take place at 1:00 p.m. in the City Council Chambers, 3d floor of City Hall at 112 S. Osceola Avenue, Clearwater. If you have any questions, please do not hesitate to call me at 727-562-4504. Sincerely, Wayne . Wells, AICP Planner III S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases) Up for the next CDBIBayway 706 Harborside Condos Docks (T) 11.21.06 CDB - WWIBayway 706 CDB Letter. doc FRANK 1 IMBARD, MAYOR Jc>itn lac u,an, Cc>i .nc:u.,?uc.?nsei; I IMT I I:\NIIIA )N, Ccx MALMEMBIT 13n.i. )crosc N, Ccmnc:u..1nt utr:it ® CARLEN A. PFl FRSEN• CcH iNCii MEMBER "EQUAL EMITOYNIFNT AND AT•TtR,%tA ivt: Ac°TRm I:mtri.cnt:R" ASH ENGINEERING, INC. September 29, 2006 City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 RE: Case # FLD2006-06033 - 706 Bayway Boulevard Project Name: Harborside (Bel Crest) Harborside, L.L.C. Response to DRC Comments Dear City of Clearwater: • 4902 Eisenhower Boulevard Suite 380 Tampa, Florida 33634-6323 Phone: 813.290.8899 Fax: 813.290.8891 www.ashengineering.com ORIGINAL RECEIVED OCT 0 6 2066 PLANNING DEPARTMENT CITY OF CLEARWATER On behalf of Mark Newkirk, Owner - Harborside, LLC., Ash Engineering, Inc. (Ash), as the permitting consultant, has reviewed the DRC comments received from the City of Clearwater and offers the following responses. Please see Attachment A for an amended Flexible Development Application. Environmental Response #1: Copies of the FDEP Permit, Corps of Engineer's Permit, and Submerged Land Lease will be sent to the City upon receipt and prior to dock construction. Environmental Response #2: Per phone conversation with Brian Johns from Pinellas County Water and Navigation Control Authority on June 5, 2006, grated decking is not required for access walkways that are not over seagrass. Pinellas County enforces this issue and their staff carefully observes each site before they issue a permit. If seagrass is discovered to exist before Pinellas County issues their permit, grated decking will be used. Fire Response #1: Please see Attachment B - Revised Upland Plans, detailing the dock hose valve tied to the discharge side of the fire pump. Please see Attachment C - Site Plans, for revised signed and sealed plans showing the location of fire extinguishers on the proposed structure. They will be rated for A,B,C fires and will be contained in cabinets. Harbor Master Response #1: The Aerial Map figure 6.0 was not to scale; please see Attachment D - Location Maps for a revised Aerial Map drawn to scale. The maximum length 28 ft. boat will be in Slip 1 only. Slips 5, 6, 7, and 8 will be 20 ft. maximum length boats only and will therefore have the recommended 1.5 times the length of the vessel to enter and maneuver. Planning Response #1: The eight (8) boatslips proposed as part of this project is fewer than the maximum twelve (12) slips permittable by the state for an upland development of this size. Having less than the allowable maximum number of slips decreases the size of the dock and minimizes the amount of boat traffic associated with the structure. In addition, the dock is built to extend only 12 percent of the width of the waterway, thus leaving a larger portion of the waterway open to boat traffic and reducing navigational hazards. Finally, the dock's placement L:\05101 Waterline Construction, Inc\05101 F Bel Crest Dock ERP\05101 F Correspondence\05101 F 060928 L. toth 2 clearwater RF DRC response.doc Page 1 of 2 CIVIL + WATER & WASTEWATER + ENVIRONMENTAL + UTILITY + CONSTRUCTION INDUSTRIAUPORT + SUBSURFACE UTILITY ENGINEERING + ECOLOGICAL SCIENCES A certified DBE, "E a.nrl8(4) firm. in an area proximate to larger structures ensures that it will not be out of harmony with the current navigation of the channel. Planning Response #2: The correct width of the proposed dock is 68 feet, please see Attachment E for Revised Responses to Clearwater Dock Standards. Planning Response #3: The value of the proposed project is $53,230. Planning Response #4: Please see Attachment A - Revised City of Clearwater Flexible Development Application stating that the correct number of upland units is fifteen (15). Planning Response #5: Please see Attachment A - Revised City of Clearwater Flexible Development Application stating that the correct number of upland units is fifteen (15). Planning Response #6: Northside Engineering has confirmed the addition of a handicap accessible sidewalk leading to the beginning of the dock. Please see Attachment B - Revised Upland Plans, depicting the sidewalk. If you have any questions regarding the contents of this submittal please contact me at the phone number above. Sincerely, ASH ENGINEERING, INC. Robert Toth Ecological Division cc: Pat Hecker, Waterline Construction, Inc. ORIGINAL RECEIVED OCT 0 6 2006 PLANNING DEPARTMENT CITY OF CLEARWATER LA05101 Waterline Construction. lnc105101 F Bel Crest Dock ERP105101 F Correspondence105101 F 060928 L Loth 2 clearwater R DRC response.doc Page 2 of 2 • . Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Monday, July 31, 2006 4:39 PM To: 'Robert Toth' Subject: 05101 F Harborside DRC Comments Robert - This case has been scheduled for review by the Development Review Committee (DRC) at 3:15 pm in the Planning Department conference room. Attached are the Draft DRC comments for your review. Since Janice Ash is the representative listed on the application, could you please ensure she receives a copy of these Draft comments. Thanks. Wayne -----Original Message----- From: Robert Toth [mailto:rtoth@ashengineering.com] Sent: Monday, July 31, 2006 4:12 PM To: Wells, Wayne Cc: Sheryl A. Parks Subject: 05101F Harborside DRC Comments Hello, Do you know if the DRC comments and approximate meeting times have been sent out yet for this Thursdays (Aug. 3rd) DRC meeting? I'll be there for the Harborside dock installation project (FLD2006- 06033) and was hoping to get a little time to review the comments before the meeting. Thank you for you help, Robert Toth Ash Engineering - Ecological Division 4902 Eisenhower Blvd., Suite 380 Tampa, FL 33634-6323 P:813-290-8899 F:813-290-8891 7/31/2006 LL CITY OF CLEORWATER ° ClearWater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARWATER. C OM July 05, 2006 Ash Engineering, Inc. 4902 Eisenhower Blvd Ste 380 Tampa, F133634-6323 RE: FLD2006-06033 -- 706 BAYWAY BLVD COMMON -- Letter of Completeness Dear Ash Engineering, Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-06033. 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 August 03, 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 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, ,a- M.llu/a Wayn Wells, AICP Planner IlI Letter of Completeness - FLD2006-06033 - 706 BAYWAYBLVD COMMON ASH ENGINEERING, INC. June 28, 2006 Wayne Wells, Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 4902 Eisenhower Boulevard Suite 380 Tampa, Florida 33634-6323 Phone: 813.290.8899 Fax: 813.290.8891 www.ashengineering.com Subject: Letter of Incompleteness Project Name: Harborside Condominium (706 Bayway Blvd.) Dock Project Case No.: FLD2006-06033 Dear Mr. Wells: On behalf of Mark Newkirk, Owner - Harborside, LLC and Pat Hecker, Owner - Waterline Construction, Inc., Ash Engineering, Inc. (Ash), as the permitting consultant, has reviewed the letter received from the City of Clearwater dated June 26, 2006, and offers the following response to the Letter of Incompleteness. 1. Comment: A site plan has been submitted showing the relationship of the proposed docks and the upland development. The site plan is multi-colored and hard to read. Provide a black and white version, including how this is tying into any sidewalks on-site for handicap accessibility. Response: Please find enclosed fifteen (15) copies of a black and white version of the upland plan showing the sidewalk in the rear of the property extending to the seawall to create handicap access for the docks. The extension of the sidewalk has been confirmed with Northside Engineering, and text not pertaining to the dock has been removed to make the drawing more easily read. If you have any questions regarding the contents of this submittal please contact me at the phone number above. Sincerely, ASH GINEERINGS INC. Sam Me ers Project Scientist I Ecological Division cc: Pat Hecker, Waterline Construction, Inc. RECEIVED JUL 0 3 2006 PLANNING DEPARTMENT CITY OF CLEARWATER L\05101 Waterline Construction, Inc105101 F Bel Crest Dock ERP105101 F Correspondence105101 F 060628 L rneyers 2 city of clearwater RE 1 st RAI response.doc Page 1 of 1 CIVIL + WATER & WASTEWATER + ENVIRONMENTAL + UTILITY + CONSTRUCTION INDUSTRIAL/PORT + SUBSURFACE UTILITY ENGINEERING + ECOLOGICAL SCIENCES A certified DBE, "E and 8(a) firm. LL OCITY OF CLE0RWATER ° Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W .MYCLEARWATER. COM June 26, 2006 Ash Engineering, Inc. 4902 Eisenhower Blvd Ste 380 Tampa, Fl 33634-6323 RE: FLD2006-06033 -- 706 BAYWAY BLVD COMMON -- Letter of Incompleteness Dear Ash Engineering, Inc. : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-06033. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. A site plan has been submitted showing the relationship of the proposed docks and the upland development. This site plan is multi-colored and hard to read. Provide a black and white version, including how this is tying into any sidewalks on-site for handicap accessibility. 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 10:00 am on Monday, July 10, 2006. If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, nL M, r Wa- Wells Planner M Letter of Incompleteness - FLD2006-06033 - 706 BAYWAY BLVD COMMON • 4902 Eisenhower Boulevard Suite 380 Tampa, Florida ASH ENGINEERING, INC. Phone: 813290.8899 6323 Fax: 813.290.8891 www.ashengineering.com June 19, 2006 City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 RE: City of Clearwater Flexible Development Application Harborside Dock Installation Representative Letter Dear City of Clearwater: On behalf of Mark Newkirk, Owner - Harborside, LLC, Ash Engineering, Inc. (Ash), as the permit consultant, is pleased to submit the above referenced application. The project site is located in Section 17, Township 29 South, and Range 15 East at 706 Bayway Blvd., Clearwater, Pinellas County, Florida. The proposed improvements consist of one (1) access walkway, one (1) common walkway, four (4) catwalks, seven (7) dryslips, one (1) wetslip, and four (4) mooring pilings. The following documents are provided in support of the application: 1. Fifteen (15) copies of the Flexible Development Application (1 original and 14 copies) 2. Fifteen (15) copies of Attachment A - Upland Boundary Survey (1 signed and sealed original and 14 copies) 3. Fifteen (15) copies of Attachment B - Site Plans (1 signed and sealed original and 14 copies) 4. Fifteen (15) copies of Attachment C - Warranty Deed 5. Fifteen (15) copies of Attachment D - Responses to Clearwater Dock Standards. 6. Fifteen (15) copies of Attachment E - Location Maps 7. One (1) Check in the amount of $1,205 for the Flexible Development Application fee If you have any questions regarding the contents of this submittal please contact me at the phone number above. Sincerely, ASH "GINEERING, INC. ORIGINAL RECEIV.FD Sam Meye s JUN 20 ,-? Project ientist I PLANNING DERAWMENT Ecological Division CITY OF CL EARI/?ATER cc: Pat Hecker, Waterline Construction, Inc. Mark Newkirk, Harborside, LLC L:105101 Waterline Construction, Inc\05101 F Bel Crest Dock ERP\05101 F Correspondence\05101 F 060530 LA meyers 2 city of clearwater RE city application.doc Page 1 of 1 CIVIL + WATER & WASTEWATER + ENVIRONMENTAL + UTILITY + CONSTRUCTION INDUSTRIAL/PORT + SUBSURFACE UTILITY ENGINEERING + ECOLOGICAL SCIENCES A certified DBE, `W}BE and 8(a) firm. i • DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P.O. Box 4970 Jacksonville, FL 32232-0019 REPLY TO ATTENTION OF February 20, 2007 Regulatory Division South Permits Branch West Permits Section LETTER OF PERMISSION COORDINATION Permit Application No. SAJ-2006-115 TO WHOM IT MAY CONCERN: This district has received an application for a Department of the Army permit pursuant to Section 404 of the Clean Water Act (33 U.S.C. §1344) and Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. §403) as described below: APPLICANT: Mark Newkirk Harborside, LLC - Owner 2901 W. Busch Boulevard Suite 701 Tampa, Florida 33618 WATERWAY & LOCATION: The project is located in Clearwater Harbor at 706 Bayway Boulevard, in Section 17, Township 29 south, Range 15 East, Clearwater Beach, Pinellas County, Florida. Directions to Site: Take Dr. Martin Luther King, Jr., Boulevard to I-75 North and onto I-4 West take I-4 West to I-275 South. Merge onto Memorial Hwy/FL-60 (Memorial Causeway) toward Clearwater. Take the roundabout around onto Coronado Drive South. Go right onto South Gulfview Boulevard. Merge onto Bayway Boulevard to Harborside - 706 Bayway Boulevard, Clearwater, Florida 33767. LATITUDE & LONGITUDE: Latitude 27.5805 North Longitude -82.4915 West PROPOSED WORK: The applicant proposes to remove the existing 1783 square feet docking facility and replace with eight (8) new slips, four (4) 2 feet by 6 feet catwalks, on 3 feet by 53 feet common access walkway, 3 feet by 3 feet by 53 feet of Miami 0 L' Limestone will be placed under the access walkway to create an artificial reef and 20 cubic feet of rip rap and 3 gallon size red mangroves will be planted between the dock and seawall on the eastern side of the access walkway for mangrove stabilization. ENDANGERED SPECIES: The U.S Army Corps of Engineers (Corps) has determined the proposal may affect the manatee or its designated critical habitat. The Corps will request initiation of formal consultation with the Fish and Wildlife Service/National Marine Fisheries Service pursuant to Section 7 of the Endangered Species Act by separate letter. ESSENTIAL FISH HABITAT (EFH): This notice initiates consultation on EFH as required by the Magnuson-Stevens Fishery Conservation and Management Act of 1996. Our initial determination is that the proposed action would not have a substantial adverse impact on EFH or federally managed fisheries in the Boca Ciega Bay. Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the National Marine Fisheries Service. IMPACT ON CULTURAL RESOURCES: Review of information provided by the applicant indicates that no registered properties, or properties listed as eligible or inclusion therein, are located at the site of the proposed work. Presently, unknown archeological, scientific, prehistorical, or historical data may be lost or destroyed by the work to be accomplished. Comments regarding the application should be submitted in writing to the District Engineer at the above address within 15 days from the date of this notice. If you have any questions concerning this application, you may contact Ms. Pat Wolf at the letterhead address, by electronic mail at Patricia.D.Wolf@saj02.usace.army.mil, by fax at 904-232- 1904, or by telephone at 904-232-1669. Charles A. Schnepel Chief, West Permits Section 2 • • Mailing Labels for SAJ-2006-115 FWS, U.S. Fish and Wildlife Service, 9720 Executive Center Drive, Suite 101, St. Petersburg, Florida 33702 NMFS, Habitat Conservation Division, 263 - 13th Avenue South St. Petersburg, Florida 33701 EPA, Atlanta SHPO, RA Gray Building, 500 South Bronough Street, Tallahassee, Florida 32399-0250 Mark Newkirk, Harborside, LLC, Owner, 2901 W. Busch Boulevard, Suite 701, Tampa, Florida 33618 Janice Sands Ash, P.E., President, Ash Engineering, Inc., 5313 Johns Road, Suite 201, Tampa, Florida 33634 W'lliam Hecker, Waterline Construction, Inc., 4408 Grady Avenue, North, Tampa, Florida 33614 City of Clearwater, P.O. Box 4748, Clearwater, Florida 33758-4748 Clearwater Point Townhouse Condo Boulevard, Clearwater, Florida E & A, Inc., 1600 Gulf Boulevard, Florida 33767-2924 Association, 716 Bayway 33767-2664 #PH1, Clearwater, 3 I a Ia I I a. I a 0. I I a I a c1. a I .. I + w z I 24' 0 s0. I SLIP 1 a I PILING a I ?- I ro r` FIRE EXTINGUISHER Q SLIP 5 12 I (j 10,000 I ?p LIFT ro CATWALK 3 2'- 6 r 20' TURBIDITY CURTAIN TO BE I INSTALLED AROUND AREA SLIP 6 1 2 DURING CONSTRUCTION 10 000# ro r , LIFT I 7 2 I -6,. 2'-6„ SLIP 7 1 2 r 10 000 5 9 - 1 1 r , LIFT I CATWAL K ''41111111111 I IJ ' " 2 -6 ? 3 (n 1 i U 1i1 SLIP 8 12 Pz a 10,000# I r N LIFT ro Z SLIP 2 SLIP 3 SLIP 4 I + 10,000# 10,000# 9 10,000# UPLAND +1 LIFT 0 LIFT 0 LIFT FIRE EXTINGUISHER CONDOMINIUM I 1 6' DEVELOPMENT IS COMMON WALKWAY ??J jjjj j 11 11 11 INCLUDED IN III NOS PERMIT i EXISTING SEAWALL + ' 120 PROPOSED NEW SLIPS: I WET SUP FOR BOATS LESS THAN 28' 3 SUPS FOR BOATS LESS THAN 24' 4 SLIPS- FOR BOATS LESS THAN 20' TOTAL: 0 SUPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 2E' WITH A DRAFT OF 3' 4) ALL SUPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN ro r I I ro r I 0. F.E. r REFBE P.E. RSO313 WATERLINE CONSTRUCTION Horborslde Condominiums / Ash Engineering, Inc. P ' 4 V N DATE: 09-14-08 FlLE WATERLINE CONSTRUCTION, INC. 4408 Grady Ave. N 706 B BI .ao2 rJ.« ew., awo. ?Le?o G . / EW PROJECT NUMBER CADD FILE ?/?? Tr ATEk?LIN? Tampa n 33814 oywoy Vd Tonpa,FL388846929 CAROM 818.28D.87108 For 817290.8887 ! e>6' SCALE 05101 F CONSTRUCTION, INC. 813-808-1977 Clearwater FL 33767 7MYN. hvdl?com 17 r ,?,9 4 R !S PACE , OF AP Poga FLOATING TURBIDITY BARRIERS LEGEND IN Or C-L I ® 0,.dp. or FAN And Sh- Lin;%,.=, /' • I • - M-" buoy w/Anahar w.,n ?- c?"'°"t f ?nOW . Of C. I $WCtura Nipnmant O ow- Ido t 0- a To Currant Action r 1 1. Twbidty boas. pro I. plm d - tndaot d m pion repsde oI rats depth. 2. 9/ostp buoy w/ onchm Wl dd w rpdo.d .wry 40 toot w w. 30'? I I PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 0. r 3 SLIPS FOR BOATS LESS THAN 24' Q c0 SLIP 5 12 I 4 SUPS FOR BOATS LESS THAN 20' TOTAL: a SUPS 10,000 NOTES: LIFT I 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4 ALL SLIPS ARE BOW-IN ONLY 20' MANATEE AWARNESS SIGN I TURBIDITY CURTAIN TO BE I a INSTALLED AROUND AREA -\ SLIP 6 12 ,0 DURING CONSTRUCTION 10,000# r THE OWNER / AWIT 6 AWARE OF AND MUST ASSURE I LIFT I MAINTEMAMCE OF THE EROSION PROTECTION THAT IS ASSOCIATED WITH THE PROJECT DORM CONSTRUCTION. I 72 I Mark Newkirk ii 2'-6" 2'-6" SLIP 7 12 r OWNER / AGENT PROMO NAME 10,000 59' I 14' 1 12' y LIFT OWNER / AGENT SIGWn fBi a ?' Y CATWALK 4 2'-6" I I 3 r + v (n Z: SLIP 8 12 U I 24' a 10,000# Qua 0 LIFT I I SLIP 1 SLIP 2 SLIP 3 SLIP 4 I a 10,000# 10,000# a 10,000# I PILING LIFT 0 LIFT LIFT I I Ill Ill - a 16' v COMMON WALKWAY i Z EXISTING SEAWALL C 0'-6" - - 5' 54'-6" -ii m 120' + ?0& I I UPLAND CONDOMINIUM I DEVELOPMENT IS NOT INCLUDED r IN THIS PERMIT I REUBEN CLARSON, P.E. FL. P.E. No.16313 WATERUINE CONSTRUCTION Hoibors/de Condominiums Ash Engineering, Inc. P1AA/ y DATE: 09-14-06 FILE: WATERLINE CONSTRUCTION, INC. 4408 Grady Ave. N 1101 Ei.anna er end. s0Ill PROJECT NUMBER CARD FILE WAT?RLINE?-•? Tampa n 33614 706 Bayway B/vd Tanpe.FL9989a8329CAEah7 SCALE 1 a>6' 813.2W.889Y Fa: 813.290881h 05 101 F CONSTRUCTON, TNc. 813-806-1977 C/eorwo ter FL 5 .3767 www.denendnow w=an 17, r ,?g Sy R 13 PAGE f OF M Ptw„ 10,8 10,6 I a 1.0,0 I X0,2 1 EXISTING PILING a 9.8 1 9,8 9,1 9,0 10 7,71 7,8 5,9 I 10 65 a 4,81 a + 0 zz J z 1 Q a as Cr +4.99 -2.00 a a I 0 EXISTING DOCKS AND PILINGS I a I I 0'-6"- a n. 11 10 3 10,9 173 1C?1 10,0 ? ? 9,6 1 10. p Cb 9.6 n M6 r 13 9 9,20 , I 8,6 8,6 8i7 7,4 0 7,5 E,9 4 0 6, I 5 F 1 ,2 4,1 ,9 I NOTE: ELEVATIONS REFER TO NGVD. SURVEY PROVIDED BY FORSIGHT SURVEYORS, INC. 4408 Grady Ave. N WATERLINE i Tampa n 33614 CONSTRUCTION, INC. 813-806-1977 54'-6" -120' - ,1 11 1+4.97 I I -0.10 D r A Ig r_ M I + $EUHEN CLARSON, P.E. b FL. P.E. No.16313 r Harbors/de Condominiums - Ash Engineering, Inc. 09-1hOE FILE: WATERUNE CONSTRUCTION, INC. I-EJa-1--1, sA.3eo E.Y/S7/NG LLi'YO/AQ'YS I DATE PRaECi C/eorwoter FL 33767 N149 CA00 FILE 706 Boyway '01 V& T-a.?3 e923 CAMMM SCALE>""=16' aato _ °"?Fw; 8 813 n m /7, r?R.T R /S ,_ ww.?°290.8°'do PACE J OF 110 Pages w a m ? f I o 8 !' z C ) U - W $ z0. W ; c W a EXISTING g $ = o SEAWALL g? e vl- U C tm J ? ? Comm Mill W I N 64 58 9' 7' ,e Ilk, f 68 1' h 'tj 5 0' 64 8' ? ? n NAVIGATIONAL C m CHANNEL 0 V ? l ? b 0 m ` 3 ?o 0 ?Nv - - - - 215 I ' I-r25% WATERWAY WIDTH z dm? 0 aco o ?M E ? 1Z EXISTING SEAWALL 17/29/15/05004/001/0240 3 R-1000.00' A=120.00 eR0=119.52(N) 8 ca=s?slrstlN) g 17/29/15/16523/000/0010 BAYSIDE SUB N0.5 817/29/15/06286/000/0010 CLEARWATER POINT w LOT 24 TOWN HOUSE Q PB 38 PG 38 2 PB 69 PG 50 H 0 49 I PREEMPTED AREA NOT TO EXCEED 30:1 b PREEMPTED AREA ALLOWED: 3600 SF 1 581 5 20' EXISTING AREA OF DOCKS: 1783 SF a 'd r AREA TO BE REMOVED:(-1783)S F I 13 I TOTAL: 0 PROPOSED a -` - r AREA OF DOCK: 687 SF - I AREA OF SLIPS: 2893 SF TOTAL PREEMPTED AREA: 3580 SF I I PREEMPTED AREA REMAINING: 20 SF a r WATERFRONT WIDTH 120 LF I 27' I WATERWAY WIDTH 665 LF PROPOSED SOVEREIGN SUBMERGED W 1 72 PREEMPTED AREA/LAND LEASE I ` - - r-o Z 1 I y Avg IL/ Q I ?? ?z Iz rn I 0'-6" 15' I 54'-6" 120' 1 a EXISTING WOODEN DECK r TO BE REMOVED , I 1 a b a r REUHEN CLARSON, P.E. FL. P.E. No.16313 WATERLINE CONSTRUCTION yoi-borside Condominiums Ash Engineering, Inc. wry oa-I+-oe FlIE: WATE7tUNE CONSTRUC710N, INC. 4408 Grady Ave. N IW2El -h-Blr4S*0380 H'?'ZX/P7ED AlrLrA 0? NUMBER CAW FILE WATERLINE Tama FL 33814 706 Boywoy B/ VC/ 8T-N. FL 1129 AMFw:81S , SC.4[E V'=zo' os,o,F P t9.270.e8G9 Fu: 613.IGO.em1 CON$TRUCi70N,INC. 813-806-1977 C/eonwoten FL 33767 ®??a.. I7, T?9 S R 15 PAGE J of A9 ooq.. W ALL FRAMING MATERIAL WILL BE .40 CCA TREATED 72' ? 6 ?--16' 13' -?- [2'-6" 12'-6"---?-12'-6" i [2'- 13'-t DECKING WILL BE 2"X6" 2"X10" SILLS ? EXISTING SEAWALL WATERLINE CONSTRUCTION yoiborside Condominiums f' Ash Engineering, Inc. 4408 Grady Ave. N 4902FJ.wh-Blvd. Sub 380 P/PQ9LE VYATERLINE-? Tampa FL 33614 705 Boyway 01V& ? ,mae,FLa?w23VAM SCALE 1"=!0' e33.2WOM Fu: 9i3.290.MI coNsTRuc-nom, INC. 813-806-1977 C/eorwoter FL 33767 p....3?BnNnMNQtO 17 T 29 g R 15 I REUBEN CLARSON, P.E. FL. P.E. No.16313 4-06 FILE: WATFRUNE CONSTRUCnON, INC. 05101F PAGE I OF A9 ALL FRAMING MATERIAL WILL BE .40 CCA TREATED 41' CATWALK ACCESS COMMON WALWAY WALKWAY 12. 2'-6' 12' DECKING WILL BE 2"X6° #1 PINE EE AND WILL BE BOAT SLIP BOAT SLIP SCREWED WITH STAINLESS CATWALK STEEL SCREWS. n n _ ALL JOIST WILL BE 2"X10" SPACED 18" ON CENTER. JOIST WILL BE UMULLU UN ME OUTSIDE. ALL PILINGS TO BE 2.5 CCA TREATED AND ENCASED IN PVC WRAP TO 1' ABOVE MHWL LIFT PILINGS TO HAVE A MIN. OF -?- [2'- 6' BOAT SLIP I BOAT SLIP ? CATWALK 2"X10" SILLS WILL BE CROSS-SECTION B-B ELEV. +11.58' ELEV. +9.98' ELEV. +4.98' DOCK PILINGS 101 1 HAVE A MIN. OF 6' PENETRATION ; , C?/off REUBEN CLARSON. P.E. FL. P.E. No.16313 WATERLINE CONSTRUCTION Ho?boiside Condominiums " Ash Engineering, Inc. DATE: c+a-I+-? FlLE: WATERLINE GONSTN06 4408 Grady Ave. N 4902Sw -Blyd.`ig4? QPOSS-_QF0I70N PRQI(ECf NUMBER CARD FlLE WATERL?N ? Tampa FL 39814 706 Boywc7 B/ vd e1 F " ` e;3. O SCALE 11-10' -05101F coNSTRucnoN,wc. 813-806-1977 C/eonwoter FL 33767 wn.esnmanwndcan 17, 7" S R 15 PAGE v of 10 Pope rpaP+ I .J 1 2 PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SUPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. 80AT LENGTH IS 28' WITH A DRAFT OF 3' 4) ALL SUPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN PUBLIC INTEREST CRITERIA: -RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE EASTERN SIDE OF ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED I ON THE RIPRAP AND SPACED THREE FEET ON CENTER. E: -SHALLOW AREAS THAT ARE SHADOWED BY EXISTING J STRUCTURES WILL BECOME MUD FLATS EXPOSED TO j SUNLIGHT. -MANGROVES MAY BE TRIMMED TO PREVENT a OVERGROWTH. -3'X3'X53' OF MIAMI LIMESTONE WILL BE PLACED UNDER THE ACCESS WALKWAY TO CREATE AN ARTIFICIAL REEF 2,_6„ 2'-6„ I a + I 1-14'- 1--12' -12'- [--127 LLJ qI a 6 Q? 24' I ?u 0. 0 Y i SLIP 1 SLIP 2 SLIP 3 < SLIP 4 c Q COMMON ?PILINGI v O v WALKWAY d -_ 3' SLIP 5 I' 12' 1 CATWALK 3 SLIP 6 1 CATWALK 4 CAUT10"'IN 1 MANATIEEAREA l 1 ri r I ? r I 1 2 -6 I I i r 72' 12' 5 2'-6' SLIP 8 11 1 2' ACCESS WALKWAY \ EXISTING SEAWALL ?- - -?0'-6" 5-? -i 20' a WATERLINE CONSTRUCTION Horborside Condominiums _ 4408 Grady Ave. N 706 Baywcry B/vd WATERLINE`--? Tampa n 33614 CONSTRUCTION,INC. 813-806-1977 Clearwater F-L 33767 PROPOSED RIPRAP AND THREE-GALLON r SIZE RED MANGROVES - ! PLANTED 3 FEET ON r CENTER z + \ TS WILL BE I ' f MUD FLA EXPOSED TO SUN,/1 1_ W Ash Engineering, Inc. 4902 Eemnwvw BIVd. Sib 980 Temp. FL 93894-6929 CA#= 813.280.8899 Fm: 813180.8881 - ?,,,,,, www.nftmtlnasAnncam DATE: 09-11 B/I Y BALLS PRWEM NI SCALE 1 ``-f 05101F 17, r ?9 .Sy R !S PACE OV21( REUBEN CLARSON, P.E. FL. P.E. No.16313 CONSTRUMON, INC. OF AO PUBLIC INTEREST CRITERIA: A 2'X20' FOOT WALL OF RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE EASTERN SIDE OF THE ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED ON THE RIPRAP WITH A STIPULATION THAT THEY MAY BE TRIMMED TO AN ELEVATION THAT WILL NOT IMPEDE VISUAL CONTACT WITH BOAT SLIPS AND WILL PREVENT ENCROACHMENT OF DOCK STRUCTURES. SHALLOW AREAS THAT ARE SHADOWED BY EXISTING STRUCTURES WILL BECOME MUD FLATS EXPOSED TO SUNLIGHT - 3'X3'X53' OF MIAMI LIMESTONE WILL BE PLACED UNDER THE ACCESS WALKWAY TO CREATE AN ARTIFICIAL REEF 72 '-6" F-1 13' 3' ARTIFICIAL REEF CROSS-SECTION C-C (SCALE 1 "=4') f o a ?? ELEV. 4- 1 , I I ELEV. +c pI I NGVD API C 9 NGVD APE -) I !-! ! I !-! r I I I i l s _-III=1 1 i-! I I-1 I -I I !'=! ?;=1 ! I=1 I I=1 ! !? 1 I !-)-! ! I=! -I ! ! I -4_77' ?? ? _ I I! =1 I I-1 I!-1 I I ! I-? I !-! ! I-! ? _ I ! ?_ . i= i - V 3 LEV. -9. = I' I-' I -? 1=i I i=1 11=1 ! I I II?1 11=1 I!-III I!=1 ! I=i 11=!II I I ! I I-! I! -1 I! I -1 i 1-11 !-I I I-I 15 1 11 I? 1 I !-I 11-1 I I =III-) ! !_! ! III=! ! !-I != h?-I -?IL-11 !=1 11=1 I I-! I!=1 I I-1 11=1 I I- ??I I i-1 I I-1 !-1 I I-1 I I-1 I I-1 11 . 11=1 11=1 I!=I I I ! I I-! 11-1 I i-1 I IU !II-! I I-I I I -! ! !- ! I-! ! 1=1 ! I l=! I!-i I!=1 I I -1 11-1 11-i I I I I=i I != -! 11-1 i III-1 1 1 -! ! ! I I 1=11 =1 11-1 , i 1=1 -! 11 III-! !! -! I != I!=1 I I -i 1= , 1 ! I = T 1 -_- - I (-1 III-! I I-1 I I=!II I I !_! ! !_! I I_! I I i=1 11=! I I-! I! -I 11=1 I =1 11= , ice= ? i --I_ I I-I I I I 1 -I I IE =1 ! !_! I !! 1=1 ! !_ =11 I_ ! f 1 ?.1 I`I I-III-III-III -I I PROFILE J 1-=111! ?_ WATERLINE CONSTRUCTION yoiborside Condominiums Ash Engineering, Inc. 4408 Grady Ave. N 4902 EIswhmw Blvd, Sib 39D 8M WATERLINE 705 eoywoy B/ vd Twpo. FL 3 00CAMM 4 873.2B1.8M,999BF m: 813 2008M ? _?. Tampa F'I. 3361 CONSTRUCTION, INC. 813-806-1977 Clearwater FL 33767 •«•??«tl4- ?? 1.58 : .98 ROX_MffWL ELEV_+1.31.' ROT._MLWL ELEV. -169_ I!1;--III-1111, !?! =; i 1, III-III-? I I1=I-II I I? =1 I I -1 I I=i I I-? I I- ly;J- I 1=1.L? Y/ l REUBEN CLARSON, P.E. FL. P.E. No.16313 SAYS LLS PROJECT HUMBER CADD FILE SCALE =!o' 05101F _ 17, T 2P .S, R /S PAGE 8 OF 10 pages GENERAL DOCK NOTES: 1. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT. 2. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS NOT TO EXCEED 12'. 3. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). 4. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED Y8" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED Y4". 5. ALL DOCK FRAMING OTHER THEN DECKING TO BE MINIMUM GRADE 2 LUMBER. 6. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. 7. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACQ), COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA). 8. 5A" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE TREATMENTS. USE 3/4" STAINLESS STEEL FASTENERS ONLY (TYPE 304 OR 316). ALL FRAMING MATERIAL WILL BE .40 CCA TREATED. ALL PILINGS WILL BE 2.5 CCA TREATED. PILINGS WILL BE JETTED AND HAMMERERD WITH A MIN. OF 6' PENETRATION. ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1' ABOVE MHWL ALL JOIST WILL BE 2"X10" SPACED \ 21 " ON CENTER. JOIST WILL BE DOUBLED ON THE OUTSIDE. I~5 ? f 4 ?1 2"X10" SILLS WILL BE BOLTED WITH 5/8" GALVANIZED BOLTS. ELEV. +11.58' ELEV. +4.98 NGVD APPROX. MHWL ELEV. +1.31' NGVD APPROX. MLWL ELEV. -0.67 M_ _ -1 !_?_ W -1 I I _I I -11 I_ - 1-=1 - I= =1 I !_ ! ?_=1 -1 1=111=ail' 1 -1 Fj.__ I . -- ACCESS WALKWAY 4408 Grady Ave. N WATERLINE?-Tampa FL 33814 CONSTRUCnoN, ,NC. 813-806-1977 DECKING WILL BE 2"X6" #1 PINE EE AND WILL BE FASTENED WITH STAINLESS STEEL SCREWS. -?2 -6"?- COMMON CATWALK (TYPICAL) WALKWAY REUBEN CLARSON, P.E. FL. P.E. No.16313 DATE. -14-06 Harborside Condominiums Ash Engineering, Inc. aWSjvucnorv AWrAlZ PR PROJ0ECT T NUNBE NUMBE FllE: wATERUi Q 4902Ei whoverBlr6,saeaeo R 706 E3c7yway Ol v& ww Term 6!6946123 CNMM SCALE 1a8' 00101F 611.2W.ee0o Fm: 813.266.e961 !7, T?9 S, R !5 C/eorwoter FL 33767 .m?.6dn. PACE ro of AF MapQuest: Maps 0 Ito .? a* JP ~;kVdpqr qF "' 706 Bayway Blvd Clearwater Beach FL 33767-2609 US Notes: 0 Page 1 of 1 ! 8rl twater Dr w''` m 4 13 y y 6 Clearwater Harbor Gulf Of a3e cb 1sl ?_^?? BkJd ': 81W . x , $and M Sand ' 'Key park lCoy A 2QQ7-MaRQWe-0J(W, ?i- _J 002-N- A wel All rights reserved Use Subject to License/Copyright This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. Direct all correspondence to? ?. Clerk, Water and Navigation Control Authority 315 Court Street Application # Clearwater, FL M756 (OFFICIAL USE 0NLY) COMMERCIAL AND MULTI-USE. DOCK PERMIT APPLICATION PINELLAS COUT',rrY WATER AND NAVIGATION CONTROL AUTHORITY Please type, or hand print in BLACK ink 1. PROPERTY OWNER INFORMATION: A. Applicant's Name: Mark Newkirk, Owner - Harborside, LLC B. Mailing Address: 2901 Busch Blvd., Suite 701 City: Tampa State: FL Zip: 33,618 C. Telephone No.(s): 813-936-2221 phone/ 813-936-2228 fax H. AGENT INTO R.NL4LTI ON: A. Name: Janice Sands Ash, President, Ash Engineering, Inc. B. Address: 4902 Eisenhower Blvd, Suite 380 City: Tampa State: FL Zip; 33634-6323 C. Telephone No.(s): 813-290-8899 phone/ 813-290-8891 fax M. SITE INFORMATION: A. Construction Site Address: 706 Bayway Blvd. City: Clearwater, FL 33767 B. Intended Use: Condominium Owner Use C. Parcel ID Number: 17 / 29 /_15 / 06286 /000 /0001 . D. Incorporated: Unincorporated: ? E. Affected waterbody: Clearwater Harbor F. Previous Permits: _ SWFWMD upland ERP Standard Minor General System Permit #4602-96-92.000 G. Date applicant assumed property ownership: 06/05 month/year H. Obstructions: (dogs, fences, etc.) None 1. Attach 8.1/2" X 11" vicinity map showing specific project location. Please see Attachment 1 - SWFWMD ERP Application, Part III - Figures and Permit Drawings for Location Maps. J. All other information pursuant to P.C.O. 90-19 (amended), Section 10.9, as needed. X. Does the project abut residentially zoned property? Yes O No O L. For projects requiring a public hearing, attach, a copy of the complete legal description. Please see Attachment 1 - SWFWMD ERP Application, Part IV - Attachment B for Warranty Deed and legal description. D46ANDhr1/BNVIdG!!I:vComBBrt S't8.'9e • IV. PROTECT DESCRIPTION:. MULTI-USE Application # (OFFICIAL USE ONLY) COMMERCIAL O A. Nature and Size of Project: The proposed project. consists of the removal of sixteen (16) mooring pilings and 1,783 sq. ft. of wooden deck and catwalks, and the installation of one (1) access walkway, one (1) common walkway, four (4) catwalks, seven (7) dryslips, one (1) wetslip, and four 4) mooring pilings. Square feet: 3,580 B. Variance: Yes O No Amount in variance: Length: Width: ' Setbacks: L ' . R ' Other: NOTE: It is the applicant's responsibility to clearly demonstrate that any requested variances are consistent with the variance criteria of the Pinellas County Water and Navigation Control Authority Regulations. The applicant must submit a written variance request outlining the nature of and need for any variances. The applicant must demonstrate that a literal enforcement of the regulations would result in an extreme hardship due to the unique nature of the project and the applicant's property. The hardship must not be created by action(s) of the property owner(s). The granting of the variance must be in harmony with the general intent of the regulations and not infringe upon the property rights of others. The variance requested must be the minimum possible to allow for the reasonable use of the applicant's property. Should the applicant fail to demonstrate that any variance request is consistent with the criteria outlined in the regulations, staff cannot recommend approval of the application. V. CONTRACTOR INFORMATION: I, William Hecker , a certified contractor, state that the dock has not been constructed and that it will be built in compliance with all requirements and standards set forth in the "Rules and Regulations" of the Pinellas County Water and Navigation Control Authority, and in accordance with the attached drawings which accurately represent all the i formation required to be furnished. In the event that this dock is not built i acco ance ' h the permit or the information furnished is not. correct, I agree to either rem e d ck correct the deficiency. ? c Signed: Cert. No.: C-8571 Company Name: Waterline Construction, Inc. Telephone No.: 813-806-1977 Address: 4408 Grady Avenue N., Tampa, FL 33614 VI. OWNER'S SIGNATURE: I hereby apply for a permit to do the above work and state that the same will be done according to the map or plan attached hereto and made a part hereof,, and agree to abide by the "Rules and Regulations" of the Pinellas County Water and Navigation Control Authority for such construction and, if said construction is within the corporate limits of a municipality, to first secure approval from said municipality. I further state that said construction will be maintained in a safe condition at all times, should this application be approved, that I am the legal owner of the upland from which I herein propose to construct the improvements, and that the above stated agent/contractor may act as my representative. I understand that I, not Pinellas County, am responsible for the accuracy of the information provided as part of this application and that it is my responsibility to obtain any necessary permits and approvals applicable for the proposed activities on either private or sovereign awned submerged land. Date LeralOwner's ionature D48WDhr11ENVMGMNT/Com9912 4,28194 AWLTI-USEXONSIOCUL DOCK MHW MLW BOTTOM Profile View Application # (OFFICIAL USE ONLY) ENG. SCALE: 1" TOTAL SQUARE FEET NEW SQUARE FEET WATERWAY WIDTH - N WATERFRONT WIDTH Plan View (applicant and adjacent docks) Please see Attachment 1 - SWFWMD ERP Application, Part III - Figure and Permit Drawings, Pages 1-10 for plan, cross-section, and profile views. SHORELINT Municipality Approval Water and Navigation Approval Engineer's Seal Toning Approved CITY OF CL[_A - VVATER P/L?A]NNINIC BY !/VQ lw, W DATE Fi?'D2,000- oo p33 Jq1 S 2oo7 - 0 10 l 2- D<CNVD.'enlENVM311,n i?Coai53:5 4'2E'8: Application # (OFFICIAL USE ONLY) DISCLOSURE FORM In order to alleviate any potential conflict of interest with Pinellas County staff, it is required that the Authority be provided with a listing of PERSONS being party to a trust, corporation, or partnership, as well as anyone who may have beneficial interest in the application which would be affected by any decision rendered by the Authority. (Attach additional sheets if necessary.) A. PROPERTY OWNERS: Name: Mark Newkirk, Owner - Harborside, LLC Address: 2901 Busch Blvd., Suite 701 Tampa, FL 33618 Name: Address: Name: Name: Address: Address: B. REPRESENTATIVES: Name: Janice Sands Ash, President, Ash Engineering, Inc. Address: 4902 Eisenhower Blvd, Suite 380 Tampa, FL 33634-6323 Name: _ Address: Name: Name: Address: Address: .C. OTHER PERSONS HAVING OWNERSHIP INTEREST IN THE SUBJECT PROPERTY: Interest is: contingent ? absolute ? Name: None specific interest held D. DOES A CONTRACT FOR SALE EXIST FOR THE SUBJECT PROPERTY? YES ? NO If so, the contract is: contingent ? absolute ? Name of parties to the contract: E. DOES AN OPTION TO PURCHASE EXIST FOR THE SUBJECT PROPERTY? YES ? NO Name. of parties to the option: F. OWNER'S SIGNATURE: I hereby certify that the information stated above is complete, accurate, and true to the best of my knowledge. X ?? Date D49Wa%,1 A%A3MNTPpm99,s 4.269: I a a I I a 0, I I a a i a I I I a a. a a I \ I 24' za o Q I SLIP 1 CL I PILING a L PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24- 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4) ALL SLIPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN 4408 Grady Ave. N Tampa FL 33614 813-808-1977 I ro r I I r A it I( I rro REUBEN CLARSON, P.E. FL. P.E. No.16313 Narborside Condominiums ,?" ? Ash Engineering, Inc. PLAN DATE: 01-17-07 FILE: WATERLINE CONSTRUCTION, INC. NEW 4911EAcenhowet BNq sots 381 PROJECTNUMBER CADD FILE 706 B oyw cry B/ vO Temps. FL 338344313 CA#6603 SCALE 1 ° >6' 05101 F 813.190.4899 Fu: 813.280.8881 C/ea1"Wa ter FL 33767 naw..Ne w 4,a nn. y4 17, T29 $ '915 E PAGE 1 OF 1,7 Pages i r FIRE EXTINGUISHER, Q ? SLIP 5 12 ::q 11 1 10?IFr 11 I ro CATWALK 3 2 _ 6g r 20' ? 9p ? TURBIDITY CURTAIN TO BE INSTALLED AROUND AREA SLIP 6 1 2 ro 7 f t ly DURING CONSTRUCTION 10 007# 32 f oI 1, , rov r , uFr I CITY OF CLEARWAT PLANNING D T ' 7 2 ., ' " I BY -6 2 -6 SLIP 7 1 2' ' ro DATE 10,000# 5 9 3 I F - 12 12' > LIFT *L-PLon(v-0&0 .3 x CATWAL K 4 ' " ?t'S LnOT - O(OI L 2 _6 I D N N =UJ SLIP 8 12' z a 1 0,000# LIFT r Y ro m SLIP 2 SLIP 3 SLIP 4 I + 10,000# 10,000# a 10,000# UPLAND \ LIFT O LIFT LIFT FIRE EXTINGUISHER CONDOMINIUM I 1 6' DEVELOPMENT IS COMMON WALKWAY NOT INCLUDED IN THIS PERMIT EXISTING SEAWALL 60'-6" 5' S4'- 6" I ' -120' I 0. I I a 0. I a 0. I a 0. I I a 0. I I a \I w ' 24' za10 g < SLIP 1 I a Of I PILING 0/ Il FLOATING TURBIDITY BARRIERS rA LEGEND T • P8r Lpcatlan. _ ??' _?. / I 1314. 01 FYI Arco Sl- Lin. it. Or C-A • I • • W_-t Mooring Buoy •/Mao lk k-or nii. Of Con • Structure AOpnmsnt O ?? NIA .nt Du. To tumor ActMn Toroatty ,ti NOTES: Ba M . r 1. Turbidity bwr%m on to bs placsd ar Mdlcatrn on plan w r gurdi- ot'*otrr a.pth. 2. Mooring buoy ./ ands h.Wd b..9-a wry 40 iwt ar l- 30' "° 1 TURBIDITY CURTAIN TO BE INSTALLED AROUND AREA DURING CONSTRUCTION -6" r---r-2' - 6„ SLIP 2 SLIP 3 a SLIP 4 10,000# 10,000# 10,000# LIFT 0 LIFT LIFT 111111111111111111 111111 COMMON WALKWAY f EXISTING SEAWALL 4408 Grady Ave. N Tampa FL 33614 813-806-1977 SLIP 5 12 10,000# LI FT ro CATWALK 3 2 - 6 t I SLIP 6 20 12'I 10,000# I LIFT 72 SLIP 7 12 t0 10,000# 59' i LIFT CATWALK 4 2'-6" I PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS NOT S: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4 ALL SLIPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN THE OWNER / AGENT IS AWARE OF AND MUST ASSURE MAINTENANCE OF THE EROSION PROTECTION THAT IS ASSOCIATED WITH THE PROJECT DURING CONSTRUCTION. Mark Newkirk OWNER / AGENT PRINTED NAME OWNER / AGENT SIGNATURE ro SLIP 8 12' 10,000# I LIFT b r 1 6' r A I ? D D Z r 54'-6" I m -120' + UPLAND CONDOMINIUM DEVELOPMENT IS NOT INCLUDED t7' IN THIS PERMIT I Harbors/de Condominiums Ash Engineering, Inc. PLAN We#' 705 Boywo'y Z31 vd T-P R 338348323$CCApfi6803 SCALE > ""=16' C/earw 813.190.41889 F- 813.290.8881 a ter FL 3.3767 .eMena b. na?n 17 T 29 .; R 15 i v l RE'UBEN CLARSON, P.E. FL. P.E. No.16313 DATE: 01-17-07 FILE; WATERLINE CONSTRUCTION, INC. 05101F PAGE P OF 70 pa ? C 0 PREEMPTED AREA NOT TO EXCEED 30:1 PREEMPTED AREA ALLOWED: EXISTING AREA OF DOCKS: AREA TO BE REMOVED: TOTAL: PROPOSED AREA OF DOCK: AREA OF SLIPS: TOTAL PREEMPTED AREA: PREEMPTED AREA REMAINING: WATERFRONT WIDTH WATERWAY WIDTH 3600 SF 1783 SF (-1783)S F 0 687 SF 2893 SF 3580 SF 20 SF 120 LF 665 LF PROPOSED SOVEREIGN SUBMERGED PREEMPTED AREA/LAND LEASE a EXISTING WOODEN DECK TO BE REMOVED a 4 LT v l ? r - REUBEN CLARSON, P.E. FL. P.E. No.16313 WATERLINE CONSTRUCTION Horborside Condominiums Ash En ineerin ?nC. DATE: 01-17-07 FILM: WATERLINE CONSTRUCTION, INC. 4408 Grady Ave. N 4902Eleenn gin BWd, Suit, er3908 RR£6UP7F0 AREA PROJECT NUMBER CADO FILE -?i Tampa FL 33614 706 Boywc>y B/vC Tempa.FL33834W23 CAM W SCALE 1 =20' 05101 F 813.390.8888 Fmc 813.290.881 813-808-1977 Clearwater.,Fl 3T767 17, T29 S, R 15 E PAGE S OF /o pages i I a i ro ALL FRAMING I, MATERIAL WILL BE U 40 CCA TREATED 72 ?2 -6 (---16' 13' j-T 12'-6" -J---12'-6"- 13' o DECKING WILL BE 2"X6" 2"X10" SILLS EXISTING SEAWALL v ?? p7 I( REUBEN CLARSON, P.E. FL. P.E. No.16313 ''? WATERLINE CONSTRUCTION Harbonside Condominiums Ash Engineering, Inc. DATE: 01-17-07 FILE: WATERLINE CONSTRUCTION, INC. 4408 Grady Ave. N 4902E-h-BWe. Se1te380 PR /E PROJECT NUMBER CADD FILE ,i1:.ftl...ifli::: ??-?? Tampa FL 33814 706 Boywoy B/vC T-p.. FL338348323GM6603 SC/rLE1=10' 05101F 813.260.8868 Fez: 813.290.8881 ';ONS TRUCTION, INC 813-808-1877 Clearwater' FL 33767 _ _ _ _ www.eehenolneetlnamm 1- T 19 Sy R 15 PAGE 6 OF /O Pages i a. I PUBLIC INTEREST CRITERIA: a a -RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE EASTERN SIDE OF ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED ON THE RIPRAP AND SPACED THREE FEET ON CENTER. nal -SHALLOW AREAS THAT ARE SHADOWED BY EXISTING ! STRUCTURES WILL BECOME MUD FLATS EXPOSED TO j SUNLIGHT. jj -MANGROVES MAY BE TRIMMED TO PREVENT as OVERGROWTH. -SEVEN BAY BALLS WILL BE PLACED BENEATH THE WESTERN SIDE OF DOCK TO INCREASE HABITAT I as 2>_6>, 2.-6 + ?14' 12' 12' 12'- Z a t ? #a Q I I 24' ? f p Y Y SLIP 5 CATWALK 3 - 20'- SLIP 6 o° SLIP 7 CATWALK 4 ao SLIP 8 SLIP 1 Q SLIP 2 SLIP 3 ¢ SLIP 4 L Q Q COMMON Q °° PALLET BAL S (2 TOTAL) -PILING I SUPER BALLS (5 TOTAL) p v WALKWAY } ACCESS WALKWAY 4 ° o- 12' I 12 72' 12' 1 S Lj ' 2'- 6' 4 12' 1 /16, 1 b r .d r r 1 1 UTIO M Pow% MANATEE AREA. I? r PROPOSED RIPRAP b > AND THREE-GALLON n SIZE RED MANGROVES z PLANTED 3 FEET ON r CENTER t m 7 I+ MUD FLATS WILL BE I EXPOSED TO SUN r j? `-EXISTING SEAWALL 0'-6" 5'- 120' a WATERLINE CONSTRUCTION Honborsio'e Condominiums ^+ Ash Engineering, Inc. 4408 Grady Ave. N ?/ 902 Elea t- ew°, Seib 380 Tampa FL 33614 706 Boyway B/vV Tampa, FL 338318323CAN8803 uc; n 7N, u!c 813-808-1977 Clearwater FL 337,67 4813190.8899 Fat: 813.290 .8991 .aahaaaIrm fr - PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4) ALL SLIPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN REUBEN CLARSON, P.E. FL. P.E. No.16313 b DATE: 01-17-07 FILE: WATERLINE CONSTRUCTION, INC. BAYBAZZS -PROJECT NUMBER CADD FILE SCALE 1 =16' 05101E 17 7,29 .5? R 15 E PAGE O OF to Page. PUBLIC INTEREST CRITERIA: A 2'X20' FOOT WALL OF RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE EASTERN SIDE OF THE ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED ON THE RIPRAP WITH A STIPULATION THAT THEY MAY BE TRIMMED TO AN ELEVATION THAT WILL NOT IMPEDE VISUAL CONTACT WITH BOAT SLIPS AND WILL PREVENT ENCROACHMENT OF DOCK STRUCTURES. SHALLOW AREAS THAT ARE SHADOWED BY EXISTING STRUCTURES WILL BECOME MUD FLATS EXPOSED TO SUNLIGHT style Width Hei ht W i h, Con &ete, Goliath 6 jeer (1.83 g S Feet (1.52 e g 4 000.6,000 Ibs. 1 818- Volume 1.3 yard' 'A, 230 k'(21.4 2,7277 kg.) g.) m') 25-40 Super Be// 6 feet 4.5 feet 4,000-6,000 Ibs (1 818- 1.3 Yard' 190 k`(17.6 (1.83 M) (1.37 m) , 2,727 kg.) (1.19 m) m 22-34 3,500-4,500 BBra 8.9 5.5 fee[ 4.3 feet Ibs. 0.9 yard' 150 Ft- M) (1.31 m) (1,591-2,045 (0.76 m) (13.9 m-') 22-34 kg.) 3000-4200 Reel Ball 6 feet 3.8 feet Ibs. 0.75 yard' 130 ft` (1.83 m) (1.16 m) (1364-1,909 (0.57 m`) (12.1 m') 22-34 kg.) 1500-2200 pallet Bell 4 feet 2.9 feet Ibs. 0.33 yard' 75 ft (1.22 m) (0.88 m) (682-1,000 (0.25 m') (7.0 m=) 17-24 kg.) Bey BsB 3 feet 2 feat 375-750 Ibs. -341 170 0.10 yard' 30 ft' (0.91 m) (0.61 m) kg) (0.08 m') - (2 (2.8 m=) 11-16 Allel-Bey 2.5 feet 1.75 feet 150-200 Ibs. less than 4 Ban (0.76 m) (0.53 m) (68-91 kg.) 50 Ib, bags 8-12 L.-Pro 2 feet 1.5 feet 80-130 lbs. less than 2 (0.61 m) (0.46 m) (36.59 kg.) 50 Ib. bags 6-10 OyKCI 1.5 feet 7 oot 1 ' 30-45 Ibs. less than 1 0.46 m) (.47 .3 0 m) ( 0 (14-20 ka) 50 It, t.5, 6-8 SEVEN BAY BALLS WILL BE PLACED BENEATH THE WESTERN SIDE OF DOCK TO INCREASE HABITAT ---- -- --x-72' 6 ` r2'-6" 1-12'- 6 I 2'- 6" O- 1 3' t ELEV_±1 1.58' ELEV. +4.98' -9.21 I--I I I ?? 11:=1 I l PROFILE REUBEN CLARSON, P.E. -l -- - i- "'''-' FL, P.E. No.16313 WATERLINE CONSTRUCTION 4408 Grad Av N yarbors/oe Condominiums Ash Engineering, Inc. BA DATE: 01-17-07 FILE: WATERLINE CONSTRUCTION, INC. " y e. 7006 Boywc? B/V& 4902 EI¢enhoeer Bhd. Bu x380 Y BALLS PROJECT NUMBER CADD FILE vvAl ".I"f")NS IRUC?ION INC Tampa FL 33814 813-806-1977 y Tempe, FL3383a-8943C/WM 813.280.9889 Fu: 813.490.8891 SC4LE1 20' os1o1F , . Clearwater FL_ 33767 _ . ? www.e.henolroa no.mm 17, r29 Sy e 15 E PAGE 9 OF JO Pages GENERAL DOCK NOTES: 1. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT. 2. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS NOT TO EXCEED 12'. 3. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). 4. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED Y8" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED Y4". 5. ALL DOCK FRAMING OTHER THEN DECKING TO BE MINIMUM GRADE 2 LUMBER. 6. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. 7. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACQ), COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA). B. 5/8" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE TREATMENTS. USE %4" STAINLESS STEEL FASTENERS ONLY (TYPE 304 OR 316). ALL FRAMING MATERIAL WILL BE .40 CCA TREATED. ALL PILINGS WILL BE 2.5 CCA TREATED. PILINGS WILL BE JETTED AND HAMMERERD WITH A MIN. OF 6' PENETRATION. [---5'-1 DECKING WILL BE 2"X6" #1 PINE EE AND WILL BE FASTENED WITH STAINLESS STEEL SCREWS. ALL JOIST WILL BE 2"X10" SPACED 21 " ON CENTER. JOIST WILL BE DOUBLED ON THE OUTSIDE. r---4'--- i 2"X10" SILLS WILL BE BOLTED WITH 5/8" GALVANIZED BOLTS. ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1' ABOVE MHWL I!-- ACCESS WALKWAY COMMON WALKWAY 72'-6"r- APPROX. MLWL ELEV. -0.67' ELEV. +11.58' ELEV. +4.98 APPROX. MHWL ELEV. +1.31' =1 ! I- I I- I I---? I 11= H CATWALK (TYPICAL) ?A?,, x ??NSrxuunur Harbors/de Condominiums /?----N Ash Engineering, Inc. 4408 Grady Ave. N Elwnhawr BNE, 9W a 380 Tampa FL 33614 706 BoywC>y B/v4 48028/3TemPe,.280F8.BBBBFee:MFax:831.90.8891 coNSr?jlCTIQ!, INC. 813-806-1977 C/eol-water FL 33767 813380.88 r ? a?,enala ?, ,oval ?, REUBEN CLARSON, P.E. FL. P.E. No.16313 aYS7RUC71GW DETA/L DATE: 07-17-07 FILE: WATERLINE CONSTRUCTION, INC. PROJECT NUMBER CADD FILE SCALE 1 = 8' 05101 F 17 l r2.9 -5i R >S E PAGE io OF !o Pages I a a I I a a i a a a a I I 2'- 6 \ -FI w 24 Z I Q40 I SLIP 1 a PILING a I SLIP 4 10,000# LI FT III f EXISTING SEAWALL 120' PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28- WITH A DRAFT OF 3- 4) ALL SLIPS ARE BOW-IN ONLY + MANATEE AWARNESS SIGN 4408 Grady Ave. N WATERLINE -?? Tampa FL 33814 CONSTRUCTION, INC. 813-806-1977 4'-6" NO ro r 11 V. /Fi • r ro t JBE CI S01t P4E-, C' P.A. o.16313 DATE: 01-17-07 FIYE A u E.Cp s1RUC71QM, Horbors/de Condominiums ? Ash Engineering, Inc. poly WW a9o2 eleeenewer ewe, style 3eo PROJECT NUMBER ??CADD FILE 1 706' BoyWC7y B/vd Tempe, FL 33830.8323GY8003 SCALE l' Zi? 813288.8889 Fez: 813.280.8881 1 ? C/eorwoter F-L 33767 17 T 79 S. R 15 E www.eshenutrroem9.can PAGE ! OFy !O Yt7X-k. FIRE EXTINGUISHER 9 i ro r SLIP 5 12 10,000# I LIFT ro CATWAL K 3 2 -6 r I 20' SLIP 6 1 2: I 10,000# LIFT 7 2 I SLIP 7 1 2 r 10,000# 5 9 I LIFT CATWAL K 4 2'- 6' I rD I ? D SLIP 8 12 z 10 000# r , LIFT r% m UPLAND I rFIRE EXTINGUIS HER CONDOMINIUM I 1 6' DEVELOPMENT IS ro NOT INCLUDED IN C" THIS PERMIT I TURBIDITY CURTAIN TO BE INSTALLED AROUND AREA DURING CONSTRUCTION -6" SLIP 2 SLIP 3 10,000# 10,000# LIFT 0 LIFT I a a I 0. I I a 0. a I \I z I 24 za o, 0 Q SLIP 1 a PILING a a L WATERLINE CONSTRUCTION, INC. FLOATING TURBIDITY BARRIERS Drodp. ar A Sh- N. of Conn. LEGEND 4?: Araw or -sweet. ulWmnt o M'"t ow To Cumnt AeUon To Cu 1. Twbkft kmriw. an to be ploe.d a. k4coW m om M.. n.Dad... of .at. d.ptlt z M-" way .? W- Mwd w i.e.d -y 40 T.n - I.- SLIP 1511 II 1 LIFT 20 TURBIDITY CURTAIN TO BE SLIP 6 1 INSTALLED AROUND AREA DURING CONSTRUCTION 10,000# LIFT -6" 2'-6° SLIP 7 1 10,000# r LIFT a Y CATWALK 4 3 SLIP 8 1 a 10,000# N LIFT SLIP 2 SLIP 3 a SLIP 4 10,000# 10,000# 10,000# LIFT 0 LIFT " LIFT COMMON WALKWAY f EXISTING SEAWALL 120' 72' 59' -6 16, 4'-6" I ro r Ne PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' r' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS I NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 0 2) ALL BOATS TO BE PERMANENTLY MOORED r 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' I 4) ALL SLIPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN I ro r THE OWNER / AGENT IS AWARE OF AND MUST ASSURE MAINTENANCE OF THE EROSION PROTECTION THAT IS ASSOCIATED WITH THE PROJECT DURING CONSTRUCTION. I Mark Newkirk ro OWNER / AGENT PRINTED NAME r I OWNER / AGENT SIGNATURE I ro r I i r I r ? I _0 D 141Iswill > 5 k / •" 10 UPLAND CONDOMINIUM 6 -Q ) ? '? DEVELOPMENT IS NOT INCLUDED IN THIS PERMIT r 1 £ .• °? . Q 1EJ$L?T'L2SOlj P.F,? P? No. 16313 t ; WATERLINE CONSTRUCTION yorbors/de Condominiums Inc ' Ash Engineering DATE: E FI4C NM _ I .CONSTRUCT N. MC: N G d A 4408 . ? , 0 swm 3eo aeoz?no.e eroa PLAN b1ElY PROJECT T NUMBE NUMB R CADD FI -.( ra ve. y 7006 5?C7 B/vd , T- . 336344U; SCALE1-16' Tampa FL 33814 , . 190 8891 813 280 8888 FeK: 813 05101F 813-806-1977 Cleorwat&/- FL 33767 . . . . .»w.•d .oare.e•a.- 17 r29.S R 15E PAGE Y OF !O "Pages" I \ 0!Q.I ` '.. # - .rv.`. ,#, tW, s % . ' . % // r (- l1 0 Z ? a a ,r? a . o r ? ?•s `,v ? ??• v ? o J EXISTING SEAWALL , ° w o o a a U C DI C 'C >9 C ' m m LLl ?dB? L - Q$m 64 58 9' 7' 1 Ao h, 68 1' h 5 0' F646 8' ? NAVIGATIONAL C m CHANNEL \ 0 v ? l m ` 3 ?o 0 oo43 iNv f25% WATERWAY WIDTH U z 0.4 U D•ico m a°0 wW E co Q9 ? 4 1 Co EXISTING U Z SEAWALL o 17/29/15/05004/001/0240 4 g -1 000.00'A=120.00 CHD.=1 CB=S78-1745E(M) 19.52''(M) 7/29/15/16523/000/0010 2 U LLJ=) zN BAYSIDE SUB N0.5 ; 17/ 29/15/06286/00 0/0010 "- CLEARWATER POINT ?° LOT 24 TOWN HOUSE ? PB 38 PG 38 P o PB 69 PG 50 Q vi 2 h ? I PREEMPTED AREA NOT TO EXCEED 30:1 I v PREEMPTED AREA ALLOWED: 3600 SF 58' 20' EXISTING AREA OF DOCKS: 1783 SF AREA TO BE REMOVED: (-1783,SF I 13 TOTAL: 0 PROPOSED ro AREA OF DOCK: 687 SF i AREA OF SLIPS: 2893 SF TOTAL PREEMPTED AREA: 3580 SF ee I I PREEMPTED AREA REMAINING: 20 SF w r WATERFRONT WIDTH 120 LF 27' I I WATERWAY WIDTH 665 LF , I PROPOSED SOVEREIGN SUBMERGED + I 72 I PREEMPTED AREA/LAND LEASE ZI J Z 0. Q I ' r 0 I > a z I yr a i r 0'-6" 15' 54'-6" 120' N DECK EXISTING i BE TO REMOVED !^.. • • e % a a - a r c • © ?- 0 ;PE>:TBN LCLAR`S`bN?,'Is • ;. Is, P. E. No.163 3 WATERLINE CONSTRUCTION borside Condominiums H Ash Engineering, I nc DARE: o,},7-m L : WATERLIN6,CDNSTRU¢flt?N .SRc. N 4408 G d A or 4902 Eieenhowe ewdsuit 380 . PREEMPTED AREA PRQ -?? W ve. ra y Tampa FL 33814 706 Bc?ywoy B/vd 813 mc832329CN0MDI3 7a80? 88983383F4873 8897 813 z SCALE 1 =20' os,o,F ATERLINE CONSTRUCTION, INC. 813-808-1977 Clearwater FL 33767 . .. . ww«.ean?m?aa.oom 17 T 19 .S R 15 E PACE) OF 70 Pages 7 Y'Sk ALL FRAMING MATERIAL WILL BE .40 CCA TREATED 2 w --- 16' F2'- 6 13' I T 12'- r2'- 6 6" 12'-6" T 13' a 0 DECKING WILL BE 2"X6" 2"X10" SILLS w #1 PINE EE AND WILL BE WILL BE BOLTED SCREWED WITH STAINLESS WITH 5/B" STEEL SCREWS. o o GALVANIZED o 0 o ELEV. +11.58' BOLTS. ALL JOIST WILL BE 2"X10" SPACED 18" ON EXISTING CENTER. JOIST WILL BE SEAWALL ? OOT ID . ON THE ELEV. +4.98' ELEV. -4.77 A MIN. C NETRATIO PROFILE (SECTION A-A) ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1 ABOVE MHWL WATERLINE CONSTRUCTION Horbors/de Condominiums Ash Engineering, Inc. PRA'7LE 4408 Grady Ave. N 4902 El-h- Blvd, SWm 380 W A TER LINE Tampa FL 33614 706 B oywoy B/ vd a 3 889933 3. CAg8803 SCALE 1'=10' CONSTRUCTION, INC. 813-806-1977 C1&orwot&r FL 33767 ..?h•?.?•.?9. 17, r2.9 Sy R 15 ELEV. -9.21 I1=11 - '??gt?tttttt+ % • ?/ 1 T?B N-0 LA tSON?P.E. P.E.G. f'YQo.16313?v DATE: 01-17-07 FI RLINE•CONSTRUCTION, ?JC.? PROJECT NUMBER CADD °FILE r' 05101F PAGE 0 OF +10 Pages ALL FRAMING MATERIAL WILL BE .40 CCA TREATED 20' 5' 41' CATWALK ACCESS COMMON WALWAY " DECKING WILL BE 2"X6" WALKWAY 12' 2'- 6 12' O 2'- 12' 6 " 15'--? BOAT SLIP #1 PINE EE AND WILL BE AT SLIP BOAT SLIP B BOAT SLIP SCREWED WITH STAINLESS CATWALK CATWALK STEEL SCREWS. ° o ° L=i ELEV. +11.58' I I I I ELEV. +9.98 I ELEV. +4.98' ALL JOIST WILL BE 2"X1o" SPACED 1B" ON 2"X1D" SILLS WILL BE CENTER. JOIST WILL BE BOLTED WITH V_ A GV V. +1.31' DOUBLED ON THE GALVANIZED BOLTS. OUTSIDE. GVD APPROX, W V. -1.69' ALL PILINGS TO BE 2.5 CCA TREATED AND ENCASED IN PVC WRAP TO 1' ABOVE MHWL III I II III III-III I -I I- - - - - III--III--III- I-III-III-III - - - I-III-III-III DOCK PILINGS TO - I. I ?-III I - I-IIII--III--I II El - ii 11=11 I I IuFr PILINGS TOI I III-I i=1 I=1I III-III-III -III I III-III-III-III III-III-III-I I I HAVE A MIN. OF - TRATION -III-I I ' P N _ IIII _HAVE A MIN. OF -III III III III I _ -I I I-I I I-III -III -IIIIII -III-III-III 6 E E I-?-?-? I-III I - I-I I-I I I-I I-I I I 8' PENETRATION -1 I III-?-?-1 I I I I-1 I-I I-1 I III--I I I=I I I-III- L , - I I E9 I-I I I-I I I III-III-III -III -I I I-I I I I I-I I I-I I II III-III-III-1 I -II I I-III-1 I - A IIIII I-II I II I-I I I- I I I-1 I I-I I I-I I -I I I-I I II I I-I IIIIII-IIIIIIII-III-I f I I MI I I-I I I -I I -1 I - III-III-III-1 I-III - - I- III-III-I 1 f?l BitJ'I ?'11, CROSS-SECTION B -B ;??:?••••A??? EN' CI RSO)%C P.EC IREUI3 . L- E7-No 1=3 . WATERLINE CONSTRUCTION dominiums id C N b inc Ash Engineering DATE: 01-17-07 FILEf WATERLINE CONSTRUCTION,iIN d A N 4408 G on e ors ar , . SWm 380 4902 Elaenhaver BNd BOSS- SECAGYV PROJECT NUMBER ; . ,CADD FILE ?/ A E ra y ve. Tampa FL 33814 706 z3 C7 Bl vd . T.," 33834 8323 3 813180.8899 Fax: 813.280.8891 SCALE I `=10' 05101F I E R L I N CONSTRUCTION, INC. 813-808-1977 Cleorwoter FL 33767 .•??m???a. 17, T?9 $ R 15 PAGE OF 10 Pages 0 J ,F. w_ PROPOSED NEW SLIPS: 1 WET SLIP FOR BOATS LESS THAN 28' 3 SLIPS FOR BOATS LESS THAN 24' 4 SLIPS FOR BOATS LESS THAN 20' TOTAL: 8 SLIPS NOTES: 1) ALL BOATS ARE PRIVATELY OWNED RECREATIONAL VESSELS 2) ALL BOATS TO BE PERMANENTLY MOORED 3) MAX. BOAT LENGTH IS 28' WITH A DRAFT OF 3' 4) ALL SLIPS ARE BOW-IN ONLY MANATEE AWARNESS SIGN PUBLIC INTEREST CRITERIA: a -RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE EASTERN SIDE OF ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE PLANTED SLIP 5 ON THE RIPRAP AND SPACED THREE FEET ON CENTER. a -SHALLOW AREAS THAT ARE SHADOWED BY EXISTING r) I STRUCTURES WILL BECOME MUD FLATS EXPOSED TO CATV SUNLIGHT. l- -MANGROVES MAY BE TRIMMED TO PREVENT t SLIP 6 a OVERGROWTH. -SEVEN BAY BALLS WILL BE PLACED BENEATH THE I WESTERN SIDE OF DOCK TO INCREASE HABITAT i a 2'-6" SLIP 7 14' 12' 12' 12 j w TS CA , ¢a 0 < Q SLIP 8 20' °_ , ? N 2 Sao SLIP 1 4 < SLIP 2 SLIP 3 < SLIP 4 S° PALLET BALLS Q Q COMMON (2 TOTAL) PILING CJ SUPER BALLS (5 TOTAL) o ? WALKWAY ACCESS WALKWAY f b r ---30' r 1 12, J I C 2'- 6' r1 -? I 12' 1 72' 12' 1 59' wNl WIN _2-6 rD PROPOSED RIPRAP AND THREE-GALLON D 12' SIZE RED MANGROVES z PLANTED 3 FEET ON r CENTER rz I M Y16 MUD FLATS WILL BE EXPOSED TO SUN r ,%%° N .?. EXISTING SEAWALL ' °p'-6" L5'-l 54'-6"- 120' a WATERLINE CONSTRUCTION Harbors/de Condominiums Ash Engineering, Inc. 4408 Grady Ave. N 7O6 BG7ywOy B/ VGA eT4902 - °e•"''°"•'-M BNd SAW 380 0 WATERLINE -?? Tampa FL 33614 , "F?;;.?83 CONSTRUCTioN, INC. 813-808-1977 Clearwater FL 33767 .•??alr-d-- % W AUP C?ARSA, Pa. ? s ??L'• P. E. NoR313?,. DATE: 01-17-07 ME: WA?ERLI E f,ONSTRUCTION, INC. - -, BAY BALLS PROJECT NUMBER r. CADD FlLE SCALE 05101F •a i _ 17 r p.9 S R 15 E PAGE C OF !O Pages LA t.; ` 4T. 4 000-6,000 "- 4 e ra 6 Fae[ (1.83 5 Feet (1 52 1.3 ' 230 R'(21.4 7 (R, Goliath m) Ibs. (1,816- (1 ') 25-40 19. ) . m m) i.."'?. 2,727 kg.) . n L v 4,000-6,000 - r • super Ball 6 feet 4.5 feet Ibs (1,8 iB- 1.3 yard' 190 ft' (17.6 22-34 (1.19 m') m') (1.83 m) (1.37 m) ¢Ry, 2,727 kg.) 3,500-4,500 ' ' 150 ft i Ultra Bell 5.5 feet 4.3 feet Ibs. 0.9 yard ) 22-34 (1.68 m) (1.31 m) (1,591-2,045 (0.76 m') (13.9 m' kg.) ? f 3000-4200 t nS Reel Bal! 6 feet 3.8 feet lb.. 0.75 yard' 130 R' 22 34 ' ' ) (12.1 m ) PUBLIC INTEREST CRITERIA: m„q +x', r • € a.83 m) a.16 m) (93'4-1,909 (o.57 m slow, 1500-2200 4 feet 2.9 feet Ibs. 0.33 yard' 75 ft' A 2'X20' FOOT WALL OF RIPRAP WILL BE PLACED BETWEEN THE DOCK AND SEAWALL ON THE panetean (lag m) (0.88 m) (6682-1,000 (0.25 m') (7.0 m2) 17-24 EASTERN SIDE OF THE ACCESS WALKWAY. THREE-GALLON SIZE RED MANGROVES WILL BE 3feet 2feet 375-750 Ibs. 0.10 yard' 30 ft 7 -341 11-16 Bay Bah (1 ' 2 ' 6 (0.08 m ) (2.8 m ) (0,91 m) (0.61 m) PLANTED ON THE RIPRAP WITH A STIPULATION THAT THEY MAY BE TRIMMED TO AN ELEVATION erml_ear 2.5 feet 1.75 feet 15o-z6olbs. less than a THAT WILL NOT IMPEDE VISUAL CONTACT WITH BOAT SLIPS AND WILL PREVENT ENCROACHMENT 8.0 (0.76 m) (0.53 m) (68-91 kg.) 501b.bags 8-12 80 OF DOCK STRUCTURES. Lo-Pro (01 ) (04e em) (36-59 kg.) 50less 6-10 1.5 feet 1 foot 30-45 Ibs. less than 1 Oyster (0.46 m) (0.30 m) (14-20 kg.) 50 11b. be, 6-6 SHALLOW AREAS THAT ARE SHADOWED BY EXISTING STRUCTURES WILL BECOME MUD FLATS EXPOSED TO SUNLIGHT ` . SEVEN BAY BALLS WILL BE PLACED BENEATH THE WESTERN SIDE OF DOCK TO INCREASE HABITAT . -[- ' " " ' ' f ' - 6 -? ? --12 C----12 - 6 13 ? 1 6 ? '? ? 4 O sl __?L l o o ELEV. +11.58'4,,:. f. . ELEV. +4.98' 71 ? GVD APPROX. ELEV. MHWL +1.31' 00 ' 0 GVD AP X. W -1.69 III III-III ELEV. -4.77. i-I =III-III=III=_ - 111 1 1 1 1 1 1=1 I I-1 11=1 I I 11=1 11=1 11=_ ELEV. -9.21 -? =1 I 1-I 1-I I-I-I 1 I-I-III-{ III-= _ _ __ _ I I I-I I-III III-I I III-I I-II -{ I I I III-I i I-I i{ III-1 11 I-_ _-_-_ 1 4 of t• r f I - =1 I-I-I-I i-i I-I-I I-III-I I{ I-III-I 1 I-I -III-I-III- III-I 11-III-I III-III-II-I 11=1 I ..°-? ?' v " °•'., I-I I-III I I I 11 -111 III-111-111-III I I I I-I 11=1 I I-III = I 1 _ • 1 1=1 i t-I I-1 I-1 I I-I 11=1 I I-I I F1 I I F1 11 1 11=1 11=1 ? 1=1 =1 11=11 I-1 ? I- I ? 1-I ? 1-11 i -I 11-1 I I-1 11-I ? I-' ?'? ' <- I - 1 ? 1 1 11 ? ? 1 11 1 11 1 11 1 11 1 ? 1 = _ - = = = = = = = -1-1 ?-? ?,=1 1 I I?=1 I III-1 I?-111=1 I 11=1 1=1 1-1? ? 1 1=1 -I I -1 11 1 11=? I F=1 1=1 11=1 11-111- 1 -1 I ?; 1=? =111-1 I 1 -I I ? 11 ? ? =11=1 I =1 I -111=111=1 I I-III-III=1 =_ =1 1=1 1-I 1= -? _1? I-1 I-i ? I-III-I 117,1a ?- .' ?- -IIII III - I I-III-III-III-III-IIII i-III-i l IIII-III-I I rill -111-III- , ? • I I I I I I I I I-I I I-I I I-I I I-I I I I I I-I I I I 5 ?. • - .. ,? • - - - -I I I-I I - - 1=III III-III=III=III= REU CI?RSON, P ~ B N • - A . = PROFILE - = IFL'tjP.E.,No.16313.f? WATERLINE CONSTRUCTION ndominiums C id H b ineering Inc Ash En LATE' O FILE: WATERLINE CWRUCTION, INC._,. ar o ors e , g . Balm 380 4802 Basil- Blvd BAY BALLS PRQIECT NUMBER CAOD FILE - 4408 Grady Ave. N Bive ' B , Cla6B03 1' 0' ?? W Tampa FL 33814 oywO y 706 87 ??6B 33F344U3 SCALE =2 05101E A rFCONSTRUCTION, INC. 813-806-1977 CieOrWOte/' FL 33767 ww.eananm?adna.mm 17 T29 $ R 15 PAGE 0 OF /O Pages e ? a A GENERAL DOCK NOTES: 1. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT. 2. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS NOT TO EXCEED 12'. 3. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). 4. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED Y8" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED Y4". 5. ALL DOCK FRAMING OTHER THEN DECKING TO BE MINIMUM GRADE 2 LUMBER. 6. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. 7. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACQ), COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA). 8. 5/8" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE TREATMENTS. USE 3/4" STAINLESS STEEL FASTENERS ONLY (TYPE 304 OR 316). DECKING WILL BE 2"X6" #1 PINE EE AND WILL BE FASTENED ALL FRAMING MATERIAL WILL WITH STAINLESS STEEL SCREWS. -7 2'-6"?-- ' BE .40 CCA TREATED. ELEV. +11.58 ALL JOIST WILL BE 2"X10" SPACED 21 " ON CENTER. JOIST WILL BE DOUBLED ON THE OUTSIDE. ' ELEV. +4.98 . ALL PILINGS WILL BE 2.5 CCA TREATED. 2"X10" SILLS WILL PILINGS WILL BE JETTED AND HAMMER--RD BE BOLTED WITH %" ' "-- WITH A MIN. OF 6 PENETRATION. GALVANIZED BOLTS. NGVD APPROX. MHWL ELEV. +1.31' NGVD APPROX. MLWL ELEV. -0.67' ALL PILINGS TO BE ENCASED IN PVC WRAP TO 1' ABOVE MHWL T T .v. b o ACCESS COMMON CATWALK (TYPICAL) a :w WALKWAY WALKWAY REUBE°N PLkFSONJ;SP.E.C TE., P.X. No.16?13 ? .' WATERLINE CONSTRUCTION Harbors/de Condominiums Ash Engineering, Inc. zW57 elo;7av BETA/L DATE: ? FlCE: TERLINE.C9N 4pWdN_119L._ 4408 Grad Ave N 4902 El-h- B", swm 39D PROJECT NUM BER CADD FILE WATERLINE -?? y . Tampa FL 33614 706 B oyw ay B/ vC 813 :0.88904 883.280 FL 33634-632 290 8899F 0 1 889 3 87 SCALE 1 = 8' 051 01 F ' CONSTRUCTION, INC. 813-806-1977 Clearwater FL 33767 . . . ? .an..n a1 17 829 Sy R 15 E PAGE 10 OF !O Pages 0 r_ ;? a 0 CDB Meeting Date: November 21, 2006 Case Number: FLD2006-06033 Agenda Item: E3 Owner: Harborside Condominiums LLC Applicant: Mark Newkirk Representative: Janice Sands Ash, President, Ash En ineering Inc. Address: 706 Ba,vay Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: CRIGINAL REQUEST: Flexible Development approval to permit a multi-use dock for eight slips totaling 687 square feet, under the provisions of Section 3-601. CURRENT ZONING: Tourist (T) District CURRENT FUTURE LAND Resort Facilities High (RFH) Category USE CATEGORY: PROPERTY USE: Current Use: Attached dwellings (15 condominiums) Proposed Use: Multi-use dock for eight slips totaling 687 square feet (in association with an approved 15-unit condominium project) EXISTING North: Preservation District Clearwater Harbor SURROUNDING ZONING South: Tourist District Retail sales (shopping center) AND USES: East: Tourist District Attached dwellings West: Tourist District City police substation and attached dwellings ANALYSIS: Site Location and Existing Conditions: The 0.35 acres located on the north side of Bayway Boulevard, approximately 300 feet west of Gulf Boulevard. The site has approximately 135 feet of frontage on Bayway Boulevard and was formerly developed with 16 attached dwellings (Demolition Permit #BCP2005-10528 issued November 23, 2005). On June 21, 2005, the Community Development Board (CDB) denied Case No. FLD2005-03031, a proposal to permit 16 proposed attached dwellings. Based on a determination that a new proposal with greater setbacks, especially to the side and rear of the site, was a substantial change over that previously denied, the CDB approved Case No. FLD2005-07070 with eight conditions on September 20, 2005, permitting 15 attached dwellings on this site. On February 21, 2006, the CDB approved Case No. FLD2005-11110 with two conditions for the addition of a pool for the condominiums. Building Permit #BCP2006-06045 has been submitted to construct the condominium building and site improvements. A City police substation abuts the west side of this site. There are attached dwellings (townhomes and condominiums) east and west of this site on the north side of Bayway Boulevard. An existing overnight accommodation use is southwest across Bayway Boulevard at 678 S. Gulfview Boulevard has been approved to be redeveloped as a mixed use (FLD2005-07071), while a shopping center (retail sales) is south across Bayway Boulevard. Community Development Board - November 21, 2006 FLD2006-06033 -Page 1 of 5 Development Proposal: The development proposal consists of the construction of a 687 square-foot, eight wet slip multi-use dock as an amenity an approved 15-unit, condominium development on the upland portion of the subject property. The docks will be accessed via a sidewalk from the rear of the building. Pursuant to Section 3-601.C.2 of the Community Development Code, a multi-use dock is defined as any dock owned in common or used by the residents of a multi-family development, condominium, cooperative apartment, mobile home park or attached zero lot line development. However, pursuant to Section 3.601.C.3 of the Community Development Code, any multi-use dock with a deck area exceeding 500 square feet shall be treated as a commercial dock. As the proposed dock exceeds this threshold (687 square feet), the dock is treated as commercial and is subject to the relevant review criteria. Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the subject property. COMPLIANCE WITH STANDARDS: With regards to setbacks, the dimensional standards criteria set forth in Section 3-601.C.3.h of the Community Development Code state that docks shall be located no closer to any property line as extended into the water than the distance equivalent to ten percent of the width of the waterfront property line. The width of the waterfront property line is 120 feet; therefore the proposed dock must be set back from the east and west property lines a minimum of 12 feet. As proposed, the dock will be set back from the east and west property lines in excess of this requirement with distances of 30 feet and 15 feet, respectively. With regards to length, commercial docks shall not extend from the mean high water line or seawall of the subject property more than 75 percent of the width of the subject property as measured along the waterfront property line; thus the length of the dock cannot exceed 90 feet. As proposed, the dock has a length of 59 feet. The same threshold that applies to length also applies to width; therefore the width of the proposed dock cannot exceed 90 feet. The dock has a proposed width of 66 feet; thus compliance with this standard is achieved. While not consistent with existing, older and shorter docks, the proposed docks are consistent with newer docks required to meet today's Codes, wherein the length takes into account the water depth at mean lot water. Due to the design of the docks, slips 5 - 8 are oriented east/west requiring boats to maneuver between the slips and the east property line where there are adjacent slips oriented north/south. The City's Harbormaster advises that the rule of thumb for adequate maneuvering area is 1.5 times the length of the boat. Slip #5, however, can be entered either from the east or west. With only a 30-foot setback from the east property line to the closest lift, this translates into the maximum length of boats for slips 6 - 8 of 20 feet. The condominium homeowners' documents should contain provisions regarding boat length restrictions for slips 6 - 8. The following table depicts the development proposals consistency with the standards and criteria as per Section 3-601.C.3.h of the Community Development Code: Standard Proposed Consistent Inconsistent Setbacks 10% of the width of the subject East: 30 feet X (Minimum) property (12 feet) West: 15 feet X Length 5% of the width of the subject 9 feet X (Maximum) property (90 feet) Width 5% of the width of the subject 6 feet X Maximum property feet Community Development Board - November 21, 2006 FLD2006-06033 - Page 2 of 5 COMPLIANCE WITH FLEXIBILITY CRITERIA FOR COMMERCIAL DOCKS (SECTION 3- 601.C.3.a-2): The development proposal has been found to be consistent with the criteria for commercial docks. Specific responses to each of these criteria have been provided by the applicant and are included with their application. The individual criteria for commercial docks are set forth in the following table: Consistent Inconsistent 1. The proposed dock shall be subordinate to and contribute to the comfort, X convenience or necessities of the users or the occupants of the principal use of the property. 2. The proposed dock shall be in harmony with the scale and character of adjacent X properties and the neighborhood in general. 3. The proposed dock shall be compatible with dock patterns in the general vicinity. X 4. Impacts on Existing Water Recreation Activities. The use of the proposed dock X shall not adversely impact the health, safety or well being of persons currently using the adjacent waterways for recreational and/or commercial uses. Furthermore, it shall not hinder or discourage the existing uses of the adjacent waterway by uses including but not limited to non-motorized boats and motorized boats. 5. Impacts on Navigation. The existence and use of the proposed dock shall not have a X detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. 6. Docks shall be sited to ensure that boat access routes avoid injury to marine X grassbeds or other aquatic resources in the surrounding areas. 7. Docks shall not have an adverse impact upon natural marine habitats, grass flats X suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. 8. All turning basin, access channels, boat mooring areas and any other area associated X with a dock shall have adequate circulation and existing water depths to ensure that a minimum of a one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the water body at mean or ordinary low water (-0.95 NGVD datum). 9. The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling X of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement of water quality in the area in which the dock is proposed to be located. 10. The dock shall not have a material adverse impact upon the conservation of X wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest. 11. The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, X or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the City; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries. 12. Impacts on Wetlands Habitat/Uplands. The dock shall not have a material adverse X affect upon the uplands surrounding. Community Development Board - November 21, 2006 FLD2006-06033 - Page 3 of 5 • • COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3-913.A of the Community Development Code: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of August 3, 2006, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 0.35 acres located on the north side of Bayway Boulevard, approximately 300 feet west of Gulf Boulevard; 2. That the property was approved on September 20, 2005, by the Community Development Board (CDB) for the development of the upland with 15 attached dwellings (condominiums); 3. That on February 21, 2006, the CDB approved an amendment to the prior approval for the addition of a pool for the condominiums; 4. That a building permit has been submitted to construct the condominium building and site improvements; 5. That the proposal consists of the construction of a 687 square-foot, eight wet slip multi-use dock as an amenity for the 15-unit condominium development; 6. That due to the design and orientation of the docks, for slips 6 - 8 the maximum length of boats is 20 feet; 7. That the proposed docks comply with the setback, width and length standards of Section 3-601.C.3.h of the Community Development Code; 8. That the development proposal is compatible with dock patterns of the surrounding area; and 9. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the commercial dock review criteria as per Section 3-601.C.3 of the Community Development Code; and 2. That the development proposal is consistent with the General Applicability criteria as per Section 3- 913.A of the Community Development Code. Community Development Board - November 21, 2006 FLD2006-06033 - Page 4 of 5 • 0 Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application to permit a multi-use dock for eight slips totaling 687 square feet, under the provisions of Section 3-601, with the following conditions: Conditions of Approval: 1. That boats moored at the docks be for the exclusive use by the residents and/or guests of the condominiums and not be permitted to be sub-leased separately from the condominiums; 2. That signage be permanently installed on the docks or at the entrance to the docks containing wording warning boaters of the existence of protected sea grasses and manatees in the vicinity; 3. That a copy of the SWFWMD and/or FDEP Permit, Corps of Engineer's Permit and proof of permission to use State submerged land, if applicable, be submitted to the Planning Department prior to commencement of construction; and 4. That the maximum boat length for Slips 6 - 8 be 20 feet. Prior to the issuance of the first Certificate of Occupancy, a copy of the condominium homeowners' documents shall be submitted to the Planning Department showing provisions restricting boat length for these slips. Prepared by Planning Department Staff: • ?A - Wayne M. ells, AICP, Planner III ATTACHMENTS: ? Location Map ? Aerial Map ? Zoning Map ? Existing Surrounding Uses Map ? Photographs of Site and Vicinity S: (Planning DepartmenhC D BTLEX (FLD)Wending casesWp for the next CDBOayway 706 Harborside Condos Docks (T) 11.21.06 CDB - WMBayway 706 Staff Report.doc Community Development Board - November 21, 2006 FLD2006-06033 - Page 5 of 5 Resume Wayne M. Wells, AICP 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4504 wayne.wells(ii),myclearwater.com PROFESSIONAL EXPERIENCE • Planner III Planning Department, City of Clearwater, FL E November 2001 to Present As part of the Development Review Division, prepared and presented staff reports for Flexible Standard Development (staff-level cases), Flexible Development (public hearing cases) and Plats before the Development Review Committee and the Community Development Board and Development Agreements before the City Council; reviewed building permits for Code conformance; prepared and/or assisted preparation of Code amendments; provided public information (via telephone, mail, email, zoning counter or predevelopment meetings). • Zoning Coordinator Zoning Division, City of Pinellas Park, FL March 1989 to November 2001 Acting Zoning Director, Represented the Zoning Division on cases and issues before the City Council, Community Redevelopment Agency, Planning and Zoning Commission, Board of Adjustment and outside agencies; Prepared and presented staff reports for land use plan amendments, rezoned, planned unit developments, conditional uses, variances and site plans; reviewed final site plans and building permits for Code conformance; prepared and/or assisted preparation of Code amendments; provided public information (via telephone, mail, zoning counter or predevelopment meetings). : Program Manager, Zoning Branch Manatee County Department of Planning and Development June 1984 to March 1989 Bradenton, FL Trained and supervised three employees; Prepared and presented variances and appeals to the Board of Zoning Appeals; Coordinated final site plan and building permit review for Code conformance; Assisted in preparation of Code amendments; Provided public information (via telephone, mail, zoning counter or predevelopment meetings). Interim Code Enforcement Manager- Managed the Code Enforcement Section; supervised six employees; prosecuted cases before the Code Enforcement Board; investigated and prepared cases of alleged violations of land use and building codes. Planner II, Current Planning Section - Prepared and presented staff reports for rezones, planned developments, special permits, plats and mobile home parks to Planning Commission and Board of County Commissioners; reviewed final site plans and building permits for Code enforcement; assisted in preparation of Code amendments; provided public information (via telephone, mail, zoning counter or predevelopment meetings). 0 0 • Planner I Alachua County Department of Planning and Development June 1980 to June 1984 Gainesville, FL Prepared and presented staff reports for rezones and special permits to Planning Commission and Board of County Commissioners; reviewed site plans and plats for Code conformance; assisted in preparation of Code amendments; provided public information (via telephone, mail, zoning counter or predevelopment meetings). Intern - Compiled and coordinated the Alachua County Information and Data Book; drafted ordinance revisions; general research. • Graduate Assistant University of Florida Department of Urban and Regional Planning 1979 to 1981 Gainesville, FL Coordinated downtown study for Mayo, FL; coordinated graphics for. Jefferson County Comprehensive Plan. • Planning Technician Planning Division, City of St. Petersburg, FL 1977 to 1979 Prepared primarily graphics, for both publication and presentation; Division photographer for 1'/z years; worked on historic survey and report. EDUCATION Master of Arts in Urban and Regional Planning (Degree not conferred; course work completed, thesis not completed), University of Florida, 1981 Bachelor of Design in Architecture, University of Florida, 1976 LICENSES & CERTIFICATES American Institute of Certified Planners American Planning Association, Suncoast Section • w Z 3 DGRV PiaW o C.ue.- 131W WINDWARD P SAGE Y V S q 00 FIRST Sr ° 0go ?yGN TMRD ST DR yF BRIGM WATER DR FIFTH T DE SAYS! O PROJECT SITE C, SAYIy4V A s BLVD d ,r . d? er BLVD s ? Ad ss 0 Location Map Owner: Harborside Condominiums, LLC Case: FLD2006-06033 Site: 706 Bayway Boulevard Property Size(Acres): 0.35 17/29/15/06286/000/0010 PIN: through 17/29/15/06286/000/0170 Atlas Page: 285B 0 0 F: r 4 .'r • R r . w S h^? ?, , J J r _ I W Oll Aerial Map Owner. Harborside Condominiums, LLC Case: FLD2006-06033 Site: 706 Bayway Boulevard Property Size(Acres): 0.35 17/29/15/06286/000/0010 PIN: through 17/29/15/06286/000/0170 Atlas Page: 285B 0 0 P ti tom` ?`? e ZL'D / Ire Iz- 'WW9' l / MDR 1 1 ell ?T ;r 69 z- Zoning Map Owner. I Harborside Condominiums, LLC Case: FLD2006-06033 Site: 706 Bayway Boulevard Property 0.35 Size(Acres) : 17/29/15/06286/000/0010 PIN: through 17/29/15/06286/000/0170 Atlas Page: 285B 0 0 lam` 1 ? 1 / 1 Q P ice Attach ibstat? n I tfO -1b el)ffigs Social and ; -~ d; Attu hem-_1 Community ir Center Lr? 4, GyvrinigJ`it dw - , mg(odaions: , Retait-sa ` '>--_ Retail sales;ttahed ---- fi les Retoff -*les- a 5 4we1 ings Attached - - I ,' I I ?-a2q ago ti? , 5---- dwelling S e` Va /? UperQ?g?t ? $ - h a?commodatio s i?_; 1 Cs G estaura it 69 accommodatYVns_<a La Existing Surrounding Uses Map Owner. Harborside Condominiums, LLC Case: FLD2006-06033 Site: 706 Bayway Boulevard Property 0.35 Size(Acres) : 17/29/15/06286/000/0010 PIN: through 17/29/15/06286/000/0170 Atlas Page: 285B L' • II?IIII?!i ?lilll?? ? ??_ , _ -C, i , ELI S&L, id View looking northeast at subject property t View looking northeast at attached dwellings to the west of the Police Substation west of the subject property 706 Bayway Boulevard FLD2006-06033 View looking north at Police Substation to the north of the subject property View looking southwest at overnight accommodations to the southwest of the subject property Page 1 of 2 View looking east at existing docks oii the subject Rim .? mw- ? ic%r iooking ?Ncst i t docks at City Police Substation directly west of subject property View looking east at docks directly east of subject property 706 Bayway Boulevard FLD2006-06033 IF- 1 IL a- f View looking west at existing docks on the subject prol?ci'ty View looking north at properties across the water on Bayside Drive Page 2 of 2 View looking west at docks two parcels west of subject property i i 817Tj}? i . ?* Fire Condition 0 Oconditions Associated With FLD2006-06033 706 BAYWAY BLVD COMMON James Keller 0748/2006 Must meet NFPA 303, dock hose valve must be tied to the discharge side of the fire pump and Not Met meet NFPA 10, for fire extinguisher requirements. Harbor Master Condition Wayne Wells, AICP 562-4327 x3062 727-562-4504 07/21/2006 Per Bill Morris - The Aerial Map figure 6.0 does not appear to scale as it does not seem to leave Not Met room for the boats to get out of the easterly set of slips. I think it is just a scale problem. Using the Plan View, while I do not see a problem for navigation in the waterway, I have a concern where the maximum length 28 foot boat is going to be. The docks for slips 5, 6, 7 and 8 are all about 30 feet off the adjoining extended property line. Only the end slip slip 5 can be entered from either side. Slips 6, 7 and 8 all have only 30 to 35 feet to the extended property line. The "recommended" amount of space to maneuver is 1.5 times the length of the vessel. Slips 2, 3 and 4 are fine, as they have ample room to enter and maneuver. It may not be a problem; it depends on the length of the boats in the slips 6, 7 and 8 and the direction that the boat in slip 5 enters from. Zoning Condition Wayne Wells, AICP 727-562-4504 06/26/2006 10/15/06 - WW Not Met The response to comments letter dated 9/29/06 states that the correct width is 68 feet and to look at Attachment E. When I read the response to criteria h.iii, it still says 66 feet. When I also look at Attachment C, Sheet 7 of 10, the numbers add up to 66 feet, but it dimensioning doesn't go to the end of the western catwalk, only the middle of the catwalk. Revise Attachment E, criteria h.iii response and Attachment C, Sheet 7 of 10, to indicate the proper width of the dock. 6/26/06 - WW Based on the scale of the drawings, the width of the docks is 68 feet, not 66 feet as indicated in the response in Attachment D to criteria h.iii. Confirm width. Revise the response as appropriate. 10/15/2006 Understanding the HarborMaster's prior comments regarding the length of boats in Slips 5-8, and Not Met the response to comments in the letter of 9/29/06, how will the length of boats be regulated? You stated that the maximum lenght will be 20 feet in Slips 5-8. Who is going to regulate (permit and enforce) the length of boats in these slips? Will this be in the condominium homeowners' documents? If so, then a copy of the recorded condominium homeowners' documents will need to be submitted prior to the issuance of the first certificate of occupancy for the condominiums. Provide documentation that, if this is the case, that the owners will place this restriction in the condominium homeowners' documents. Print Date: 10/15/2006 CaseConditons Page 1 of 1 0 9 Wells, Wayne From: Wells, Wayne Sent: Sunday, October 15, 2006 5:03 PM To: Keller, James Subject: FLD2006-06033, 706 Bayway Blvd. Jim - With regard to the above referenced project, which has been resubmitted desiring to go to the November CDB meeting (see cases for resubmittal review on the cabinets outside of Room 216 in our office), you wrote the following comment: Must meet NFPA 303, dock hose valve must be tied to the discharge side of the fire pump and meet NFPA 10, for fire extinguisher requirements. They have submitted a response with their resubmittal, but, as a question, the dock guys don't have too much control on the upland development. It would seem that you should be making this comment on BCP2006-06045, which is the building permit to construct the shell condominium building. I do not see this type of comment on the Fire review of BCP2006-06045. Potentially you should add the comment to your review of this building permit. How does this sound? Per an email from Sherry Watkins to the DRC members regarding the resubmittal, I would appreciate it if you could review this resubmittal by 10 am on Wednesday, October 18th. Thanks. Wayne 0 0 Wells, Wayne From: Rice, Scott Sent: Friday, October 13, 2006 1:59 PM To: Wells, Wayne Subject: FLD2006-06033 - 706 BAYWAY Permit Plan updated. No approval conditions. D. Scott Rice, PE Assistant Engineering Director 727-562-4781 0 0 Wells, Wayne From: Watkins, Sherry Sent: Thursday, October 19, 2006 9:27 AM To: Ready, Cky; Wells, Wayne; Reynolds, Mike; Tefft, Robert; Schodtler, John Subject: FW: resubmitted for the November 21, 2006 CDB meeting Sherry L Watkins Planning Department Administrative Analyst (727) 562-4582 shemj.watkins@mycleanvater.com -----Original Message----- From: Keller, James Sent: Thursday, October 19, 2006 9:24 AM To: Watkins, Sherry Subject: RE: resubmitted for the November 21, 2006 CDB meeting Sherry, Here is my list. Jim Keller FYI -----Original Message----- From: Watkins, Sherry Sent: Thursday, October 12, 2006 2:13 PM To: Buzzell, William; DRC Members; Gluski, Roberta; Hufford, Diane; Reid, Debbie; US Post Office (E-mail) Subject: resubmitted for the November 21, 2006 CDB meeting Importance: High DRC Members, Plans for the following cases have been resubmitted for the November 21, 2006 CDB meeting: ANX2006-08029 1504 Country Lane West Planner: Mike Reynolds [Keller, James] No Issues LUZ2006-08004 1980 Kings Hwy Planner: Mike Reynolds [Keller, James] No Issues ANX2006-09034 1824 Diane Drive Planner: Cky Ready [Keller, James] No Issues ANX2006-04013 1432 S Belcher Rd Planner: Cky Ready [Keller, James] No Issues ANX2006-06024 2295 McMullen Booth Rd Planner: Cky Ready [Keller, James] No Issues ANX2006-08027 1300 Highfield Drive Planner: Cky Ready [Keller, James] No Issues LUZ2006-08005 2295 McMullen Booth Rd Planner: Cky Ready [Keller, James] No Issues ANX2006-08028 2031 N Betty Lane Planner: Cky Ready [Keller, James] No Issues ANX2006-08030 1216 Claire Drive Planner: Cky Ready [Keller, James] No Issues ANX2006-09031 222 N Belcher Rd Planner: Cky Ready [Keller, James] No Issues ANX2006-09032 1240 Carol Drive Planner: Cky Ready [Keller, James] No Issues ANX2006-09033 1232 Claire Drive Planner: Cky Ready [Keller, James] No Issues DVA2006-00001 / FLD2006-05030 410 N Ft Harrison Planner: Robert Tefft [Keller, James] No Issues FLD2006-08047 19400 US Highway 19 N Planner: John Schodler [Keller, James] No Issues FLD2006-06041 601 N Ft Harrison Avenue Planner: Robert Tefft [Keller, James] Not Met FLD2006-06033 706 Bayway Blvd Planner: Wayne Wells [Keller, James] No Issues FLD2006-05032 921 Lakeview Road Planner: Wayne Wells [Keller, James] No Issues I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have these cases reviewed, if possible by 10:00 am on, Wednesday, October 18, 2006 . Thank you, Sherry L Watkins • • Wells, Wayne From: Morris, William D. Sent: Tuesday, October 17, 2006 11:00 AM To: Wells, Wayne Cc: Yellin, Catherine Subject: RE: FLD2006-06033, 706 Bayway Blvd. Wayne, My comment has been satisfied and provided they abide by the conditions they have established in their comments as listed as their response below, I do not see this as a problem for navigation or out of character for the adjoining properties along Bayway. That give you what you need? Thanks for the copies, Bill M -----Original Message----- From: Wells, Wayne Sent: Sunday, October 15, 2006 4:54 PM To: Morris, William D. Cc: Yellin, Catherine Subject: FLD2006-06033, 706 Bayway Blvd. Bill - A revised application was resubmitted for the above referenced application. They are wanting to be placed on the November CDB agenda. Your comment on the initial application was: The Aerial Map figure 6.0 does not appear to scale as it does not seem to leave room for the boats to get out of the easterly set of slips. I think it is just a scale problem. Using the Plan View, while I do not see a problem for navigation in the waterway, I have a concern where the maximum length 28 foot boat is going to be. The docks for slips 5, 6, 7 and 8 are all about 30 feet off the adjoining extended property line. Only the end slip slip 5 can be entered from either side. Slips 6, 7 and 8 all have only 30 to 35 feet to the extended property line. The "recommended" amount of space to maneuver is 1.5 times the length of the vessel. Slips 2, 3 and 4 are fine, as they have ample room to enter and maneuver. It may not be a problem; it depends on the length of the boats in the slips 6, 7 and 8 and the direction that the boat in slip 5 enters from. Their response is: The Aerial Map figure 6.0 was not to scale; please see Attachment D - Location Maps for a revised Aerial Map drawn to scale. The maximum length 28 ft. boats will be in Slip 1 only. Slips 5, 6, 7 and 8 will be 20 ft. maximum length boats only and will therefore have the recommended 1.5 times the length of the vessel to enter and maneuver. I will send over a copy of the Attachments C and D through interoffice mail Monday morning (you may keep this that I send to you). If you could look at it and see if your comment has been satisfied, email me with your response. If you could let me know by noon on Wednesday, October 18th, I would appreciate it. Wayne • • Wells, Wayne From: Morris, William D. Sent: Monday, October 16, 2006 7:58 AM To: Wells, Wayne Cc: Yellin, Catherine Subject: RE: FLD2006-06033, 706 Bayway Blvd. Wayne; I talked to the dock designer who put the initial package together (over the phone to his office). When I had shown him the original diagrams he understood my concerns and said the drawing would be corrected as it seems to be in the response indicated below. I feel the lengths should be conditions so somewhere down the road the boat sizes do not increase and start to encroach on the adjoining properties by impacting the ability to maneuver safely in and out of the slips. Thanks, I'll take a look at the diagrams but based on what you provided I do not think my comments will change. I will be out of the office Wednesday, have one more minor back surgery at 8 AM, should be home by 11-11:30 and reachable online or by phone. Bill M -----Original Message----- From: Wells, Wayne Sent: Sunday, October 15, 2006 4:54 PM To: Morris, William D. Cc: Yellin, Catherine Subject: FLD2006-06033, 706 Bayway Blvd. Bill - A revised application was resubmitted for the above referenced application. They are wanting to be placed on the November CDB agenda. Your comment on the initial application was: The Aerial Map figure 6.0 does not appear to scale as it does not seem to leave room for the boats to get out of the easterly set of slips. I think it is just a scale problem. Using the Plan View, while I do not see a problem for navigation in the waterway, I have a concern where the maximum length 28 foot boat is going to be. The docks for slips 5, 6, 7 and 8 are all about 30 feet off the adjoining extended property line. Only the end slip slip 5 can be entered from either side. Slips 6, 7 and 8 all have only 30 to 35 feet to the extended property line. The "recommended" amount of space to maneuver is 1.5 times the length of the vessel. Slips 2, 3 and 4 are fine, as they have ample room to enter and maneuver. It may not be a problem; it depends on the length of the boats in the slips 6, 7 and 8 and the direction that the boat in slip 5 enters from. Their response is: The Aerial Map figure 6.0 was not to scale; please see Attachment D - Location Maps for a revised Aerial Map drawn to scale. The maximum length 28 ft. boats will be in Slip 1 only. Slips 5, 6, 7 and 8 will be 20 ft. maximum length boats only and will therefore have the recommended 1.5 times the length of the vessel to enter and maneuver. I will send over a copy of the Attachments C and D through interoffice mail Monday morning (you may keep this that I send to you). If you could look at it and see if your comment has been satisfied, email me with your response. If you could let me know by noon on Wednesday, October 18th, I would appreciate it. Wayne Wells, Wayne From: Watkins, Sherry Sent: Monday, October 16, 2006 9:13 AM To: Planning Subject: FW: resubmitted for the November 21, 2006 CDB meeting Shemj L Watkins Planning Department Administrative Analyst (727) 562-4582 sheen,/. watkins @myclearzva ter. com -----Original Message----- From: Reid, Debbie Sent: Monday, October 16, 2006 9:09 AM To: Watkins, Sherry Subject: RE: resubmitted for the November 21, 2006 CDB meeting Sherry, please see input below. Thanks! Debbie O -----Original Message----- From: Watkins, Sherry Sent: Thursday, October 12, 2006 2:13 PM To: Buzzell, William; DRC Members; Gluski, Roberta; Hufford, Diane; Reid, Debbie; US Post Office (E-mail) Subject: resubmitted for the November 21, 2006 CDB meeting Importance: High DRC Members, Plans for the following cases have been resubmitted for the November 21, 2006 CDB meeting: ANX2006-08029 1504 Country Lane West Planner: Mike Reynolds [Reid, Debbie] Met LUZ2006-08004 1980 Kings Hwy Planner: Mike Reynolds [Reid, Debbie] Met on zoning (but would need to review any future projects on this site) ANX2006-09034 1824 Diane Drive Planner: Cky Ready [Reid, Debbie] Met ANX2006-04013 1432 S Belcher Rd Planner: Cky Ready [Reid, Debbie] Met ANX2006-06024 2295 McMullen Booth Rd Planner: Cky Ready [Reid, Debbie] Met ANX2006-08027 1300 Highfield Drive Planner: Cky Ready [Reid, Debbie] Met LUZ2006-08005 2295 McMullen Booth Rd Planner: Cky Ready [Reid, Debbie] Met on zoning (but would need to review any future projects on this site) ANX2006-08028 2031 N Betty Lane Planner: Cky Ready [Reid, Debbie] Met ANX2006-08030 1216 Claire Drive Planner: Cky Ready [Reid, Debbie] Met ANX2006-09031 222 N Belcher Rd Planner: Cky Ready [Reid, Debbie] Met ANX2006-09032 1240 Carol Drive Planner: Cky Ready [Reid, Debbie] Met ANX2006-09033 1232 Claire Drive Planner: Cky Ready [Reid, Debbie] Met DVA2006-00001 / FLD2006-05030 410 N Ft Harrison Planner: Robert Tefft [Reid, Debbie] Not met - our fees need to be paid prior to building permit and/or plat FLD2006-08047 19400 US Highway 19 N Planner: John Schodler [Reid, Debbie] Met FLD2006-06041 601 N Ft Harrison Avenue Planner: Robert Tefft [Reid, Debbie] Not met - our fees need to be paid prior to building permit and/or plat 1 f ` 0 • FLD2006-06033 706 Bayway Blvd Planner: Wayne Wells [Reid, Debbie] Met FLD2006-05032 921 Lakeview Road Planner: Wayne Wells [Reid, Debbie] Met I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have these cases reviewed, if possible by 10:00 am on, Wednesday, October 18, 2006 . Thank you, Sherry L Watkins Planning Department Administrative Analyst (727) 562-4582 sherry. watkins @myclearwa ter. com 0 0 Wells, Wayne From: Watkins, Sherry Sent: Thursday, October 12, 2006 2:13 PM To: Buzzell, William; DRC Members; Gluski, Roberta; Hufford, Diane; Reid, Debbie; US Post Office (E-mail) Subject: resubmitted for the November 21, 2006 CDB meeting Importance: High DRC Members, Plans for the following cases have been resubmitted for the November 21, 2006 CDB meeting: ANX2006-08029 1504 Country Lane West Planner: Mike Reynolds LUZ2006-08004 1980 Kings Hwy Planner: Mike Reynolds ANX2006-09034 1824 Diane Drive Planner: Cky Ready ANX2006-04013 1432 S Belcher Rd Planner: Cky Ready ANX2006-06024 2295 McMullen Booth Rd Planner: Cky Ready ANX2006-08027 1300 Highfield Drive Planner: Cky Ready LUZ2006-08005 2295 McMullen Booth Rd Planner: Cky Ready ANX2006-08028 2031 N Betty Lane Planner: Cky Ready ANX2006-08030 1216 Claire Drive Planner: Cky Ready ANX2006-09031 222 N Belcher Rd Planner: Cky Ready ANX2006-09032 1240 Carol Drive Planner: Cky Ready ANX2006-09033 1232 Claire Drive Planner: Cky Ready DVA2006-00001 / FLD2006-05030 410 N Ft Harrison Planner: Robert Tefft FLD2006-08047 19400 US Highway 19 N Planner: John Schodler FLD2006-06041 601 N Ft Harrison Avenue Planner: Robert Tefft FLD2006-06033 706 Bayway Blvd Planner: Wayne Wells FLD2006-05032 921 Lakeview Road Planner: Wayne Wells I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for the CDB mail out). Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have these cases reviewed, if possible by 10:00 am on, Wednesday, October 18, 2006. Thank you, Shemj L Watkins Planning Department Administrative Analyst (727) 562-4582 sherryry. watkins@mycleanvater.com i • R F -' 706 BAYWAY BLVD COMMON 3'15 pm Case Number: FLD2006-06 Owner(s): Bel Crest Condo Inc SO6 3 6 706 Bayway Blvd 6 4, Clearwater, F133767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Dplrsac Representative: Ash Engineering, Inc. G A 4902 Eisenhower Blvd Ste 380 f h*M& Tampa, F133634-6323 TELEPHONE: 813-290-8899, FAX: 813-290-8891, E-MAIL: jash@ashengineering.com Location: 0.35 acres located on the north side of Bayway Boulevard, approximately 3 00 feet west of Gulf Boulevard. Atlas Page: 285A Zoning District: T, Tourist Request: Flexible Development approval to permit a multi-use dock for eight slips totaling 687 square feet, under the provisions of Section 3-601. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Clearwater Beach Association Association(s): Clearwater, Fl 33767 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamurphy@aol.com Neighborhood Island Walk Condominium Association(s): Clearwater, F133767 690 Island Way #239 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Clearwater Key Association Association(s): Clearwater, Fl 33767 1451 Gulf Blvd 203 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Sand Key Civic Association Association(s): Clearwater, F134630 Po Box 3014 TELEPHONE: 727-593-1462, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Neil Thompson, Scott Rice, Jim Keller Applicant: Robert Toth The DRC reviewed this application with the following comments: General Engineering: 1 . No Issues. Environmental: 1 . 1. Provide copies of SWFWMD and/or FDEP Permit, Corps of Engineer's Permit and Submerged Land Lease prior to the commencement of construction and/or building permit. 2. Recommendation to use dock-building materials for maximum penetration of light in boardwalks http: //www.pinellascounty. org/Environment/pagesHTML/pdfs/Referenced.pdf Fire: 1 . Must meet NFPA 303, dock hose valve must be tied to the discharge side of the fire pump and meet NFPA 10, for fire extinguisher requirements. Harbor Master: Development Review Agenda - Thursday, August 3, 2006 - Page 46 1 . Per Bill Morris - The Aerial Map figure 6.0 does not appear to scale as it does not seem to leave room for the boats to get out of the easterly set of slips. I think it is just a scale problem. Using the Plan View, while I do not see a problem for navigation in the waterway, I have a concern where the maximum length 28 foot boat is going to be. The docks for slips 5, 6, 7 and 8 are all about 30 feet off the adjoining extended property line. Only the end slip slip 5 can be entered from either side. Slips 6, 7 and 8 all have only 30 to 35 feet to the extended property line. The "recommended" amount of space to maneuver is 1.5 times the length of the vessel. Slips 2, 3 and 4 are fine, as they have ample room to enter and maneuver. It may not be a problem; it depends on the length of the boats in the slips 6, 7 and 8 and the direction that the boat in slip 5 enters from. Legal: 1 . No issues. Land Resources: 1 . No Issues. Landscaping: 1 . No issues. Parks and Recreation: 1 . No issues - replacement of docks with dock/boatslips. Stormwater: 1 . No Issues Solid Waste: I . No issues. Traffic Engineering: 1 . No Issues. Planning: 1 . Response to General Applicability criteria #4 - Unclear how "having fewer boat slips than upland units decreases the navigational hazard of the dock by occupying a smaller area minimizes the amount of boat traffic asociated with the upland units." Expound, especially from the navigational hazard aspect. 2. Based on the scale of the drawings, the width of the docks is 68 feet, not 66 feet as indicated in the response in Attachment D to criteria h.iii. Confirm width. Revise the response as appropriate. 3. Provide the value of the dock improvements. 4. Revise the "proposed use(s) and size(s)" on Page 1 of the application from "to serve thirteen (13) upland condomium units" to "to serve fifteen (15) upland condomium units". 5 . Revise the response to General Applicability criteria #4 from 13 units to 15 units. 6. In accordance with prior reviews on other dock projects, the main north/south access walkway to slips 5-8 and the main east/west common walkway to slips 1-4 need to be handicap accessible per the Fair Housing Act, as this is a common element. Provide/show how this will be accomplished in conjunction with the upland development. Other: No Comments Notes: To be placed on the 9/19/06 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 8/10/06. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, August 3, 2006 - Page 47 3:15 pm t Case Number: FLD2006-06033 -- 706 BAYWAY BLVD COMMON • 4 Owner(s): Bel Crest Condo Inc 706 Bayway Blvd Clearwater, F133767 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email DRt TELEPHONE: 813-290-8899, FAX: 813-290-8891, E-MAIL: jash@ashengineering.com Location: 0.35 acres located on the north side of Bayway Boulevard, approximately 300 feet west of Gulf Boulevard. Atlas Page: 285A Representative: Ash Engineering, Inc. 4902 Eisenhower Blvd Ste 380 Tampa, F133634-6323 Zoning District: T, Tourist Request: Flexible Development approval to permit a multi-use dock for eight slips totaling 687 square feet, under the provisions of Section 3-601. Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Clearwater Beach Association Association(s): Clearwater, FI 33767 Association(s): Clearwater, Fl 33767 690 Island Way #239 TELEPHONE: No Phone, FAX Neighborhood Clearwater Key Association Association(s): Clearwater, F133767 1451 Gulf Blvd 203 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamurphy@aol.com Neighborhood Island Walk Condominium No Fax, E-MAIL: No Email TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Sand Key Civic Association Association(s): Clearwater, Fl 34630 Po Box 3014 TELEPHONE: 727-593-1462, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Jim Keller Applicant: Janice Ash, Sam Meyers The DRC reviewed this application with the following comments: General Engineering: 1 . No Issues. Environmental: 1 . 1. Provide copies of SWFWMD and/or FDEP Permit, Corps of Engineer's Permit and Submerged Land Lease prior to the commencement of construction and/or building permit. 2. Recommendation to use dock-building materials for maximum penetration of light in boardwalks http://www.pinellascounty. org/Environment/pagesHTML/pdfs/Referenced.pdf Fire: 1 . Must meet NFPA 303, dock hose valve must be tied to the discharge side of the fire pump and meet NFPA 10, for fire extinguisher requirements. Harbor Master: Development Review Agenda - Thursday, August 3, 2006 - Page 46 Per Bill Morris - 1 e Aerial Map figure 6.0 does not appear to scalit does not seem to leave room for the boats to get out of the easterly set of slips. I think it is just a scale problem. Using the Plan View, while I do not see a problem for navigation in the waterway, I have a concern where the maximum length 28 foot boat is going to be. The docks for slips 5, 6, 7 and 8 are all about 30 feet off the adjoining extended property line. Only the end slip slip 5 can be entered from either side. Slips 6, 7 and 8 all have only 30 to 35 feet to the extended property line. The "recommended" amount of space to maneuver is 1.5 times the length of the vessel. Slips 2, 3 and 4 are fine, as they have ample room to enter and maneuver. It may not be a problem; it depends on the length of the boats in the slips 6, 7 and 8 and the direction that the boat in slip 5 enters from. Legal: No issues. Land Resources: 1 . No Issues. Landscaping: 1 , No issues. Parks and Recreation: 1 . No issues - replacement of docks with dock/boatslips. Stormwater: I , No Issues Solid Waste: 1 . No issues. Traffic Engineering: I , No Issues. Planning: 1 . Response to General Applicability criteria #4 - Unclear how "having fewer boat slips than upland units decreases the navigational hazard of the dock by occupying a smaller area minimizes the amount of boat traffic asociated with the upland units." Expound, especially from the navigational hazard aspect. 2. Based on the scale of the drawings, the width of the docks is 68 feet, not 66 feet as indicated in the response in Attachment D to criteria h.iii. Confirm width. Revise the response as appropriate. 3 . Provide the value of the dock improvements. 4. Revise the "proposed use(s) and size(s)" on Page I of the application from "to serve thirteen (13) upland condomium units" to "to serve fifteen (15) upland condomium units". 5. Revise the response to General Applicability criteria #4 from 13 units to 15 units. 6. In accordance with prior reviews on other dock projects, the main north/south access walkway to slips 5-8 and the main east/west common walkway to slips I-4 need to be handicap accessible per the Fair Housing Act, as this is a common element. Provide/show how this will be accomplished in conjunction with the upland development. Other: No Comments Notes: To be placed on the 9/19/06 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 8/10/06. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, August 3, 2006 - Page 47 Pinellas County Property Appoer Information: 17 29 15 05004 001 It Page 2 of 5 17 / 29 / 15 / 08280 / 999 / 0010 23-Jun-2006 Jim Smith, CFA Pinellas County Property Appraiser 07:57:03 Ownership Information Uacant Property Use and Sales HARBORSIDE CONDOMINIUMS LLC OBK: 14622 OPG: 1604 9390 N GLORIA AUE STE 104 TAMPA FL 33612 EVAC: A EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2005, based on Census Tract: 260.02 sales from 2003 - 2004: 0 Sale Date OR Book/Pa ge Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 0/ 0 0 { ) 1986: Book 092 Pgs 070-071 0 /0 01 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { } 2005 Value EXEMPTIONS Just/Market: 131,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 131,600 Institutional Exem: NO Tax Exemp t %: .000 Historic Exem: 0 Taxable: 131,600 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price U nits Meth 05 Taxes: 3,058.02 1) 20 x 40 .10 1.00 T Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 3,058.02 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 3,058.02 Short Legal BEL CREST CONDO BT SLIP S i THRU 5 Description Building Information http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 6/23/2006 Pinellas County Property App 6 er Information: 17 29 15 05004 001 04 17 / 29 / 15 / 00280 / 999 / 0010 Page 3 of 5 23-Jun-2006 Jim Smith, CFA Pinellas COunty Property Appraiser 07:57:03 Vacant Parcel Property Use: 245 Land Use: 00 VacariT ExTra F a urns Description Dimensions Price 1) BOAT SLIP 30,000.00 2) BT LFTIOAU 7,000.00 3) .00 4) .00 5) .00 6) .00 Units Value RCD Year 5 150,000 150,000 111 1 7,000 4,970 1,995 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL RECORD VALUE: 154,970 Map With Property Address (non-vacant) F*1 Fil ® Tr FQ FQ http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 6/23/2006 Pinellas County Property Ap*er Information: 17 29 15 05004 001 Of Page 4 of 5 )565 +58922 L 06286? ALE 16523 X04-` 700 gI B I I 724 YB yVAY E Of Y 678 L Ar ' U? BLVD AY B?1.Y?N 00 U 1fQ w BLVD L 0 040 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 6/23/2006 Pinellas County Property Ap per Information: 17 29 15 05004 001 ( ) Pm,c 5 of 5 r,?J- Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&... 6/23/2006 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, November 21, 2006, beginning at 1:00 PM, in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. Triangle Old Bay Holdings, LLC, Church of Scientology Flag Service Organization, Georgia Street Properties, LLC and 302-308 N Osceola Properties LLC (Thomas Coates, Triangle Development) are requesting Flexible Development approval for a mixed-use development within the Downtown (D) District consisting of 358 attached dwellings and 13,235 sq ft of non-residential floor area with increases in ht to 48 ft (east side) and 180 ft (west side) as a Comprehensive Infill Redevelopment Project as per Sec 2-903.C of the Community Development Code [Proposed Use: Mixed-Use (358 attached dwellings and 13,235 sq ft non-residential floor area)] at 302, 303, 304, 308, 309, 312, 314, 400 and 404 North Osceola Avenue; 400 and 410 Jones Street; and 410 North Fort Harrison Avenue, 09-19-15-430, M & B 0400, 0500 & 0600; 09-29- 15, M & B 0010, 0080 & 0100; Jones sub of Nicholson's add to Clw Harbor Blk 2, S'ly 75.99ft of Lot 1 & S'LY 75.94ft of 2/3 of Lot 2; 09-29-15, M & B, 0010-0020 Assigned Planner: Robert G. Tefft, Planner III. FLD2006-05030 2. Kenyon Dodge Inc. (Glenn B. Giles, Arc Avenue, Inc) are requesting Flexible Development approval to redevelop an existing Vehicle Sales establishment, in the Commercial District, with an increase to the maximum building ht of an attached entrance feature from 25 ft to 36.5 ft, a reduction to the front (east) setback from 25 ft to 15 ft (to pavement), a reduction to the side (west) setback from 10 ft to 5 ft (to pavement), and a reduction to the side (south) setback from 10 ft to 5 ft (to pavement), as a Comprehensive Infill Redevelopment Project, per Sec 2-704.C. Also included is a reduction to front (north) landscape buffer from 10 ft to 5 ft, a reduction to the side (south) landscape buffer from 5 ft to zero ft, and a reduction to the side (west) landscape buffer from 5 ft to zero ft, as a Comprehensive Landscape Program, per Sec 3-1202. (Proposed Use: Vehicle Sales) at 19400 US Highway 19 N. 9-29-16-110, M & B, 0500; 0600; 0610 and Kenyon Dodge Motor Vehicle Boat Showroom Unit 1. Assigned Planner: John Schodtler, Planner II. FLD2006-08047 3. Harborside Condominiums LLC and Bel Crest Condo, Inc (Janice Sands Ash, President, Ash Engineering, Inc.) are requesting Flexible Development approval to permit a multi-use dock for eight slips totaling 687 sq ft, under the provisions of Section 3-601. [Proposed Use: Multi-use docks of 687 sq ft for eight wet slips, in conjunction with a 15-unit attached dwelling use (condominiums)] at 706 Bayway Blvd, Bel Crest Condo (Common Area). Assigned Planner: Wayne M. Wells, AICP, Planner III FLD2006-06033 4. Dorothy B. LeBlanc and Sexton Enterprises, Inc. (Housh Ghovaee, Northside Engineering Services, Inc) are requesting Flexible Development approval to permit a 20,050 sq-ft office building in addition to existing retail sales and services with a reduction to the front (north) setback from 25 ft to 7.29 ft (to existing pavement), a reduction to the front (west) setback from 25 ft to 5.53 ft (to existing pavement), reductions to the front (east) setback from 25 ft to 22.91 ft (to existing building) and from 25 ft to 10.82 ft (to existing pavement), a reduction to the side (west) setback from 10 ft to 5.33 ft (to existing pavement), a reduction to the side (north) setback from 10 ft to 6.48 ft (to existing pavement), reductions to the side (south) setback from 10 ft to 5 ft (to proposed building) and from 10 ft to 7 ft (to existing pavement), a reduction to the rear (west) setback from 20 ft to 4.77 ft (to existing pavement), an increase to building height from 25 ft to 50 ft (to roof deck) and a reduction to required parking from 193 spaces to 104 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec 2-704.C, and a reduction to the perimeter landscape buffer along Gulf to Bay Blvd from 15 ft to 7.29 ft (to existing pavement), a reduction to the perimeter landscape buffer along Duncan Ave from 10 ft to 5.53 ft (to existing pavement), a reduction to the perimeter landscape buffer along the west from 5 ft to 4.77 ft (to existing pavement), and a reduction to the required foundation landscape area along the north side of the West Marine building from 5 ft to 3 ft, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. Proposed Use: Restaurant at 921 Lakeview Rd , Lake Belleview Add Blk 1 lots 13-15 and part of lot 16, lot 17 - 21. Assigned Planner: Wayne M. Wells, AICP, Planner III FLD2006-05032 5. Society of St. Vincent de Paul of Upper Pinellas County, Inc (Sidney Klein, City of Clearwater Police Chief) are requesting an amendment to a condition of approval requiring neighborhood meetings from not less than quarterly to not less than bi-annually on a previous Conditional Use application permitting a residential shelter and police substation (condition of approval adopted November 5, 1996, and re-adopted July 15, 2003, by the Community Development Board). (Existing Use: Residential shelter, police substation and parking lot) at 1339, 1341, 1345 Park Street/1344 Pierce Street, Assigned Planner: Wayne M. Wells, AICP, Planner III. CU96-46 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. U Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http://cearwater.granicus.comNiewPublisher.php?view id=11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 11/10/06 1066283 ONTARIO LTD J,& A BLDG SVC LTD 37 SKAGWAY AVE TORONTO ON M1M 3T9 yANADA FT,D2006-06033 127 696 S GULFVIEW BLVD LLC 965 S BAYSHORE BLVD SAFETY HARBOR FL 34695 - 4217 00030 - ADAMS,PAUL ADAMS, CARMELA 129 KETRIDGE ST W BABYLON NY 11704 - 7912 ALMAR ASSOC PO BOX 413 DENVILLE NJ 07834 - 0413 ANASTASOPOULOS, ELIAS POLITIS, GREGORY C 630 S GULFVIEW BLVD CLEARWATER FL 33767 - 2642 ASH ENGINEERING, INC. JANICE SANDS ASH, PRESIDENT 4902 EISENHOWER BOULEVARD, SUITE 380, TAMPA, FL 33634-6323 BASE, KATHERINE BASE, JIM 830 S GULFVIEW BLVD # 604 CLEARWATER FL 33767 - 3025 BAYSIDE FAMILY LTD PTNSHP 156-05 29TH AVE FLUSHING NY 11354 - 2405 BESSINGER, ROBERT N BESSINGER, ELAINE A 716 BAYWAY BLVD # 6 CLEARWATER FL 33767 - 2664 BONDIS, ATHENA PO BOX 3906 CLEARWATER FL 33767 - 8906 ADOLFIE, LAWRENCE D THE ADOLFIE, BARBARA S THE 9415 CROSSPOINTE DR FAIRFAX STATION VA 22039 - 2659 ALTEMAR, MARCELO ALTEMAR, CIBELE 800 S GULFVIEW BLVD # 204 CLEARWATER FL 33767 - 3001 ANGELIS, ELIAS ANGELIS, ANASTASIA 2414 OAK ST BELLMORE NY 11710 - 3111 BAGDON, JOHN BAGDON, COLLEEN M 6742 SOUTH POINTE DR TINLEY PARK IL 60477 - 3995 BAUM, DAVID L BAUM, PAMELA S 800 S GULFVIEW BLVD # 207 CLEARWATER FL 33767 - 3001 BAYWAY TOWNHOMES HOMEOWNERS AS 656 BAYWAY BLVD CLEARWATER FL 33767 - 2668 BILLIA, RODY J BILLIA, GERALDINE A 175 SADDLE DR FURLONG PA 18925 - Ii v/ 876165 ONTARIO INC 11 WEAVER CRT BOX 512 KLEINBURG ON LOJ 1C0 00030 - CANADA ALBRECHT, CLIFFORD C ALBRECHT, JANET E 830 S GULFVIEW BLVD # 705 CLEARWATER FL 33767 - 3025 AMOS, THOMAS E AMOS, FRANCES C 4079 AQUARINA WATERFORD MI 48329 - 2117 ANTHONY, CRAIG W ANTHONY, BARBARA B 724 BAYWAY BLVD # A-1 CLEARWATER FL 33767 - 2611 BANOOB, SAMIR N BANOOB, NARGIS R 4303 CANNES AVE LUTZ FL 33558 - BAYSIDE CONDO ASSN INC 800 BAYWAY BLVD CLEARWATER FL 33767 - 2615 BEL CREST CONDO INC 706 BAYWAY BLVD CLEARWATER FL 33767 - 2609 BLACK, LESLIE A BLACK, JUDITH W 830 GULFVIEW BLVD # 503 1017 CLEARWATER FL 33767 - 3025 BORDIGNON, PRIMO D THE BORDIGNON, MARLENE R THE 741 ADMIRAL CT ROUND LAKE PARK IL 60073 - 2786 BOTROS,GEORGE BOTROS,ANESTA 830 S GULFVIEW BLVD # 602 CLEARWATER FL 33767 - 3025 BOURAS, BASILE BROWN, JAMES BOURAS, ANGELEKI BOZZO, PHYLLIS BROWN, ROBIN 830 S GULFVIEW BLVD # 508 2820 23RD AVE CLEARWATER FL 33767 - 3025 1630 CREEKVIEW DR ASTORIA NY 11105 - 2708 FLORENCE KY 41042 - 8053 BROWN, LARRY J • BRUSILOUSKY, DMITRY GONZALEZ, PATRICIA M BRUSILOUSKY, TSILYA 249 173RD AVE 800 S GULFVIEW BLVD # 208 N REDINGTON BEACH FL 33708 - CLEARWATER FL 33767 - 3001 1,330 C J R SOUTH LLC 221 WINDWARD PSE CLEARWATER FL 33767 - 2237 CANTONE, JOSEPH J CANTONE, GABRIELA M 41632 VALOR ST MURRIETA CA 92562 - 2202 CARTER, DONALD 4757 FRANK LUKE DR ADDISON TX 75001 - 3202 CHBANE, DIMAS DE ANDRADE, ROBERTA 6209 ST IVES BLVD ORLANDO FL 32819 - 4633 CLEARWATER YACHT CLUB INC 830 BAYWAY BLVD CLEARWATER FL 33767 - 2613 CONDON, EILEEN H 830 S GULFVIEW BLVD # 806 CLEARWATER FL 33767 - 3010 CRISTESCU, GEORGE CRISTESCU, MIRCEA 800 S GULFVIEW BLVD # 306 CLEARWATER FL 33767 - 3001 DE HERNANDEZ, CARMEN L THE ALEMAN, GILBERTO O H THE 13032 WEMBLEY CIR CARMEL IN 46033 - 2465 DI NATALE, JOHN DI NATALE, MARIAN 830 S GULFVIEW BLVD # 205 CLEARWATER FL 33767 - 3009 CASEY, PAULA R 724 BAYWAY BLVD # A-3 CLEARWATER FL 33767 - 2612 CLEARWATER POINT NO 8 CONDO A 830 S GULFVIEW BLVD STE 1001 CLEARWATER FL 33767 - 3028 CLEMENT, JAMES M JR 11660 SHIPWATCH DR # 1443 LARGO FL 33774 - 3744 CONNOR, DAVID G THE 800 S GULFVIEW BLVD # 808 CLEARWATER FL 33767 - 3002 CURRENT OWNER 800 S GULFVIEW BLVD # 907 CLEARWATER FL 33767 - 3002 DELELLIS, JAMES P DELELLIS, RUTH A 692 BAYWAY BLVD # 402 CLEARWATER FL 33767 - 2667 DINGS, GUS G DINGS, MARY 11031 EARLSGATE LN ROCKVILLE MD 20852 - 4559 DRUMMOND, JAMES A DURKIN, SALLY C DRUMMOND, SANDRA K 625 HIDDEN LN 830 S GULFVIEW BLVD # 101 GROSSE POINTE WOODS MI 48236 - CLEARWATER FL 33767 - 3009 BUONO, MARY ANN BUONO, EMIDDIO C 2916 VINSETTA ROYAL OAK MI 48073 - 3378 CARAGHER, THOMAS M THE CARAGHER, ARLENE R THE 830 S GULFVIEW BLVD # 704 CLEARWATER FL 33767 - 3025 CHASE, PHILIP L DOW-CHASE, DEIRDRE 16 GARDNER ST HINGHAM MA 02043 - 3744 CLEARWATER POINT TOWNHOUSE CON 716 BAYWAY BLVD CLEARWATER FL 33767 - 2664 CLINKSCALE, ROBERT M CLINKSCALE, MICHAEL J 800 BAYWAY BLVD # 26 CLEARWATER FL 33767 - 2660 CORCODILOS, JOHN CORCODILOS, ARETE 800 S GULFVIEW BLVD # 801 CLEARWATER FL 33767 - 3000 DARL LLC 1825 PIPERS MEADOW DR PALM HARBOR FL 34683 - 6156 DETTY, G WILLIAM THE IVERSON, BRITT L PO BOX 479 CLEARWATER FL 33757 - 0479 DOWDEN, JERRY R BRADSHAW, JOHN W 1960 MCCORMICK LN HANOVER PARK IL 60133 - 5969 DUWAR, JANIS 800 S GULFVIEW BLVD # 902 CLEARWATER FL 33767 - 3002 1520 • , BERNHARD • E & A PROPERTIES LLC ELSEN EXSYS TOOL INC , LIESELOTTE 1600 GULF BLVD # PH1 EL ELSENEN, BERN HARD OCK 25 11654 CORPORATE LAKE BLVD CLEARWATER FL 33767 - 2973 D-61352 BAD HOMBURG 1 00004 - SAN ANTONIO FL 33576 - 8084 GERMANY FABIAN, FRANK B 507 S STATE ST NEWTOWN PA 18940 - 1933 FAHEY, MARY J 110 BEACH ST # 214 QUEENS NY 11697 - FAMA, AUGUST FAMA,TERESA 830 S GULFVIEW BLVD # 603 CLEARWATER FL 33767 - 3025 FATHAUER, GEORGE H FATHAUER,JOHANNE W 830 S GULFVIEW BLVD # 303 CLEARWATER FL 33767 - 3009 FISHERMANS WHARF OF CLEARWATER PO BOX 66159 ST PETE BEACH FL 33736 - 6159 FURLETTI, ROBERT FURLETTI, HELEN A 182 LENOX AVE NEW MILFORD NJ 07646 - 2618 GENNARI, ELISA 148 PRINCE STREET BOSTON MA 02113 - 1007 GILLEN, FRANCIS X THE GILLEN, MARIE C THE 800 S GULFVIEW BLVD # 501 CLEARWATER FL 33767 - 3000 GRANZIG, WILLIAM A GRANZIG, PATRICIA A 830 S GULFVIEW BLVD #906 CLEARWATER FL 33767 - 3010 HARBORSIDE CONDO LLC 706 BAYWAY BLVD CLEARWATER FL 33767 - 2609 FEAST, LUCILLE E 765 N 34TH ST PADUCAH KY 42001 - 4243 FLINT IMP FUND THE 706 BAYWAY BLVD CLEARWATER FL 33767 - 2609 GAILE, GWEN TRUST GAILE, GWEN THE BOX 384 ALLEN KY 41601 - 0384 GHALI, HENDRICA N THE 15 W 752 83RD ST BURR RIDGE IL 60527 - 5943 GLEASON, DAVID J 238 ST ANDREWS DR FRANKLIN TN 37069 - 7046 GREAT WHITE INVESTMENTS LLC 306 HARBOR DR INDIAN ROCKS BEACH FL 33785 - 3135 HARBORSIDE CONDO LLC 9390 N GLORIA AVE STE 104 TAMPA FL 33612 - FERRIS, DONALD M FERRIS, ARLENE E 800 GULFVIEW BLVD # 503 CLEARWATER FL 33767 - 3000 FORREST, DEWAYNE FORREST, BARBARA 61259 CASS RD CASSOPOLIS MI 49031 - 9406 GARRETT, JAMES W GARRETT, OANN W 5215 OAKLEY ST DULUTH MN 55804 - 1320 GIERLASZYNSKI, STANLEY THE GIERLASZYNSKI, FRANCES THE 800 S GULFVIEW BLVD # 908 CLEARWATER FL 33767 - 3002 GRADEN, JOHN J GRADEN, LYNETTE A 2800 LEPRECHAUN LN PALM HARBOR FL 34683 - 2316 HANSELMAN, MARGARET M 206 PALMETTO RD CLEARWATER FL 33756 - 1430 HARBORSIDE CONDOMINIUMS LLC MARK NEWKIRK 2901 BUSCH BLVD, SUITE 701 TAMPA, FL 33618 HAYCOX, KAREN_ HECK, JAMES D HODGE & SUN GETAWAY 450 NORTH END AVE # 12A 1982 COLEDONIAN CT 800 BAYWAY BLVD # 20 NEW YORK NY 10282 - 1108 GREENWOOD IN 46143 - 8249 CLEARWATER FL 33767 - 2659 HODGE, HARRY 0 HOUGEN, RANDALL B SHERRARD, HENRY THE HORNS, THOMAS L HOUGEN, VICTOR L 845 S GULFVIEW BLVD # 204 PO BOX 3009 3001 HOUGEN DR CLEARWATER FL 33767 - 3012 CLEARWATER FL 33767 - 8009 SWARTZ CREEK MI 48473 - 7935 HYNES, KENNETH J IBRAHIM, RAMSIS G IRVINE, JERRY N HYNES, JEAN 830 S GULFVIEW BLVD # 907 IRVINE, KAREN L 800 S GULFVIEW BLVD # 807 CLEARWATER FL 33767 - 3010 638 MAYFAIR DR CLEARWATER FL 33767 - 3002 CAROL STREAM IL 60188 - 4335 ISLAND CLUB CONDO ASSN INC ISLAND KEY DEV LLC ISLAND KEY OF CLEARWATER 20001 GULF BLVD 19535 GULF BLVD STE B BEACH INDIAN ROCKS BEACH FL 33785 - INDIAN SHORES FL 33785 - 2240 692 BAYWAY BLVD 2472 CLEARWATER FL 33767 - 2662 JANES, DAVID P JOHNSON, CHARLES JOHNSON, JOANNE L 1849 CLEARWATER HARBOR DR JOHNSON, GAIL JOHNSON, KENNETH S THE LARGO FL 33770 - 4527 830 S GULFVIEW BLVD # 103 44 PARK LN # 532 CLEARWATER FL 33767 - 3009 PARK RIDGE IL 60068 - 2883 KATSOURAKIS, ETHEL KINNEY, JAMES H KITTO, RICHARD A KATSOURAKIS, ANTHONY N KINNEY, BARBARA J KITTO, SANDRA L 287 PARK DR 656 BAYWAY BLVD # 8 533 97TH PL SE CAMPBELL OH 44405 - 1259 CLEARWATER FL 33767 - 2668 BELLEVUE WA 98004 - 4220 KLEER-VASSER CORP KLINGMANN, HORST THE KLUCSARITS, CHRISTOPHER 1 SE 3RD AVE STE 1210 830 S GULFVIEW BLVD #902 800 S GULFVIEW BLVD # 101 MIAMI FL 33131 - 1708 CLEARWATER FL 33767 - 3010 CLEARWATER FL 33767 - 3001 KOUTSOUMBARIS FROSO KURE, LESLEY G KYRES, ANDRE , 800 S GULFVIEW BLVD # 805 KURE, HELEN J 212 S COOLIDGE AVE CLEARWATER FL 33767 - 3002 1037 VICTORIA AVE TAMPA FL 33609 - 3828 BERKELEY IL 60163 - 1047 KYRES, PANAIOTA LAFFERTY, MARK A LAVDAS, DIMITROS 7070 LEON TREPANIER LAFFERTY, LISA D LAVDAS, THALIA CATIERVILLE QC H4K 2P4 00030 - 2740 WINDSOR HILL DR 724 BAYWAY BLVD # A-2 CANADA WINDERMERE FL 34786 - 8203 CLEARWATER FL 33767 - 2611 LE, SANG VAN MAGUIRE, DOMINIC L MAIETTA FAMILY HOLDINGS NGUYEN, DUNG THI 2-5 5TH OLD CASTLE GARDENS 1 CONCORD PL 3896 LAKE BLVD N GLASGOW 6444SP 00012 - MORRIS PLAINS NJ 07950 - 2101 CLEARWATER FL 33762 - 5421 SCOTLAND MAKRIS, COSTAS MALCOLM, DONALD D MANCUSO, ROBERT H MAKRIS, STELLA MALCOLM, DARRAH A 656 BAYWAY BLVD # 10 2110 DREW ST 104 SPRING AVE CLEARWATER FL 33767 - 2668 CLEARWATER FL 33765 - 3231 GLENEILYN IL 60137 - 5826 MARTINELLI, PATRICIA 800 S GULFVIEW BLVD # 706 CLEARWATER FL 33767 - 3000 MC CARTHY, RICHARD C MC CARTHY, ANNA 5993 FRESH POND RD MASPETH NY 11378 - 3437 i MASSELL, GEORGE M II MC ARDLE, RAMONA S THE 716 BAYWAY BLVD # 2 800 S GULFVIEW BLVE # 205 CLEARWATER FL 33767 - 2664 CLEARWATER FL 33767 - 3001 ~ a o~ 6 206-06033 5]EC7C~®N 17, 7C®~9VNS]H[~I[~ 29 S®1J7C]H[ ]LaANGIE 15 IEt~S7C Ila][N]ElL]LAS C 7 9 ®V N'.LL JL g CLEARWATER HARBOR UNPLATTEC _ 0 N " W J Q U 1,4' CONC. ~ SEAWALL RO FN/D ~ LS 2573 0 20 40 R•10 WOOD a 00,00, DEC 10 s,s, o gs~ ° 0.00, C A•1? K 8 30' „ CHO,. Og E(p 119,83, ~ S78° ,(p~ 11 A 4.s 174 „ g,5?'l ~RA ~ 5 efM M~ 5' ~ ~ WO ~ SN/D 1, ONC, • 4 OD DE LB 6928 SEAWALL CK I d- x LOT 24 ~ o , BAYSIDE SUB No. 5 ~ CON 47 ~ 5 DRAIN Wq C• ~ •4 U11L AGE AND P.B. 38, PGS. 38-39 21 LKWgY ITY EAS 4~ x 9, PG• 50 ~ ) 00 C 21 ' i 00 ~ ~ O~ERE •4 ~ ~ ~ ~i o ' A ~ D Cp N o Q o '9~ ~ NC• ~ ~ ^N o ~ X 4' CHAIN 4 v ~ o o ONC LINK FENCE (1) STORY C.B.S. z - ~QZ~ o POOL ON STILTS WW o a; ~ ~ DECK °c• 4•s LOT 1 p~ V ~ O W U X LEGEND: 1~ ~ 4.9 i IoM ~ ~~Wr~ ~ a; z (2) STORY trJ^ p j U ~ C.B.S. =DENOTES PALM TREE ° ° O J o ~ ~ 0 =DENOTES WOOD POWER POLE Q o o ro ~N - X ~0, ) =DENOTES GUY WIRE 8. ANCHOR Z2 i~ POOL ~ Uw.a~ ~ LOT 2 FCM =FOUND CONCRETE MONUMENT g l~l ~ ~Z~ ~ pa LOT 3 LOT 4 FIR =FOUND IRON ROD > " LOT 5 °FCIR =FOUND CAPPED IRON ROD O p~~') 5~ N~ ~ FIP =FOUND IRON PIPE i CpNC o ti rnw x ~ , p00 ~ ~~w~ FPIP =FOUND PINCHED IRON PIPE \ ~ DEC 5 ~a R =RADIUS 1' ~ K ~ O~ CLEARWATER POINT A =ARC DISTANCE covER - ~ 33 = S 26,5, ED CO Q x TOWNHOUSE CB -CHORD BEARING ~3° ~ 6 NC. oar P.B. 69 PG. 50 D -DELTA FCM 4x4 S~3°442 „ ~ 15 ~ 56 E/0 =ELECTRIC OUTLET (NO ID) 20~ 4 F( (2) •4 ~tM _ 45., M) 6 SjOR 26.4, ~ ORB -OFFICIAL .RECORDS BOOK F(P) 6.5p~ .t 1S, ~ & Y C.B ~ PG =PAGE 6~, , (M) ~ - 3 N AD FRAM 'S• x ° ° - _ _ , lg (P 26.4, N DRESS E na0 ` 1 - ~ - _ PB_ = RL-AT BOOK - ) FIR s/a,~ ~ ~ No f. oO _ , , - . _ CP) =PLAT oHW (NO ID) 10.8, 5,0 N (M) -MEASURED 2 Ui 15 i (F) =FIELD ~ oHW E/R RWM 9~ 11.8. .3 x (1) STORY - (R) RADIAL ~ O ~ CON 10.8' C.B.S. - N _ ~ C• Wq~ N (C) -CALCULATED WPP KWgY ~ (D) =DEED HW---"~ `~H ~ of _ ----0 W ~g 2 FND _ FOUND ti ~k 6.3 X LFF.EL. - IN FOUND W ~ ASPH 8, -LOWEST FINISH FLOOR ELEVATION 6 SON ALT WM WATERMETER RR SPIKE ~ r a• W~~ PgRKI _ ~ o ON NG RWM -RECLAIMED WATER IN ASPHALT ~ ~ BFP = BACKFLOW PREVENTER R• ~oyW C 1120 MLP WM k s MLP =METAL LIGHT PO ~ H~.• 'OO' ~ ~N WM FIR /e LE 134,,3 , q•134 W\ (NO ID) ! ID =IDENTIFICATION CQ•N ? (p) '40' ONW SPKND =SET PARKER KALON NAIL & DIS / 0 18 3 , 134.8 ~ - K I i r CB•N~ ° 0 Os„ 9(M~ ~ OH FPKND FOUND PARKER KALON NAIL & DISK SK o ~ 8 1 , w(P) ~ LB =LICENSED BUSINESS ~J co ~ 6 2 n 8 w) WP HW CONC. =CONCRETE ~'flHW~~ ~ ~ ~ ~ ~ tx ~ Q Q' ~ ~ ~ ~ AY ti ~ W ~ / AY ~ ~ ~ 0 ~ so U _ C ~ R E 0 3 ' IG _ 6 Hr AR AS OF, D ~ ,y? ~ , PNAL T WAY ~ 2 CON PgVE - LEGAL DESCRIPTION o C• GU MENT ~ ~ ~ FCM 4x4 TrER ~ N~8° 1 , ~ , ~ o (NO ID) N~g° 416" ~ A PARCEL OF LAND LYING IN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST 55 W( 66,19 o CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED 15 EAST, Q M) 16 (P) o 6,16 ( AS FOLLOWS CRIBED M) , UNITS 1, 2, 3, 4, 5, 6, 7, 8, 9;10, 11,12, 14,15, 16, AND 17 OF BEL CREST CONDOMINIUM CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM THEREOF RECORDED IN OFFICIAI D IN OFFICIAL RECORDS BOOK 6319, PAGE ;2114 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, F S COUNTY, FLORIDA; NOTES: TOGETHER WITH ANY AND ALL AMENDMENTS THERTO, AS FROM TIME TO TIME MAY FCIR %Z" FILED OF RECORDS AND ACCORDING TO THE C D TIME MAY BE PLS 3889 ONDOMINIUM PLAT THEREOF RECORDE[ 1. BEARINGS SHOWN HEREON ARE BASED ON THE; WEST LINE OF BEL CREST CONDOMINIUM, CONDOMINIUM PLAT BOOK 92, PAGES 70-710F THE PUBLIC RECORDS AFORESAIDST( )F RECORDED IN ,FORESAID; TOGETHER ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF NORTH 14°56'10" EAST. WITH AN UNDIVIDED SHARE OR INTEREST IN COMMON ELEMENTS APPURTENANT THEE TENANT THERETO. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NI A. V. D. DATUM OF 1988 (NORTH AMERICAN VERTICAL DATUM.. ! CONTAINING 15,264 SQUARE FEET, OR 0.3504 ACRES MORE OR LESS. 3. BENCHMARK -PINELLAS COUNTY BENCHMARK MAP No. 155, BRASS DISK IN CONCRETE MEDIAN, c STAMPED LP-15, CABINS ELEVATION = 4.19'. RI 0R1(;/Ak 4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RECEIVED RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. CERTIFIED T0~ ~~N 5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8 ) IRON ROD, LB 6928 UNLESS OTHERWISE NOTED. JUN 2 6 2000 6. FLOOD ZONE INFORMATION: p HARBORSIDE CONDOMINIUMS, LLC INNING PLANNING DEPARTMENT COMMUNITY PANEL No.: 125096 0104 G BRANCH BANKIN 'fi•U T, COMPANY CITY CITY OF CLFARWATER FLOOD ZONE: ZONE AE (EL.11) ~ OF( RUDEN, McCL4 , Srvll f~d STER & RUSSEL, P.A. REVISED MAP DATE: SEPTEMBER 03, 20b3 . LAWYER'S T `Ei;IN ' Pl ".'P ~~~a ,~M_ ;ANY i~ ! q M ' ]~]C]i ~]~]fi`.~ ~~ey,'q . " SCALE: n_ , FIELD B00 ~ILIEIN ~ 57CAUlB SITI$V]E~YING INC. LAS DATE,,.. JfI~, ;D,,~I~OR , OVE~IB '~22~ 2004 1 2O 9 ~r ~ P ~ ~ , , , ~ of FIELD BOOK: 99152 N][1LTI~]C ROFESSIONAL SURVEYORS AND PLANNERS ,f ~ ~ ~ ~ DRAWN BY: PAGES: 8018 0 D ( 6 " - ~ 06/20/05 BAK NK PAGES: 48-49 FOR MIZE & SEFAIR PROPERTIES INC. L COUNTY ROAD No. 54 '~®]~®(=R~][~]F$I(~ BRUCE A.1i 1. S' .5,052,;", . I;; NEW PORT RIQHEY, FLORIDA 34853 r~ ~ CHECKED BY: 1 ADDED CERTIFICATIONS & REVISE LEGAL 06/20/05' • BAK 1725%zEAST 7TH AVENUE, SUITE 2 OFFICE= 727-834-81.40 FAX 727-834-8150 FLORIDA. RG ; ER q 5UR4EY0~, , . ! XXX <X SURVEY ~ ~ NO•: TAMPA, FLORIDA 33605 NOT VALID WIf11((OT S(G~[¢'f~1RE'bt(D~OI~~GINAL RAISED JOB No. SHEET No. REVISION BY~ LB 6928 SEAL OF A`FG R1bA LTCENSEA"S ~1`OR=AND MAPPER 040125.2 2 SHEET No.: 1 OF 1 4. k 3-, a' ~tl.. L i r , 9