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FLD2009-02009; 443 EAST SHORE DR; EAST SHORE DOCKSFLD2009-02009 443 EAST SHORE DR EAST SHORE DOCKS PLANNER OF RECORD: MJJ ATLAS # 267A ZONING: T LAND USE: RFH RECEIVED: 02/26/2009 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT: DRC CDB: CLWCoverSheet CDB Meeting Date: Case Numbers: Agenda Item: Owner/Applicant: Representative: Address: February 16, 2010 ELD2009-02009 D.2. Louis Developments, LLC, Terri Skapik 443, 460, 462 and 463 East Shore Drive CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval in the Tourist (T) District to permit the construction of a 7,142 square foot 50-slip dock of which 32 slips will be used as a marina facility to be rented to the public and the remaining 18 slips will be used as commercial dock accessory to existing attached dwellings under the provisions of Community Development Code Sections 2-803.E, 3-601 and 3-603. CURRENT ZONING: Tourist (T) District CURRENT FUTURE LAND USE CATEGORY: Resort Facilities High (RFH) BEACH BY DESIGN CHARACTER DISTRICT: PROPERTY USE: EXISTING SURROUNDING ZONING AND USES: Marina District Current Use: Vacant and Attached Dwellings Proposed Use: Marina and Attached Dwellings North: Tourist (T) District Overnight Accommodations South: Tourist (T) District Overnight Accommodations East: Preservation (P) District Intracoastal Waterway West: Tourist (T) District Attached Dwellings ANALYSIS: Site Location and Existing Conditions: The 1.25 acre subject property is located at the northeast corner of East Shore Drive and Papaya Street within the Beach by Design Marina District. This district is the northern gateway to Clearwater Beach and has a high profile location along Clearwater Harbor and visibility from Causeway Boulevard. Twenty attached dwellings currently operate on the northern portion of the property, while the southern portion of the property is vacant. The two existing docks with a total of 13 slips are proposed to be completely removed. Community Development Board -February 16, 2010 FLD2009-02009 -Page 1 of 10 To the east of the subject property is the Intracoastal waterway. Overnight accommodations exist to the north and south and attached dwellings are to the west. The overall site appearance in this area is fair with several vacant lots and non-conforming structures. Development Proposal: The marina is proposed as a 50-slip, 7,142 square foot dock with 16 off-street parking spaces. 32 of the slips will be available to the public for rent and the other 18 slips will be an amenity for the tenants of the attached dwellings. The 16 surface parking spaces are available to those individuals renting the 32 spaces. There are no buildings on the southern property and restroom facilities for the marina will be located in the existing attached dwelling development. Those renting the slips will have access via a key coded gate. The slips are proposed to accommodate 50 boats up to 40 feet in length. No covered boatlifts, roof structures or vertical walls are proposed as part of this marina. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Impervious Surface Ratio (ISR, Pursuant to CDC Table 2-801.1, the maximum allowable ISR is 0.95. The proposed ISR for the southern property is 0.30, which meets this Code requirement. Minimum Lot Area /Lot Width: Pursuant to CDC Table 2-803, marinas and marina facilities are required a minimum lot area of 5,000 square feet and a minimum lot width of 50 feet. Compliance is achieved with the criteria as the southern property consists of 28,980 square feet and has a lot width of 315 feet. Minimum Setbacks: Pursuant to CDC Section 3-903.D, corner lots shall have two front and two side set'acks. As t'rie subject propeiiy is located oil the northeast Corner of Easi Shore Drive and Papaya Street, the subject property has two front setbacks along East Shore Drive to the west and Papaya Street (south). The north and east property lines are the side setback lines. Pursuant to CDC Table 2-803, the minimum front setback for marina facilities can range between 10-15 feet and the minimum side setbacks can range between zero and 10 feet. The proposal includes a north setback of 46 feet, a south setback of 67 feet, an east setback of 10 feet and a west setback of 62 feet all of which either meet or exceed the minimum standards noted above. Minimum Off-Street Parking: Pursuant to CDC Table 2-803, marinas and marina facilities are required one off-street parking space per two slips. As only the 32 slips for rent to the public are required to provide off-street parking (the balance is accessory to the adjacent attached dwelling use), a total of 16 parking spaces are required, and have been provided. Landscaping: Pursuant to CDC Section 3-1202.D, there are no perimeter buffers required in the Tourist (T) District. Pursuant to CDC Section 3-1202.E, ten percent of the vehicular use area must be landscaped with interior islands a minimum of 150 square feet in size. Further, as this proposal is located in the Beach by Design Marina District, vehicular use areas must be screened from view of rights-of--way as well as from Clearwater Bay with landscaping. The proposal includes the required interior island landscaping along the west edge of the vehicular use area and along the east property line which abuts the Clearwater Harbor. The buffers will be planted with both live Community Development Board -February 16, 2010 FLD2009-02009 -Page 2 of 10 oak and cabbage palm trees. Along with the trees will be continuous shrubs and groundcover. This design of landscape buffers will provide enhanced landscape design. Solid Waste: The proposal provides for a screened dumpster location which has been found to be acceptable by the City's Solid Waste Department. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the marina and marina facilities and parking lot uses with the standards as per CDC Tables 2-801.1 and 2-803: Standard Proposed Consistent Inconsistent Maximum FAR 1.0 0.0 X Maximum ISR 0.95 0.30 X Minimum Lot Area 5,000 square feet 28,980 square feet X Marinas and Facilities Minimum Lot Width 50 feet 315 feet X Marinas and Facilities Minimum Setbacks Front: 10-15 feet South: 19 feet (to pavement) X Marinas and Facilities West: 46 feet (to pavement) X Side: 0 - 10 feet North: 46 feet(to pavement) X East: 11 feet (to pavement) X Minimum 1 spaces per 2 slips 16 off-street parking spaces X Off-Street Parking (16 off-street parking spaces) COMPLIANCE WITH FLEXIBILITY CRITERIA: The Flexibility criteria-for marinas and marina facilities set forth in CDC Section 2-803.E state that the proposed, marina shall not be located in any of the areas of environmental significance as identified in the Comprehensive Plan. The proposed marina is not located in any of the areas of environmental significance with the eYrer~tinn of itg r~rQximit~~ to f 1Panx~atPr T-Tarhnr oracc hPdg. Nn~z~Pi~Pr thnSP Uea rn-aec herulS Y...,.. Y• ~ b.».,., ~ b....,., were mapped prior to the dock design phase and the proposed dock has been located in a manner so as to avoid any sea grasses. There are no residentially zoned properties adjacent to the proposed dock (adjacent properties are zoned Tourist District). No commercial activities will be permitted in the leased slips and live aboard vessels will be prohibited. The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2-803.E (Marinas and Marina Facilities): Community Development Board -February 16, 2010 FLD2009-02009 -Page 3 of 10 Consistent Inconsistent The parcel proposed for development is not located in areas identified in the X Comprehensive Plan as areas of environmental significance including: a. The north end of Clearwater Beach; b. Clearwater Harbor grass beds; c. Cooper's Point; d. Clearwater Harbor spoil islands; e. Sand Key Park; f The southern edge of A]ligator Lake. 2. No commercial activities other than the mooring of boats on a rental basis shall be X permitted on any parce] of land which is contiguous to a parcel of land which is designated as residential in the Zoning Atlas, unless the marina facilities are totally screened from view from the contiguous land which is designated as residential and the hours of operation of the commercial activities are limited to the time period between sunrise and sunset. 3. Setbacks: N/A a. The reduction in the front setback contributes to a more active and dynamic street life; b. The reduction in the front setback results in an improved design and appearance; c. The reduction in the side and rear setback does not prevent access to the rear of any building by emergency vehicles; d. The reduction in the side and rear setback results in an improved site plan, more efficient parking or improved design or appearance. 4. The design of all buildings complies with the Tourist District design guidelines in N/A Division 5 of Article 3. 5. All marina facilities shall comply with the commercial dock requirements set forth X' in Section 3-601.C.3 and the marina and marina facilities requirements set forth in Section 3-603. ~ See Anniysis for discussion of consistency Community Development Board -February 16, 2010 FLD2009-02009 -Page 4 of 10 COMPLIANCE WITH FLEXIBILITY CRITERIA (CDC SECTION 3-601.C.3.a-~): The following table depicts the consistency with the Flexibility criteria set for in CDC Section 3- 601.C.3.a-g. Specific responses to each of these criteria have been provided by the applicant and are included with their application: Consistent I Inconsistent a. Use and Compatibility: i) The proposed dock shall be subordinate to and contribute to the comfort, N/A N/A convenience or necessities of the users or the occupants of the principal use of the property; ii) The proposed dock shall be in harmony with the scale and character of X adjacent properties and the neighborhood in general; and iii) The proposed dock shall be compatible with dock patterns in the general X vicinity. b. 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. c. Impacts on Navigation: The existence and use of the proposed dock shall not X have a detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. d. hnpacts on Marine Environment i) Docks shall be sited to ensure that boat access routes avoid injury to marine X grassbeds or other aquatic resources in the surrounding areas; and ii) Docks shall not have an adverse impact upon natural marine habitats, grass X 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 ...,St:^.g SaP, .,..... ~rC:al cr Spert fishe...,., ,,. shell FS?:e...,., ..,.. , rd habitats desirable as juvenile fish habitat. e. Impacts on Water Quality i) All turning basin, access channels, boat mooring areas and any other area X associated with a dock shall have adequate circulation and existing water depths to ensure that a minimum of a one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the water body at mean or ordinary low water (-0.95 NGVD datum); and ii) The dock shall not effectively cause erosion, extraordinary storm drainage, X shoaling of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement of water quality in the area in which the dock is proposed to be located. f Impacts on Natural Resources: i) 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; and ii) The dock shall not have an adverse impact on vegetated areas; vegetative, X terrestrial, or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the City; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries. g. Impacts on Wetlands Habitat/Uplands: The dock shall not have a material X adverse affect upon the uplands surrounding. Community Development Board -February 16, 2010 FLD2009-02009 -Page 5 of 10 COMPLIANCE WITH DIMENSIONAL STANDARDS: The dimensional standards criteria set forth in CDC Section 3-601.C.3.h state that docks shall be located no closer to any property line as extended into the water than the distance equivalent to ten percent of the width of the waterfront property line. The width of the waterfront property line on the subject property is 315 feet; therefore the proposed dock must be set back from both the north and south property line a minimum of 31.5 feet. As proposed, the dock and tie poles will be set back from the north property line a distance of 45 feet and will be set back 48 feet from the south property line. The same threshold that applies to length also applies to width; therefore the width of the proposed dock cannot exceed 236.25 feet. The dock and tie poles have a proposed width of 220 feet; thus compliance with this standard is achieved. 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 is limited to 236.25 feet. As proposed, the dock has a length of 236 feet. CDC Section 3-601.C.3.h.ii allows tie poles to 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. The waterway width in this area is approximately 1,517 feet; therefore tie poles may extend up to 379 feet, approximately 144 feet beyond the dock. The proposal has tie poles extending beyond 40 feet beyond the dock. The Belle Harbor dock, to the north, has an approximate length of 332 feet and Frenchy's dock, also to the north, has an approximate length of 267 feet. To the south is the Barefoot Bay dock, approximately 248 feet in length and just across the bay, Island Way Yacht Club's dock is 400 feet in length. With this established character of existing docks in the vicinity, staff supports the proposed dock as it fits in with the existing dock development pattern. The following table depicts the development proposals consistency with the standards and criteria as per CDC Section 3-601.C.3.h: Standard Proposed Consistent Inconsistent Dock Setbacks 10% of the width of the subject property (31.5 feet) North: 45 feet X (Minimum) 10% of the width of the subject property (31.5 feet) South: 48 feet X Dock Length 75% of the width of the subject property (236.25 feet) 236 feet X (Maximum) Dock Width 75% of the width of the subject property (236.25 feet) 220 feet X (Maximum) COMPLIANCE WITH FLEXIBILITY CRITERIA (CDC SECTION 3-603): Compliance has been met with the Flexibility criteria for marinas and marina facilities as set forth in CDC Section 3-603. While the proposal is for a marina facility, there will be no living aboard, no fueling facilities, no launching facilities, and no chartering and/or servicing of vessels. Since a portable sanitary pump out station is proposed, no holding tank will be located over water. Restrooms are provided landside (within the apartments to the north) for marina and parking lot patrons. Additionally, the proposed dock will be constructed on pilings and spaced appropriately to aid in tidal flushing and aquatic flushing. No construction will take place that will inhibit tidal flushing. Manatee awareness signs will be posted on the docking facility. The City Community Development Board -February 16, 2010 FLD2009-02009 -Page 6 of 10 Harbormaster has determined that the proposed marina poses no hazard or obstruction to navigation. The following table depicts the consistency of the development proposal with the Flexibility criteria in CDC Section 3-603. Specific responses to each of these criteria have been provided by the applicant and are included with their application. Consistent Inconsistent I. Al] proposed activities including, but not limited to, fueling, pumping-out, X chartering, living-aboard, launching, dry storage and the servicing of boats, motors and related marine equipment shall require approval in accordance with the provisions of the zoning district in which the marina or marina facility is proposed to be located. 2. For marina facilities located adjacent to residential districts, no fueling or launching X facilities shall be located within 20 feet of the residential property line, and no fueling or servicing of boats shall occur at such marinas after 9:00 p.m. or before 6:00 a.m. 3. No fuel storage facility or sanitary pump-out station holding tank shall be located X over water. 4. The marina shall pose no hazard or obstruction to navigation, as determined by the X city harbormaster. 5. T'he marina shall not adversely affect the environment, including both onshore and X offshore natural resources. 6. Adequate sanitary facilities shall be provided landside and a sanitary pump-out X station shall be provided and shall be available to marina users 24 hours a day. 7. A manatee protection plan shall be provided and appropriate speed zone signs shall X be posted to control boat speed for manatee protection. 8. Adequate spill containment areas shall be provided on the property. X 9. Design of the marina shall maintain existing tidal flushing and aquatic circulation X patterns. 10. In the event of conflict between these standards and federal or state law or rules, the X federal or state law or rules shall apply to the extent that these standards have been preempted; otherwise, the more stringent re¢ulations shall apply. COMPLIANCE WITH GENERAL STANDARDS: As previously discussed, the development proposal has been found to be consistent with the scale, bulk, coverage, density and character of adjacent properties and the immediate vicinity. The marina project represents an appropriate addition to the waterfront and complements Beach by Design. The scale and coverage of the proposed marina is appropriate for this location, as it has been designed to be consistent with the lengths of other existing docks. The marina will not hinder or discourage the appropriate development or redevelopment of adjacent properties. Moreover, the proposed marina is consistent with the community character of the immediate vicinity. The proposed docks will not affect the health or safety of persons working or residing in the neighborhood as they meet state and local guidelines by not extending past the 25 percent waterway width and will be illuminated well with no tie poles beyond the length of the dock. Community Development Board -February 16, 2010 FLD2009-02009 -Page 7 of 10 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 I Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use X of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of X persons residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent Additional Applicable Beach by Design Guidelines: Section II.C requires that a minimum five foot setback shall be provided for all paved surfaces. Additionally, the same section requires parking areas to be screened from Clearwater Harbor. A five foot setback has been provided from all paved surfaces and the parking area has been screened with oak trees, cabbage palm trees and Indian Hawthorne. The proposal is in compliance with both criteria. Section VII.F requires all surface parking areas to be landscaped so that the view of such parking facilities from public roads, sidewalks and other places are defined by landscape material instead of asphalt. As discussed above, afive-foot wide landscape buffer has been provided to screen the surface parking area from the adjacent rights-of--way (East Shore Drive and Papaya Street). !"'nrln Fnfnrrmm~nf An~lvcic• There are no outstanding Code Enforcement issues associated with the subject property. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of December 3, 2009, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB) based upon the following: Findings of Fact: The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 1.25 acre subject property is located at the northeast corner of East Shore Drive and Papaya Street; 2. That the subject property is located within the Tourist (T) District and the Resort Facilities High (RFH) Future Land Use Plan category; 3. That the use of the associated properties is attached dwellings; 4. That the subject property is located in the Marina District of Beach by Design; 5. That the existing dock and slips are to be removed; Community Development Board -February 16, 2010 FLD2009-02009 -Page 8 of 10 6. That the site has approximately 315 feet of waterfront frontage on Clearwater Harbor between the north and south property lines; 7. That the proposal consists of the construction of a 7,142 square-foot, 50 slip dock to be used, in part, as a marina, and as accessory slips for existing attached dwellings; 8. That based on a parking ratio of one parking space per two slips and there being 36 proposed slips for rent, a total of 16 parking spaces are required; 9. That the upland development will consist of 16 parking spaces for use by those utilizing the 32 docks for rent; 10. That there are no residentially zoned properties adjacent to the proposed dock; and 11. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Flexibility criteria as per CDC Section 2-803.E and 2-802.L; 2. That the development proposal is consistent with the commercial dock review criteria as per CDC Section 3-601.C.3; 3. That the development proposal is consistent with the marina review criteria as per CDC Section 3-603; and 4. That the development proposal is consistent with the General Applicability criteria as per CDC Section 3-913.A. Based upon the above, the Planning and Development Department recommends APPROVAL of the Flexible Development application in the Tourist (T) District to permit the construction of a 7,142 square- foot 50-slip dock of which 32 slips will be used as a marina facility to be rented to the public and the remaining 18 slips will be used as commercial dock accessory to existing attached dwellings under the provisions of Community Development Code Sections 2-803.E, 3- 601 and 3-603, with the following conditions: Conditions of Approval: 1. That prior to the issuance of a Certificate of Occupancy, all 16 parking spaces are dedicated for marina use only and labeled as such; 2. That prior to the issuance of any permits, a Declaration of Unity of Title combining parcels 08-29-15-16434-003-0080, 08-29-15-16434-003-0100 and 08-29-15-16434-002-0100 be recorded in the public records and a copy of said recorded document be provided to the Planning and Development Department; 3. That prior to the issuance of any permits, all outstanding Landscape, Storm Water, Traffic Engineering and Engineering conditions are met; 4. That the method of informing the dock patrons of available restroom facilities in the motel immediately adjacent to the north is provided; 5. That no tenants conduct any commercial business from any slip in this marina; 6. That there be no fueling facilities at this marina; 7. That live aboard vessels are prohibited; 8. That covered boat lifts are prohibited; Community Development Board -February 16, 2010 FLD2009-02009 -Page 9 of 10 9. 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; and 10. That a copy of the SWFWMD and/or FDEP Permit and any other applicable environmental permits, 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. Prepared by Planning and Development Department Staff: Jackson, Planner II ATTACHMENTS: ^ Location Map ^ Aerial Map ^ Zoning Map ^ Existing Surrounding Uses Map ^ Photographs of Site and Vicinity S.•IPlanning Department) C D BIFLEX (FLD)IPending cases) Up for the next CDBIEnst Shore 443-463 Louis Developments (T) - 01.10.09 CDB - MJIEnst Shore Drive 443-463 Louis Developments (T) -Staff Report - 01.10 - MJ.docx Community Development Board -February 16, 2010 FLD2009-02009 -Page 10 of 10 Matthew Jackson 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4836 matth ew.jackson(a?,myclearw ater.com PROFESSIONAL EXPERIENCE ^ Planner II City of Clearwater, Clearwater, Florida October 2008 to Present Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, and variance. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with sun oundings. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. ^ Planner I Calvin-Giordano and Associates, Fort Lauderdale, Florida May 2005 to December 2007 Project manager for various development applications such as plat, site plan, rezoning and variances. In-depth government agency, in-house and client coordination to ensure that the projects maintained submittal schedules stayed within budget constraints and attained approval. Schedule and lead project kick-off meetings, ensure municipal project conditions were resolved, produce supporting documents and make site visits as well. Research and prepare due diligence reports including subject matter such as zoning, land uses, densities, available public utilities and land development costs. Member of emergency mitigation committee formed to prepare and mitigate for natural or man-made disasters affecting Calvin, Giordano and Associates and local municipalities. ^ Manager Church Street Entertainment, Orlando, Florida September 1999 to February 2004 Supervised and managed daytime and nighttime operations of a bar and nightclub entertainment complex including 100+ staff. Conducted hiring and training operations including security and inventory control. Managed and reconciled nightly gross revenues as well as preparing and delivering deposits. Assisted in taking inventory and preparing weekly inventory orders, marketing and special events. ^ Linguist USArmy, Fort Campbell, KY October 1991 to October 1995 Maintain fluency in the Arabic language and knowledge of customs and culture as well as military readiness for possible deployments or training operations. Co-managed intelligence gathering operation in Haiti including coordination between multiple Special Forces units and civilian authorities. Interpreter between U.S. and Egyptian soldiers during training exercises. Liaison between Special Forces battalions to coordinate certification training. EDUCATION ^ Master of Arts, Urban and Regional Planning, Florida Atlantic University, 2007 ^ Bachelor of Arts, Urban and Regional Planning, Rollins College, 2004 t~JLWOQD ~~~ O BAY Q AVALON d 0 ~ n~ ~ 04 " y I~NDALL luanaa Z ~ ~ i z ~ ^ ~ 0 °' m M ~ Qpy BAY ESPLANADE 1 ~ ~~~ ROCIOIWAY l 1 ~ S~ P~ ~bkr ~~ PROJECT ~~ BAYMONF Sf SITE ~~ ~~piC 4 a .r saH ~uaaco ~ w m ~~~H T O y p01N PAPAYA S7 RY PASSAGE ~- DO a ~ { b eq ~ < 1 ~~~ ~ ~ ~ o ~~ e~ ' ~ wiNDwARO P ~ ~asr ' m sr 0 SECOND DFt• ~ ~ ~ TfifRp 3T LOCATION Owner: Louis Developments, LLC, Elias Case: FLD2009-02009 Anastasopolous Site: 443, 460, 462, and 463 East Shore Drive Property Size: 1.25 Acres PIN: 08-29-15-16434-002-0100 Atlas Page: 267A 08-29-15-16434-003-0080 08-29-15-16434-003-0 l 00 d ~o HDR h t y 2 2 499 M a `~ v v v ~n `u~v'~iv^i v°j ~o `~ 495 P 490 489 483 492 487 485 490 484 479 483 479 477 484 /~~-~-~j 478 490 480 " 475 ~J 475 470 472 470 473 473 ~ 464 471 O ('~/R 46 467 466 J ~ 470 484 46 465 462 459 46 T 457 464 46 463 ~ l 453 4 46 451 451 45 454 449 45 45? 454 449 45 448 443 44 ~ 441 w o o N 439 P `r v v '~ 441 4 432 436 425 431 430 429 439 423 427Meter 425 428 423 421 429 419 426 4>9 417 415 413 422 411 `a9 4238 ZONING Owner: Louis Developments, LLC, Elias Case: FLS2009-02009 Anastasopolous Site: 443, 460, 462, and 463 East Shore Drive Property Size: 1.25 Acres PIN: 08-29-15-16434-002-0100 Atlas Page: 267A 08-29-15-16434-003-0080 08-29-15-16434-003-0 l 00 5Z ~ -493 ~ " e V 80 inhhvriam 60 /'- ~ X58 _ 5 ~ 1 60 490 ~ ~ 49 483 r-- a ~. _ 43 9 0 2 _ s1 ~?? - ? - 87 2 18135 0 0 41 °° 62 ~ rn 3 3 49 2 , 2 MC I ~ 0 I _ - 485 - 638 c - - 479 ^ - 1 2 ~ ~ ~ ~ 9 479 I- ~ 30 38 4 477 4 _ _ ~ 86480 J 74378* 78 7 4 8 -~ 5 490 5 35 g I _ v~>i~lt ~ .... _..O .. ~ 472 Q _ 33 icy r~ ~` 32 7 R ACCOIi1~~i?~~~~tl~~$.. 470 Q ~ ..:: _ 31 ~ a ' e - - ~ 3 464 0 ~ ~ Q - 2s I 471 7 72, 46 Z '- g 48 73 4B ' .... .::. ,~ ~ .,.::x.. PHASE 1 7~ 48 ~ E ~---At~a~,~he.~l '=~"'~ ,0 B 485 8 y 75 4s ~..::...::....,...... - - - r-- -, z ~' ~ .~.~e;~I~g~~;, r ,>a 483 9 _ 54658 n 45 453 - L -l 79 4 _ 12 - 4 1~ t2 to Water ' M I 451 22 , 5 ' - ~ =45 '" I ~9 ~p ' -13 454 g '~ 1345 - - a~ 1 _/ PHASE2 87,E ~4 19~ 14 14 - - - 18 _ _ _ _ 83 ~3 084 N 4~1 17 ~ 15 15 12 es a A S N s saz.ss - ~ d42 '~,'~, ~ h 1 441 1 2 v~ , 41 432 Q .:..... . 431 a :..._.;' OV~1`1~lgllt ...:........... ~~ Q ~'' ~' 40 ~ 4 " ~ A ~cor>,>~odati~tns 39 y Q 42,E 8- ~ ---- 2 421 9 - 38 - ~ - Q - 10 I Q 429 5428 4~ - - - - - Z 417 11 37 ~s 41512 - -s- ----- 413 t3 411 t 4 A ~ 7 422 ~ 40915 423 8 8 C 8 6 423 q~17 408 cy 4~1 9 - - - - - - 90318 ~ 34 h $08 -cV - 41t11 o 33 L ~ t0 409 10 2 400 - - - - - - - - - - - 22 32 11 408 405 11 EXISTING Owner: Louis Developments, LLC, Elias Case: FLD2009-02009 Anastasopolous Site: 443, 460, 462, and 463 East Shore Drive Property Size: 1.25 Acres PIN: 08-29-15-16434-002-0100 Atlas Page: 267A 08-29-15-16434-003-0080 08-29-15-16434-003-0100 ~ I ~ -r ~ ~-~ fi~ ~ ~ ~, i r ~ ~ ~' J y ~ ~ (( f r. ~ ~ a ~ • . `~J ( ~~" ~ ~' ~ 1' ''' ~ +~ 1`11 i 1 1 1• 1 ~ r ~ ;1• , ~ ~ s; - ~.. i~ ,~ OJT -~m ~' 1 e -h 1'.'~ rf ~ ~ ~ li'• ~~ ~ ~ ~ ~F~ ; ~~~ ~ ~ _ ~ ~ ~ e~~ s/~~r, n lr -( ~~ ~V~~ ~ ~ ' ~ ~~. r r ~ ~ , : ~ ~ ~~! J ._ 9~ ~ _ "~~ ; ,fir tr +rd r • ~ ~`- k y ~.,~ p .1 ~ f ~r c ~ ~ :.',I ~ ,FB ~ F s a ~ ~t ~ Q. ~ a ~ ~ s f~ ~ ~ ~ r r~ ~ 9~ JJ I: E q~ , . , r F ~ p'. R , ''.~' p~. 1w , ~ ~ f 1 ,~ ~ , - AERIAL 0 c ~\ 2 I' I 2 Owner: Louis Developments, LLC, Elias Case: FLD2009-02009 Anastasopolous Site: 443, 460, 462, and 463 East Shore Drive Property Size: 1.25 Acres PIN: 08-29-1 5-1 6434-002-0 1 00 Atlas Page: 267A 08-29-15-16434-003-0080 08-29-1 5-1 6434-003-0 1 00 View from northwest corner of property looking west. View from adjacent (west) property line looking east at adjacent property (north). 443-460-462-463 East Shore Drive FLD2009-02009 _.}., View from southwest corner of property looking northeast. View from front (south) property line looking south. ~. .p,.,~~. ... :. > :.. ~...,., v ~~ ~ ~ View from side (east) property line looking north. View from side (east) property line looking north. Planning Department Clearwater 100 South Myrtle Avenue > Clearwater, Florida 33756 Telephone: 727-562-4567 ~ Fax: 727-562-4865 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION O SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION including 1) collated, 2} stapled and 3) folded sets of site plans O SUBMIT APPLICATION FEE $ 1,205.00 CASE #: FLD2009-02009 DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: SURROUNDING USES OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: ~ NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS 51TE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 2/02/2004) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: {Code Section 4-202.A) APPLICANT NAME: Louis Developments, LLC, Elias Anastasopoulos MAILING ADDRESS: 630 South Gulfview Boulevard, Clearwater, FL 33767 PHONE NUMBER: 727-461-9300 FAX NUMBER: 727-443-3063 PROPERTY OWNER(S): Louis Developments, LLC, Elias Anastasopoulos (Must include ALL owners as listed on the deed -provide original signature(s) on page 6) AGENT NAME: Terri Skapik or Bill Woods of Woods Consulting MAIt~tNG AoORESS: 1714 County Road 1, Suite 22, Dunedin, FL 34698 PHONE NUMBER: 727-786-5747 FAX NUMBER: 727-786-7479 CELL NUMBER: E-MAIL ADDRESS: terriskapik@woodsconsulting.org B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS of subject site: 443, 462 and 463 East Shore Drive, Clearwater, FL 33767. LEGAL DESCRIPTION: See attached warranty deeds. (if not listed here, please note the bcation of this document in the submlttaq PARCEL NUMBER: 08-29-15-16434-003-0080 08-29-15-16434-003-0100 and 08-29-15-16434-002-0100 PARCEL SIZE: 1.25 acres total (acres, square feet} PROP05ED USE(S) AND SIZE(S): Commercial dock with 50 wet slips; 18 slips for existing attached dwellings located at 462 and 463 (number of dwelling units, hotel rooms or square footage of nonresidential use) East Shore Drive and 32 slips for rent to the public on a first-come, first-served basis. DESCRIPTION OF REQUEST(S): Demolish two existing docks. Construct 7,305 sf dock with 50 wet slips. Upland parking plan Attach sheets and be specific when identifying the request (include all requested code deviations; e.®. reduction in required number of parking spaces, specific use, etc.) storm water and landscape plan for 16 marina parking spaces. Page 1 of 6 - Flexible Development Application- City of Clearwater DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS ITDR}, A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES - NO ~ (if yes, attach a copy of the applicable documents) i C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) Q SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) See attached warranty deeds for 443, 462 and 463 East Shore Drive. Q. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) (] 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 docks meet the setback and width/length requirements and are in scale with existing docks in the immediate area. The use of the marina is consistent with the docks in the immediate area and the vision of Beach by Design. 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 docks will increase the value of property. As the proposed docks meet the City's dock code, they wilt not impair the value of the adjacent lands or 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 docks are for the use of the motel patrons and to the general public on a first-come, first-served basis. The need for public slips is desired in this area as addressed in Beach by Design. Therefore the docks are compatible with the City visions for this area. 4. The proposed development is designed to minimize traffic congestion. The docks will serve to decrease traffic. Traffic for the slips being rented to the public is not anticipated to cause traffic problems as there is adequate parking planned for this site. Beach by Design identifies this area specifically for public docks. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The 20 attached dwellings will remain and are consistent with the character of the immediate area. The 32 wet slips available to the general public for rent will serve to improve waterfront access to the general public. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See DRC comment/condition response #14 under Zoning (attached). Q Provide complete responses to the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary} -Explain how each criteria is achieved, in detail: See attached. Page 2 of 6 - Flexible Development Application- City of Clearwater E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) 0 STORMWATER PLAN including the following requirements: Existing topography extending 50 feet beyond alt property tines; _, Proposed grading including finished floor elevations of all structures; - All adjacent streets and municipal storm systems; Proposed stormwater detentioNretentfon area including top of bank, toe of slope and outset control structure; - Storrnwater calculations for attenuation and water qua6ry; - Signature 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 ^ COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) 0 SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ^~ TREE SURVEY (including existing trees on site and withln 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; Q LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Goordinator 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 ptat is provided) COPY OF RECORDED PLAT, as G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.Aj Q SITE PLAN with the following information (not to exceed 24" x 36"): _ All dimensions; _ North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ Location map; _ Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; Ali required setbacks; ____ All existing and proposed points of access; Ali required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, trey masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; ___. Location of all street rights-of-way within and adjacent to the site; __ Location of existing public and private ut(lities, including fire hydrants, storm and sanitary sewer lines, manheies and trft stations, gas and water tines; 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 lighking fixtures; and __ Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in wrltten/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; Page 3 of 6 - Flexible development Application- City of Clearwater Parking spaces: total number, presented in tabular form with the number of required spaces; ___. Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; _ Size end 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 alt nonresidential uses. Q REDUCED SITE PLAN to scale (8'r4 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 stormv~ater'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; H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ^~ LANDSCAPE PLAN: _ All existing and proposed structures; _ Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscaping islands and curbing, _ Proposed and required parking spaces; _ Existing trees on-site and immediately adjacent to the sfte, by species, size and locations, inGudmg dnpGne (as indicated on requtred 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. 0 REDUCED IANDSCAPE PLAN to scale (8'h X 11) (color rendering if possible); ^ IRRIGATION PLAN (required for level two and three approval); ^ COMPREHENSIVE IANDSCAPE PROGRAM application, as applicable. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are In issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ^ BUILDING ELEVATION DRAWINGS -all sides of all buildings including height dimensions, colors end materials; ^ REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (8'/a X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS /Section 3-1808) ^ 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 shaft include the street address (numerals) ^ Comprehensive Sign Program application, as applicable (separate application and fee required). ^ Reduced signage proposal (t3'/: X t 1) (color), if submitting Comprehensive Sign Program application. Page 4 of 6 - Flexible Development Application- City of Clearwater FC. l°~1:Ff'lC Il1ti:A("('a~'UD~':~S:ee~ior~ 4-2O~..A.13 attd ~-801.0 ^ ire '. oiu~iie a~ repairer! a# prapased deve~Opment ~~ii1t d~rade the acceptable (eve:! of Nen«iee #isr any roadway as aclopted .~ the Cnr~pre)aensiuE P'ian. Trdp.cd.pneratior~.shalt be based on th9 mast recen# edition of the f;?stittJte o#'Transparfation ~n~naet's Trlp General INanual. t~efer to Sect#on 4801 C'of fha Gonlmuni#y Devaiop.ment Code for e~cep#ions to this rey:uirernent. L. SiGNA'FUR~; II i, the landerroigned,,acknawiedge that a:i9 representations made in this applicafia~ are true and accetrate to the best of my kno~rriQdge and"` authorize ~Citq represetttatYvas to vtsfP and phutogi^aph the property described: in finis applica#ion, u-+Gl~ ' zi~raature! Csf property Gv~rner ~r repi• sect(:~(Pvrr: STATE OE FL0;3tDA, COUI'JTY Qi= F1N~LLAS ' n to and subscribed before me this _1___~ day of Ft. [)_ ~~ to andlor by ~ ~ e1~w..~A11'i, ~~ ~ who i ersonail. 'rtow has produced as,. id~n ificafion~ N'ot put~[ic, __ iv7/ can~missian expires: Q'~(o' Q~ ~ .............N..................... Th1ERINE JO LE~BETTER ttA ~m~Y~P~~„ ~ U Comm16DD0463627 `~;'s. e~` Eupiras 9!16!2009 N~ ~ 64: gondad thru (B00);322 y',~',o~ F;~~+~~` Florid ~Pdotary A:::': ~::.i , 3..... ,.... ... Pale 5• of 6 - FEexiwl~ Dav>Miopilicrlt ~ppiiaation- City of Ciear~vater _ I. ..,_ .... I ~~=r-~~~v~-r- r~ ~uT~aRt~~ ~G~~tT: Louis Developments, LLC, Elias Anastasopoulos _......._ ..,.~.»..w,._ _.. . , li i .Y...._.. __._...•____ tf`lames of h~i propeely owners on deed M please h'13lh1T fuE[ narnc~s} """ 1. That {I ~m/roe a.re) tha a~nm~r(sj ~nct record title holders} of the failawing described property (address ar gen?rai iacatlon}: 443 and 463 East Shore Drive, Clearwater, F'L 33767 ~ iii ., • ..~ ~ !'t(p ~- ~ r~ S t '~ ~. ~. z D ~'- Je- t ~ ~ t t~ / w c. j~r r ~ {'i. 3 3 ~~ ~ "~ -.~.._ s ~ t i 2. T11at this property cunstittltes the praPerty fo:r which 8 request for a: (d~scrhe request) Remove existing dock and construct new 50 slip docking facility. ..~.. _. it tt ~ undersigned (1laslhtlv~) ¢.ppoirtted and (doesldoj appoint; ---..~ .T,._. 3. That # Terri Skapik and/or Bill Woods of Woods Consulting -~.._ _-__. as (tii~(iiteir) agents} to ~iY.ecute ariy petutians or other documents necessary to affect sur;h petition; ~:, That this affidavit Etas, heen pxWcr.fted t~ indlice.fhe Cikj of Cleer~rater, 1=€arida to consider and act on thQ abflvr;; ct.~:scrii~ed property; ,. 7'ttat site visits.fo thy: property ~tre neoess2ry try City representa#ives iai ardor to process this applioat8on and the av~rner dutf;arizes Ci#y repressnfiativs to visit and"phaEcgraph the pvoper#y described in this appilca#'ion; 6. '"That "{iu,fc}, ihe;. tzndersgnad auhorGty, heret~y enrtify that ttte foregoing is krue and correct. it ~I Property C?~vner I~; I -- - .•_ Property Owner i Property Owner ~ Property Owner ~~~~ ~--~-'- GOUNT`f IO MINI=LEAS ~Efc,:re me the u:n.dersigned, an offic.ei duEy can•rmisctan by the iaws at the State of Florida, an this ~ ~ da of _.~ Y ~~'~~ I , p~^ personally ~'PPeared ~ la.b ~~~}a~j~,~Q~U~.~jS wtia having beer tirstdulysworn Deposes d says that ttt~Ishe fully.raridersfandsth~ ccntprttc of the arfi;aav(t tftat he6site sign d, i ~.~qo n ...............nbonl.n•un. n.i KATHERINE JO LEDBETTE ~ ,,,+'+",~,,, ~ Lary «~lio pity Cornmiss:ior3 ~xpices: ;,°o,~'YP~a•,,, commr8 DDp~6382Y 1 ~~° Expires 9/16/2006 ~ , :: ~, I , r"„--~,F Bonded thn,.{~0~4'~ ~~ I .. i ~"IF'7eiRn:fT3~ UEJ7I YfiR'~6T7~7,~(iT71t~3Pll7R F't}17173~f1°jfEl~.t7{p °R:t 1'GVMt'~1/~I(:.'tfbiC 4c.:veinpm~nTa[ ~p~liaatfas 2003,.cJpr,` I?age 6 of £ ~- }=flexible Deveiopn^~ent Application- Glt.y of Clear,,vaier ATTACHMENT A Louis Developments, LLC 443, 462 and 463 East Shore Drive Clearwater, Florida 33767 City of Clearwater DOCK CRITERIA SECTION 3-601C.3. (a) through (g) Revised (a) Use and Compatibility A mixed use commercial docking facility is proposed. 18 of the slips will be for use by the occupants of the attached dwelling units and 32 slips will be available to the general public on a first-come, first-served basis. The docking facility is in character with the current developments and the approved redevelopment criteria of the area. The proposed docks are in harmony with the surrounding area as they meet the City of Clearwater dock criteria and no variances are being requested. Furthermore, the docks are proposed in an area that Beach by Design has identified as being appropriate for public docking facilities. There are 20 attached dwelling units and 18 of the slips will be for those occupants. The remaining 32 slips will be available to the public on afirst-come, first-served basis for rent or lease to add public dock space as Beach by Design envisions for the area. (b) Impacts on Existing Water Recreation Activities Persons using the adjacent waterways for recreational or commercial purposes will not be impacted by the proposed docking facility. The proposed docks do not impede navigation or use of existing recreational areas. As noted above, the proposed docks do not require a length variance as what is proposed meets the City's dock code. The total length of the dock is 236 ft and overall length to the outer tie poles is 276 ft. As the width of waterway is 1,517 at this location, the facility extends only 18% the width of the waterway and does not extend more than 25% the width of the waterway -which is a common measure as to whether or not docks will impede navigation for a waterway. The proposed docks are also 328 ft away from the west boundary of the nearest channel, Mandalay Channel. See attached Exhibit A. (c) Impacts to Navigation As noted above, the dock as proposed is not anticipated to have a detrimental impact on users of the adjacent waters. See item 7 on the Attachment B. The City allows a maximum dock length based on the length of waterfront owned. As 315 ft of waterfront is owned, the maximum dock length (not including tie poles) is allowed to be 236.25 ft and the proposed dock is 236 ft in length. Furthermore, regulation prohibits docks from extending into a waterway by more than 25% the width of the waterway. In this case, the length of the dock including tie poles is 276 ft. The width of the waterway is 1,517 ft. Therefore, the proposed dock and tie poles only extend out into the waterway 18% the width of the waterway. This allows for more than 50% of the waterway to remain open for safe navigation. The available waterway between the proposed docks and the Island Way Yacht Club docks is approximately 800 ft. As noted above, the proposed docks and tie poles are approximately 328 ft from the west boundary of the nearest navigation channel, Mandalay Channel. As requested by Mr. William Morris, reflective tape will be placed on the outer tie poles as shown on Plan Drawings Sheets 16 and 17. (d) Impacts on Marine Environment The dock, as designed, should have no adverse impacts to the marine environment. Please find enclosed the benthic survey which shows the location of the submerged vegetation along the shoreline. The proposed docks are located such that there are no slips located over submerged aquatic vegetation (as no slips are located within 40 ft of the existing seawall). The main dock walkout has been relocated to be located where the current walkout is to not impact any sea grass. Furthermore, the Florida Fish and Wildlife Conservation Commission requested in-water markers with "caution sea grass" signs at the locations shown on Plan Drawing Sheet 18. These in-water markers will prevent boats from backing into the sea grass areas. There are also several No Mooring signs and handrails proposed in locations where mooring is prohibited to ensure boats do not moor in the areas of the sea grass beds. See Plan Drawing Sheet 12 Furthermore, the existing depths ensure that boats mooring in the slips will have a minimum of 1 ft clearance between the deepest draft of a vessel and the marine bottom at mean low water. (e) Impacts on Water Quality The mooring of 50 boats at the facility is not likely to adversely impact water quality. The new floating docks will be installed using pre-treated pilings that are vinyl-wrapped from the mud line to 2 ft above the mean high water line to prevent leaching of copper, arsenic and/or chromium from the timber into the water. See Plan Drawing Sheet 11 for the vinyl- wrapping details. Also, there are no fueling, marine service activities such as hull bottom scraping or bottom painting, no wash-racks, no commercial activities, etc that would contribute to a water quality problem. The applicant has also proposed a portable sewage pump-out unit to provide pump-out services to slip occupants to avoid overboard discharges of waste into the water. The facility will also provide proper trash receptacles. (fl Impacts on Natural Resources As noted above, the dock will not impact natural resources. Please see the benthic report which shows there are no submerged resources in the slip areas and the sea grass beds that are present along the shoreline are minimally impacted. (_q) Impacts on Wetlands Habitat/Uplands There are no wetlands, only surface waters and submerged vegetation at the site. The docks are located to avoid these resources. Handrails, No Mooring signs, Caution Sea Grass signs, and in-water markers will all serve to prevent boats from negatively impacting these resources. ATTACHMENT B Louis Developments, LLC 443, 462 and 463 East Shore Drive Clearwater, Florida 33767 City of Clearwater DOCK CRITERIA SECTION 3-601C.3.(h)(i-iii) Dimensional Standards 7. Proposed Use: The proposed use is for a mixed use dock to provide 18 boat slips for the existing attached dwellings and 32 boat slips to the general public on a first-come, first-served basis. The docks will provide water access for the community as addressed and envisioned by Beach by Design. 2. Property Width: The property width measured at the shoreline for the two properties is 315 ft and has been used to determine the setback and the maximum length and width of the structure. 3. Setbacks: The required side setbacks are calculated as 10% of the property width as measured at the shoreline, or 31.5 feet using the property width of 315 feet. The actual setbacks as proposed are 45 feet to the north shared property line and 48 ft to the south shared property line. See Sheet 5 of the plan drawings. 4. Length: The maximum dock length allowed is calculated as 75% the width of the property, or 236.25 ft for a waterfront property of 315 ft. The actual length as proposed is 236 feet. Including the tie poles, the maximum length proposed is 276 ft. 5. Width; The maximum dock width allowed is calculated as 75% the width of the property, or 236.25 ft for a waterfront property of 315 ft. The actual width proposed is 222 feet. 6. Area: The total decking area of the entire proposed dock structure is 7,305 square feet. 7. Width of Waterway: The width of the waterway at the location of the proposed dock as measured perpendicular to the shoreline at the tightest point is approximately 1,517 feet. The maximum length of the dock including tie poles is 276 ft or 18% the width of the waterway. The available waterway between the proposed docks and the Island Way Yacht Club docks is approximately 800 ft. Also, the proposed docks and tie poles are approximately 328 ft from the west boundary of the nearest navigation channel, Mandalay Channel. 8. Sea grasses As noted above, there are no anticipated adverse impacts to the marine environment. Please find enclosed the benthic survey which shows the location of the submerged vegetation along the shoreline. The proposed docks are located such that there are no slips located over submerged aquatic vegetation (as no slips are located within 40 ft of the existing seawall). The main dock walkout has been relocated to be located where the current walkout is to not impact any sea grass. Furthermore, the Florida Fish and Wildlife Conservation Commission requested in-water markers with "caution sea grass" signs at the locations shown on Plan Drawing Sheet 18. These in-water markers will prevent boats from backing into the sea grass areas. There are also several No Mooring signs and handrails proposed in locations where mooring is prohibited to ensure boats do not moor in the areas of the sea grass beds. See Plan Drawing Sheet 12 Furthermore, the existing depths ensure that boats mooring in the slips will have a minimum of 1 ft clearance between the deepest draft of a vessel and the marine bottom at mean low water. ~` ~' Conditions Associated With <~`~~ A FLD2009-02009 =~~ ~ _~K 443 EAST SHORE DR ~.,~~p cr ti~ Engineering Condition Steve Doherty 562-4773 11/20/2009 Prior to the issuance of a building permit: Not Met 1. Turning radii at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standards index #108. 2. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaimed water meters. (No meters shall be located within any impervious areas.) Note: All resubmittals shall be accompanied with a response letter addressing how each departmental condition has been met. Environmental Condition Sarah Josuns 562-4897 03/23/2009 No issues. Not Met Note: All resubmittals shall be accompanied with a response letter addressing how each departmental condition has been met. Fire Condition James Keller 562-4327 x3062 11/25/2009 Driveway needs to be straightened to allow for fire access, provide a template showing the ingress Not Met and egress of a fire apparatus Provide and show on the plan minimum 30' turning radius for emergency vehicle ingress and egress at all entrance and exits. PRIOR TO CDB Landscape Curbing Condition Matthew Jackson 562-4836 11/25/2009 Per Section 3-1204. D. all landscaping must be protected from vehicular and pedestrian traffic by Not Met the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Provide curbing along the east and west sides of the parking area. Prior to CDB Landscape Matthew Jackson 562-4836 11/25/2009 Plans reflect two trees in proposed parking area to be relocated. Provide location. Not Met Prior to CDB 11/25/2009 Pursuant to Beach by Design "Marina District" parking areas should be screened from Clearwater Not Met Harbor. Augment landscaping on the east side. Where appropriate, one shade tree is required every 35 feet (not less) and must be placed five feet from pavement. Three palm trees may be used for one palm tree. Ensure that the placement of oaks or other shade trees do not conflict with the canopies of existing trees. Prior to CDB 11/25/2009 Beach by Design VI1.6. requires all surface parking areas to be landscaped so that the view of Not Met such parking facilities from public roads, sidewalks and other places is determined by landscape material instead of asphalt. Provide more landscaping along the west side of vehicular use area. Where appropriate, one shade tree is required every 35 feet (not less) and must be placed five feet from pavement. Three palm trees may be used for one palm tree. Ensure that the placement of oaks or other shade trees do not conflict with the canopies of CaseConditons Print Date: 12/02/2009 Page 1 of 2 FLD2009-02009 443 EAST SHORE DR Landscape Matthew Jackson 562-4836 Prior to CDB Storm Water Condition Phuong Vo 562-4752 11/19/2009 The following shall be addressed prior to issuance of the building permit: Not Met 1. Please provide a minimum of 6" freeboard for the proposed pond. 2. Submit a copy of the approved SWFWMD ERP permit. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 2. At building permit application, applicant shall submit drainage report, soil report, and any other drainage related document for review and record. Note: All resubmittals shall be accompanied with a response letter addressing how each departmental condition has been met. Solid Waste Condition where will Solid Waste be disposed of from boats? Not Met Traffic Eng Condition Bennett Elbo 562-4775 03/18/2009 Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule Not Met and applicable fee shall be paid prior to initiating construction. Note: All resubmittals shall be accompanied with a response letter addressing how each departmental condition has been met. Zoning Condition Matthew Jackson 562-4836 11/25/2009 Site plan provided does not include all the subject property. Revise plans as such. Prior to Not Met CDB 11/25/2009 Identify sanitary facilities on the site plan and if handicapped accessible. Pior to Not Met CDB 11/25/2009 East sight triangle on Papaya Street access is drawn incorrectly. The sight triangle should follow Not Met the vehicular use area. Revise and note if the existing tree needs to be removed. Prior to CDB 11/25/2009 Provide documentation on how the separation of the docks being used for motel patrons and Not Met those for rent to the general public will be maintained. The proposed upland parking plan provides parking for 32 of the docks, but if any of the docks proposed for the hotel are rented, then the upland parking plan will be non-compliant. Prior to CDB 11/25/2009 Redesign the parking and sidewalk immediately north of the handicapped stall to add one parking Not Met space. Prior to CDB 11/25/2009 Show location of portable pump out equipment and holding tanks with method of screening. Not Met Print Date: 12/02/2009 CaseConditons Page 2 of 2 Woods Consulting Environmental~e~u~ittiyn$1 ~r~~~e Engineering Hydrogeo/ogy Land Planning Matt Jackson 1714 County Road 1, Suite 22 City of Clearwater Dunedin, FL 34698 100 South Myrtle Avenue Clearwater, Florida 33756 Re: FLD2009-02009 - 443 East Shore Drive Revised to Address Correction in Existing Upland Use of Properties Dear Matt, In response to the DRC comments dated 12-02-09, please note the following: General Engineering: 1, 2) As discussed in the DRC meeting, the updated plan showing the 30' egress and 20' ingress is acceptable to the Engineering Department and Fire Department. Also as discussed, the template showing the ingress and egress of a fire apparatus is not needed. Environmental: There are no issues. Fire Conditions: 1, 2) As discussed in the DRC meeting, the updated plan showing the 30' egress and 20' ingress is acceptable to the Engineering Department and Fire Department. Also as discussed, the template showing the ingress and egress of a fire apparatus is not needed. Landscape Curbing Condition: 1) Type "d" curbing has been provided on the east and west sides of the parking area. Landscaping: 1) Please see Engineering Sheet 3 for the location of all the palms being replanted. 2) Additional landscaping has been provided along the east side of the parking lot to provide screening from Clearwater Harbor. The location of this landscaping was placed as shown on the plan that was marked up during the DRC meeting. 3) Additional landscaping has been provided along the west side of the vehicular use area to provide additional screening. The location of this landscaping was placed as shown on the plan that was marked up during the DRC meeting. Stormwater: Please note we acknowledge the two items as listed prior to issuance of Building Permit and the Office: (727) 786-5747 Fax: (727) 786-7479 Email: info C~3woodsconsulting.org www.woodsconsulting.org two items listed as general notes regarding permit. The proposed pond will have a minimum of 6" of freeboard. A typographic error on the plan stated the top of bank was 3.6 and was changed to 3.8. Solid Waste: A dumpster enclosure with a solid white 6' high pvc fence will be installed at the located discussed in the DRC meeting. A detail has also been provided on the detail sheet. Traffic Engineering: Please note we acknowledge the item as listed. Zoning; 1) The plan has been expanded to show the entire property. 2) There are sanitary facilities at the existing attached dwellings that will be made available to the marina tenants. The applicant will provide a handicapped accessible plan as part of the application for the building permit (see Engineering Sheet 2). 3) The sight triangle was redrawn and the existing tree will be removed 4) Please note akey-coded gate will be installed on the dock. The tentative location of the gate lock is on the main walkway at the end of the south dock between slips 34/35 and 36/37. Keys will be provided to marina tenants only. The remaining slips will be used by the occupants of the attached dwellings. The applicant is aware that the maximum number of slips that can be rented to the public is 32. Should the applicant wish to rent more than 32 slips, the applicant understands the City would first have to approve a revised parking plan with additional parking spaces such that 1 space is provided for every 2 slips for rent to the public. 5) As discussed in the DRC meeting, we will not be adding a parking space north of the handicap space. 6) The portable pump out will be stored within a 5'x4' storage area within the dumpster enclosure. There are no upland holding tanks proposed as the unit holds 55 gallons of waste. The unit is emptied after each use. Thank you for your assistance and please feel free to call me if you have any questions. M regards, Terri Skapik Senior Hydrogeologist Woods Consulting P:Wnastasopoulas Docks (444-07)Wnastasopoulous -Clearwater DRC response 01-11-10 rev.wpd CONSTRUCTION SITE PLAN FOR: 443 EAST SHORE DRIVE LOCATION MAP ~~ ~~ -` ~~ N ~ ~>, X74 ,r. ..,,I.- ,. - ; r z LEGAL DESCRIPTION SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA Prepared For: LOUIS DEVELOPMENTS, LLC 630 S. GULFVIEW BLVD. CLEARWATER, FLORIDA 33767 Prepared By: ^^^^ ^^^^ L M .... ^^^^ Landon, Moree b Associates, Inc. CIvII b Envlranmmtel EnDlneeo -Planners -Surveyors ]1622 U.6. 19 NORTH PALM HARBOR, FLORIDA ]4684 Phone: IT2TITR9.6919, Fag: IT2TITeT.4]99, Toll Frcc: 1-969.263-T96! W WLY.LMAENGR.cOM ER D409A PERMITS Mn ~N~sE~I ARUOF,N6 PRO,EOr. N0. OE pT ENOLBNATµ FFAILiMETO~AINf NTHEfiE BNiR CnE ORLEMEM p~Id1 V.MgI MAY ~6UNSM ET6IFTEONE lt~U~BOPtl2d1i 9 EiDFMENrwoE 1,ER1619EFnREeE61NN~N4~RRPRaN6E4,~ / PLAN INDEX \ 7. COVER SHEET 2. SITE PLAN 3. LANDSCAPE AND ERDSION CONTROL PLAN 4. DETAIL SHEET SITE DATA 1 Py16EL ID D: D!/291t61t64]4l99Letee :TrtouRlsrosrRicn ER rytESaar FnclunES wcp PRO~6cr AREA Ie.Pw~io:~ncnes I 6E1~91 FR9Po]ED~9ftPte ~ ut6 Nswl PyIIfING flEpU1REMENT6: N6PACESFROxOEOpNOLUgNO t N/ANOIURI REVISIONS JULY, 2009 JOBIi 672-07 CONSTRUCTION TECHNICAL SPECIFICATIONS I Ic VI ~ I " ." wl~= - x u ..«rmw%>~we ~""."."~~µ.,u uu ab cn...u. V.e i Iv ~ ~ m~ . .u^ ~~"`T .rup.u w....u...... w~•~i°.~"...s .n m..b~m. s«w. .. n, ~""" ~ I -¢ ss c;ay Ir= _ a -/~IFI.-"moo CON TRUCTION`NOTES ..... env ~ rwn ~ r. m n m.>.~ _ _ _I a' a+ LI rs I 14--- ~~'~ u uNC SrLOTIgsoNai I, s6 c .I^ II ,.~.w .~.."w.,....._.~,.. °...".r.n....nb..,...ar...w. 4~.I r, ~fl I I; ay~ u ^,~ - ;w ~~ wJ~4ti. 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L"..M• X41 a mm rm. um sm ru osmium uews . _ ]~6e 1NAVD era onrulnl 50 I~n -I I BERN I 1e `_ ~ x m SE POND ETEN A N.T.S an -A . f E snac LEGlelVO rxoras s ~ ~ P n -. P rwsneE s ow ~ I I ~ - PN. NEw ItSPIU LI ___- J ® z I~- ~ a W~~ ®~ ~~LL ~ ~ ~» ~ z w~~ ~ a W~~ Q a ~ ~ ~ f~ ~ ~. o ~, J ~_ ~a 3~~ ~~~ 5 ~~~~44.. ~7 1I ~ H ~1 L'ckl ~ W" ?al~~ i OF4 STORM WATER POLLUTION PREVENTION NOTES WNw a.~ i ..~w. ..~ .. .. . ..... I.. .1 .... .. ue.. s ar • ~~W~+evn' nla w.ln~.%n sati~aanne Winn ~IS~nI ~w.~wnn ~eim1~M L.aw.. ,. e, ... .x .~.. ~.. m...~ m.. 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Khere inigplipn plpee e e Innolled antler spholt slpevsa must ha InetolletlOe GRAPHIC SCALE ~I -1 t few racr )Ih TREE PLANTING DETAIL `~ C~LQ~`~9®~~/Q~~ ~~~G~~ ~ D~ a ~,ilf~~ ~ -- - - .~... _..9~_~.-- I M~z.~ I ~I -~ j :9 o I,e,. 1~/r~j ~- ~s 1 ~ ~ A~ I ~ p it Ml ' f ~?la{,~ u. ° I ~ p( , ~I `~ III ~~ ~ - ~ --~`~ I ~ II P.W ~ Y ~ I ® I ~ I t 1 ,;-Lli" IS" ~ III ~d I~ ~( n r ~ ' ~, :~ - I ~ ,gyp-~~ 'r~ rp-p~ll~ ` ul. ~ I o LI tit I II t ~," io i - ;1- PA(_H, PCANPNC OETA/L SHRIID ,f GROUNDCOVER PLANTING DETAIL ac,,., rrwr NOTES: 1. THE CONTRACTOR SHALL INSTALL A fi' HIGH SOLID WHITE PVC FENCE AROUND THE DUMP6IER ENCLOSURE INSTEAD OF THE DLOCK WALL WHICH IS SHOWN BELOW. 1HE 6YAND GATES SHALL AL50 RE CON6IRUCTEO OF 6000 WHITE PVC. A SMALLER 4' CAIE SHALL OE INSTALLED ON SIDE. 2. THE DIMENSIONS OF 1HE DUMPIER ENCLOSURE SHALL DE ENLARGED TO ACCOMODAIE 1HE PUMP OUT 6TOPACE AREA (SEE SHE PUN FOR DIMENSIONS). nv v.r• IrmJ a .~.. Fn': nmi , ~ io~lY ~ .. oo N,I ~ %~^ a-b ei..~~~ ,..~. P.~. n,P~ o ~ ° ELEVAnON R u rc ~ IiMJM n>. 6' LS NOTES. elu r ~p~ ati ~~ i Henna "~ ~..... wrn+~n~P++N Uq a.~w~ s10. eP~. ~ en "wwti~ a asrv nueu .... n. . ~e, . "uilua m,. n.r.rl e..wn nmr a.n rr"."s..n nnun n ~ -i/Y ar. w Z I I- NDTES: 1. GRATE: U. S. FOUNDRY & MFG. CORP. N0. 6212 OR EQUAL. 2. STRUCTURAL DESIGN TO BE IN ACCORDANCE WITH FOOT INDEX N232. ^ I s Mi uw self 1 T ~ EXn.a ~, .Da wP~ N~N°E ~ =r' I r " ~ snuua eom rz ~~n°01'n jm.54 SKIMMER ~FTAII '~B~"`°N.PIA,E°°""E° rL~ "...fi. PLAN N.T.S. ah ~ Riuu n SECTION A-A SECTION B-B N.T.S. N.T.S. F.D.O.T. INDEX 232 TYPE C 'MODIFIED' OUTFACE STRUCTURE COPYRIGHT OF SPILLWAY SLOPE 1/4'FT SLOPE 1/4"FT I' RADIUS 6'X6' H10 WWF • ~ I` r ~ I` : LEV. 4.0 PLAN VIEW Awu~ aau\ ~~ ~/ 6 SIDE VIEW NoIE 1. CoNCFEIE ip RE ].ODD Psl . ]/4' DHAMPHER oN PLL EXPOSED EODEEs ]. PfloNOE A 91]' RIP-RAP PAD AT fiO1TOM Of FWME. 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(FLAij •- FF a+e ._._._ L j§ - 9 TI ~ _ .~.a dG _ ~ Fj - R ; '` < E \ €F 1d jc_ S EP _ ~~~~ ~ \ ulL ~ I~,y '~[~ llL )~j JIJI ~ ~`L 0000'I.ONE: •nP^ryFJa.~LPi ACCOMDiCT0 FJ.IULNDIOI[a:e,-G, _ aPDMITY P,15M40Aia-ffSEl _ EOFSIfnVEY: G eoUNWnY 09C: nEncw ~- L L~r // ,.4 GG SiGIVATF1ilIIY? 4• O / J ~ - ourmertcnOUND a+Fr0.aa.nnens oanDn-vcnarxnauvenFen iouxe0 rxeeFrns nertn nD~sN~rexY, Deuc snOUn~nPC'Qfxc rF'`'GP rv~meoswcLn•o9 oAmraANNlananxuuFDF :°nDx ro 6 ... o:on v ADDRESS: n9150FFL[LO erApmC6; Z~J.~~V,NGDT-0F-NAY LDaE 46t@16l EASTSIIDDE DiW2 ~cuonc ~~n'~ AND Vncanr LOr, ~ ,. UItEH IZ jJC~'F~yr ,n..evw-¢ cLEnmm~Ten, m.omm~ DATL: 1_1aZnnR 'OLICY ~;e,occt ~ Lv `cu::ugmryACm:u ~~~~~~ Y ~yIIrp,-I rO: LODI9D BYRLDVAlEnrS, LLC a -~~-. ~ . pBpWA IIY: F.P/aAfR _ NOFAUUN06p6pOUN0IJO UPOII SU A~FFAN0.EF clEnrt~ wnFiEplAxoApEAwnD>,r.wrn LUE N.60. ATIIE CONiE0. IaFFPSECIION Of PAPAYA STpFEf FAST 0.XOpEON c. Elav.. .sa IIUVD Fe OANN7 N6P Puri Pnlulm~4'ry0.ppOw 0•, se Dww PF D0.IUN) JOB NO. 07-0733 ~~1~ n;~rA~AssD~LS~.wD. ttDAVUa-en-nra 6'FnmaoLE,FLOaunw ann . aoraemNassaaw L.CFNSPmp ~OSDiPSS Y 6519 t BENTHIC SURVEY & BATH'~I~ETRY DETERMf(~AT1C3N 463 & 443 EAST S~#ORE DRIVE, CLEARWAT~~, FLORIDA Prepared for' Elias Anastasopoulos Lewis Development 630 S. Gulfview Boulevard CleanNater, Florida 33767 Prepared by: Woods Consulting 1714 County Road 1, Suite 22 Dunedin, FL 34698 727-786-5747 Fax 727-786-7479 January 9, 2008 ~c~s ~'an~ul~ir~ Eirvironmar-#a~ Permtt#fng Mane Engfne~ring Hydrageolo~ry Land Pfatrning #7't4 ~ t~.rnedin~ (134698 January 9, 2008 j ;Elias Ana~tasopoulos ,Lewis De~eiopments 630 S, Gu fview Blvd. Clearwater, FL 3.3767 Fie: Benth:ic Survey and Bathymetric Determination Repot j 463 & 443 East Shore Dr'rYa I,DI ar Mr. Anastasopou~los: 'As required by Pinellas County, the Southwest Florida Water Management Di trio, the ', Departm.ant of Environmental Protection and the US Army Coups of Engineers, Woods Consulting performed a benthic survey and depth check for the above ra~ferenced site, located at A63 i~ 443 East Shore Drive in Clearwater, Fl:orida.. Woods Consorting conducted the field work on ®~ecemf~er 20, 2007, under the guidance of Witlfam V1/oods, Senior Environmental Scientist. To perform the benthic survey, a total of nine (9) transects as shown on Figure 3 were swam to document the types and locations of valuable submerged resources such as sea grasses, worm ',tubules, fish, cabs, oys#ers, soft corals, algaes, etc. i 'The project site consists of two (2) adjacent parcels. Please refer to Figure 2 fordei:aiied parcel information. Both parcei5 exhibit a sand bottom with minor to moderate overlying silts and shel'I material. The entire shoreline of the project site is hardened by a concrete seawal , No emergent vegetation was observed on the shoreline. i i 'Sea Grasses ,Sea grass was encountered on all Transects and observed continuing ofif the project both to the north and south. A medium dense bed of Cuban Shoal Grass (Halodu~le wrightu) was observed at varying distances from the shoreline beginning south of Transecl;l and to the north of Transect 8~. A medium dense bed ofTurtle Grass (Thalassic testudinufin) was observed intermixed with the Cuban Shoal Grass beginning south of Transect 1 and terminating north of Transect ~l. Another 'medium dense bed of Turtle Grass was also observed beginning `north of Transect '5 and 'terminarting rrridvvay between Transe.cts 7 and 8. P,dditionalay, a small bed of medium dense Turtle Grass was observed beginning just south. of Transect 9 and continuing offsi~te to fhe north. PAII sea grass densities at the time of the survey ranged befiween 3Q% and 50% total bottom coverage. Sea grass bed densities appeared to be lowest on the fringas (both landward and waterward) of the grass beds. Please refer to Figures 4 and 5 for detailed sea grass.bocation information. {7~7} 7"147 ~ 7'a~-7479 E"~at[: ~tfio~tiv~scot~l~rtgorg Wawuwaodst~onsui~i~.+ca~g ~,~ Other Benthi.c (7rga~ni5ms Oysters (t;Yassofrea gip.) and barnacles (Bala~romorpha) were observed encrusting the pfGings ofi the existing docks and seawall in the project area. The barnacles extended From the mean high water fine to the bay bottom. The oysters e~ctended from a:ppro~cirnately 1 foot below the mean high water line do the bay bottom. • i Oyster and other shell debris were observed on the bs bottom in th - ' ' `t ,F- ,. y e vicini y o I ransect 4. Occasional clusters of oysters were observed throughout the debris areas. Viability of the oysters rah.ged from 10 to 20 percent. Ptease refer to Figure 4 for detailed oyster debris infiormation. A smala, moderately dense bed of oysters was observed in the vicin6ty of Transact 2. The viabibity of the oysters ranged from 20 to 25 percent. Please refer to Fi:gtire ~ far detailed oygfier bed information. ofiher benthic organisms were observed at the time of the survey. Ptease refer to the attached uses 4 and 5 for detailed benthc information. ',PI',ease note the field team also measured approximate water depths. I he depths shown in ;Fijures 6 end 7 are referenced to mean Iow water (MLV1l) and include the 3 ft depth art mean low wi~ter contour which is the minimum depth required for permitting commercial boat >Iips. you have any questions, please feel free to confa.ct me. fVty regards, 1/Vill'iam Woods Senior Environmen~l Scientist Woods Consulting ^ocks (444-07)~Benfhicl6enfh~ report.wpd SCALD: NTS x463 EAST SHORE DR PARCEL ID # 08/29/15/7 6434100310080 443 EAST SHORE DR PARCEL ID # 08/29/1514 6434100310100 CLEp-RWATER, FL 33757 LAT: 27.980145 LON: 82.825358 1N0ODS CONSULTING 4794 COl'JIltY RO:Ip t, Sllfi"c 22 Wed, 09 Jan 2008 - 11:01am F:1Anastasopoulas Doclcs (444-D7)1CAD18ENTHIC:eJurg s~ t 1 1 c FIGURE 1 ~; ~~ -. _ L~ ---' / -'..~ J " _ _ - /-' - i r. - -- -I ~- ~ i ( - 1 ~,° 't ,, -~_ r ~- - r - - - ~~ _- _ _ 1 f ~ t ; .~ u ~ , ~ 1 1 ' ~ - -- - __ '.~~' '~ ,4NASTASOPOU.LAS LOCATION MAP .L +, \ WATERWAY WIDTH >'1,000 FT WATERFRONT WIDTH 315.0 FT MHW +0.4' MLW -1.s ELEVATIONS REFERENCE NAVD-'F988 SCALE: ~" = 8'0' . f~_ 0 ~ LJ ff~~ ~~~ ,. ~o ~' e4 c ~ _ I I ~y ,~/ /eb/ s 3f _ l z3 ~~t~~ Pj 39 I Te 77 76 YS Y4 T3 II no3~Ea... I ong3fa.._ .,~2si1 rsh V .,f2~i^ ~~H sfr~oRP n. S/s.~0r~'fi n_ WOODS COf~SULT!!~G AI`lASIASOH~'C7u,9LAS 17'14 eaunrrr r~oxn ~, sut~ 2'z __._ aunEOiN FL 34698 PROJECT SITE OVERVIEW PH (727 76s-5747 Fnr (~27 7ss-74~s DEPTHS SHOD REFEPEI/C£ ~'/l=AN LOGS G%9T/i (.~9L ~~ UVEd, D9 Jan 2008 - 11':D1:arn F:1Anastasopoulas Doclts (444-07)CCADIBEN i HIC.dwg _ `' ~\`?`atS? Pd\ ~ ~~ ~ ~~ . a~ O ~! ~- i ~~-ate-J ~uf O ~o a "'/ ?~ iEJ^ I ,~ ~"~ I ~~`~ ~a 4" ~ 4~I ~= n^.c:. 90 1 '' J 0 ~/ ri~ :..~ a ~. IG~I._ 4?d,.S a I :; :: ~ -~rn~i•.~= -y--~_Q L ~•;.a.::.: 't}:::F y..l a .-- • ..~de~ ~ ~~C~.~.t.~:".~`- ~.i%b o ~ =l~ :~. ~ .' ~~ r.~ ~': I• ~ Y~ u ~~ . WA fERWP`( WIDTH ?1.000 FT W,~ fEP.'FRORIT 1N1DTH 3.15.0 FT ELE1/4TIOTVS REFEF;EN:',F_ N/AVD-1988 SCALE: 9" = 20' Ev ~~ j 100° ~ 9'®` ~~~ -i.~ c~ 60' 9 5®°-I ~~.! (1° h - 1 i i 2'0 • - q~.~ww~~~ l o.' v v •• v w ~~ w ~~ I/VOQ®S GO°NSIJLTING n14. courm~_ Roru 9., surrE z2 G~B~U~E ~ ------ -- 9 = 9 ~A.6~S~C I LCIGA~9®Y~A E-- - --~- _ - -- i } ~ s 1.1~TLE GLASS ° Ehis i iNG Docl~ ~ SHOAL t~RASS } m . ~ I ~ O p -_~ iwi~~~Dii.i~ v~IV'a:7E uEW Vfr° - I T ° CUBAN SHOAL GRASS M_ED1UM DENSE BED OF ~ ~ (HALODULE WRIGHTII). TURTLE GRASS BOTTOM COVERAGE . ~ (?"HALASSIA T ESTUDhIVUM}. ~ RANGING FROM 3D TO 50%. BOTTOM COVERAGE ~ RANGING FROM 30 I O 50% :'~C~~ ° , INTERSPERSED 1lVITN CUBAN Sf-90AL GRAS'S.. ~ } .} t ~ ~ ,} * + + ,, + + + •r a + + + + ¢ + + + w v v v v v v v v v w v v w V V v;}Y' ~{-~.~.A Y..F.`~'+,}+~,. y,t:~.~. ~ \~ T .~.~~"+.c ii w v ., ., a .. o w d .. .~. v e. r. ~ v rvY• v ~ru t v} ;~ +w+ w ~ya. w V V V + 'v e v w : ~ +w + v w w w w w w v .~ T ~ + w+ x'7' }J' ~ 'f' ~'`+a~'+'t~ t- -} t i~. ; + .,y 't, I+ ~ 'r`~ 4- r + + ~-I 1 .v v .~i .v ' ~ .} ~+ 4 + V w vw~ v '+ ~} ~ .}T.} i~~.}v{. .}v{~ .} ¢'} i! +w-} `,-_ aw Y ~.yf }++ ~s ~+ }~ } v v r}i• v i• ~v-F~ +w+ 5r $`''+ ~ i'% .} v:} .ju {.v i .{.i} +~}~.~. .~ {. ,} ~c .~ ,,, ~ w V v v v v ~ v v V V V V V V V ~ i- v v .,P+ '- ' i-} + + { +~.} '}~ +Yw;- .:. w.} `r .}w ;. ,- ,t + v V • ~ t y + } + v v3. .F .F v{. -{! {. v,} :'(. ,F;v v .r v }. ` v v w w ~ v v G v v w V V w V V Y Y •, .. v v v v v v v e l v v v V w w v y v v ;. -: v-,~ b ~ +w + .p. iv + w V VVwvv vv v V• v+V ` V~ {•v ~• v v w v v v v v L v v v V v v v V ~r v L v V v ~ +.s i- a~.} iv + v w w '} v v v v vvvvVV VV w v v •w r. v v v v w w +. ~- v v w v w v v v ./ V V w v v v v v v ~. .. .. ~~• v v w. OYSTER DEBRfS w w v v v v ., v v u - ~. ~ v v ~ v V L °•'•~ v v v v .. ~.: OYSTER BED •~•=~' ~ '.~.r.- ~ ^~~ ~~ ~YICTIN_G ~ ~ ~ I! S~AUvALLJ ~~ ~ ANAS I ASOPQULAS WATERWAY WIDTH ?1.00.0 FT WAl'i=RFRONT WIDTH 315..0 Fl" 13.EV\9Tf-IIC COi~I'D9TIONS MH1ld+o.4' MLW _1.5' ELEVATIONS REFEREf~tCE NAVD-1988 INad, 09 Jan 20D8 - 11[01am F:Wna~tasoPoulas D°cics (444-07}CCADFgENTHIGdwg SCALE: 1" = 20' ~I~IJ_~E __ _ _ _ -- -- - - ---- -1-- -- - - --- - "' , } ;- _ T = TRA641S~C T LGCA T 1®641-- ------o----------- - - --- -- -- -- - --- - ~~ }i}i - l1RTL1=GRASS EXISTPNG I "~'° DOCK ~~ I S9-f®AL CLASS \\ I ` ° ~ ~oa° ~~ a ®~ M:EDIUM DENSE B`ED O'F CUBAN SI-IOAL GRASS M:EDTUM DENSE BED OF 90° (HALODULEVi/R1GHT11). CUBAN SHOAL GRASS BOTTOM COVERAGE (HALODULEWR9GHT11). RANG1NG FROM 3'0 TO 50'%. BOTTOM COVERAGE ° 00' RANGING FROM 30 TO 50'%. rrt ` 70, ` ~ ~~ ~- M'EDIUM DENSE BED OF ~ TURTLE GRASS 00 ~ ~ -~ (THALASSIA T E5'T UDIiUUM).~~, ~ Bo ~i i OM covERAGE 50` ~ ~ RANGING FROM 30 I O 50%. o ~ n. ~ ~ - .. ~ ., d 401 ~ ~ s v u v v y v V v V v '~ V v v v~ '~ v `~ V ~/ V v V v v v v iY v v v v v v V v ~ } V v v v v v \~ , V v v v v v v v v v v v v v v W v v v V T} }~ I ~ ~ v v v V~ ._ -v • V •5• V_ V ~• G •.'.• v J V .. W t _• v v W u v r v Y~ v v V b `- . P v {7 t..j ~ nl _~ ~ `~ , ~, V 'V - ' v v v v } V .Y b y ~ V V v V V Yl v V V W w v v * i, y t Iv w a. v v +~ ~ ~ w v „ V r, v .~. v ~ ~ ~ V r .~ v r Nh f :-~-F i-}+}} i• -'r ,F } } ~ Y.h~O } + + ~. - v by } 4 { } -r r } i- {- ~;- } } } } } Y } } -~. } i ry Ih h v ~. v w v v ei ri .'.r d~ }e.} vE` i:. t.v} }T}Y} }y} t } } } t } } ;~ fi} } } } 20 } } } } r } Y t } ~ } } T} }T~} } } } } + } } } }Y.p } } } .} } } } }r}}}?} ~ J v .a v v yr}v}Tqr }} .h } }r r ~"- r v v } } } {. } } } } } .~. } } } } } } }. i. ~. ~ v ~ u. ~h {. } }~} } r} }T} {. } } }Y}T}T}y } } }T} } } } .{.} } v v v ~~~~ I ~~ ~r~ ~ V ruin-one~~ ~ ~ ~~ ~~ I ~ ~~ ~~ C/\L71IIV17 B o SEAWALL WOODS CONSULYIN'C ANASTASOPOULAS WATERWAY WIDTH _>1.000 FT nt4 cauriv Boas t, sulrE 22 WATERFRONT WIDTH 315.0 FT ~UNEgIN FL 34698 f3'EN I HIC CO'Y\IDITIOi~9S MHW+a.a' PH (727 7BS 5747 MLW -7,5' r.~c 72~ 7as 747s ELEVATIONS REFtRENCE NAVD-1988 Vt/ed, 09 Jan 2DD6- 11 01am F:1,4nastasopoulas Doc-'ics (444-07)1CADif3ENTHIC.dwg SCALE: 1" = 40' ---_- - __ ~`_ ~' 0 ~~ - -24a ~_ o ~~ I X00, ~~ ~~ ~ ~ 99 10®' o a a ~. i X9'9 ~9 6Q`~~ ~~ 160° I I ~ ~ ~ ~ a m o _ % ~9 ~ ~ 120° ~ .:. ~ -~ ~ ~ ~ ~~ j 100° I o r~ _ ~ ~~ ~" ~' 60' ~ I I. ~ ~ o ~ e ~~ ~ ~ ~°~ ~ ~ I ~7 4 ~ G . ~ ~ _ 3.0, ~ ~ ~. ~. ---'~- ,; - 10' __._. _....u _ _ _... ®_Q_. __ _....__ ..._. _ .._ ....... __...__. . ©~ 9 0~ _....._.__ UCH ~~ [!~ fly Y~ Y7 ~~ V1/i70DS G01~9SU'LTI~G Ah\IASI-ASOPOULAS WATERWAY WIDTf-I >1,000 FT 1714 0001' RQ~U 1 su11E 22 WATERFRONT WI:DTI-I 395.0 FT puv~orN ~ 3assa API''RO~CII1/1ATE DEPTFIS A"f MEAI\I LDW 1/1/ATCR PH (727 706 5747 MI-iVFlf+~•q~ M:LW -1.5' F?x (727 7es .7479 ~OFPJh'S SHOdJrV R~FERENCF /~9E~N LOGS G/ATER A,iILGUJ ELEi/ATIO.NS REFERENCE NAVD-1988 Wed, 09 Jan 2008 - 11.01:am F:1,4mastasoPoulas Docles (444-07)CC,4DIBENTHIC.dwg SCALE: 1" = 40' - ~, - C ~~ ~~ ~D~~~G l ~~ -- --- -- ~ ----- 0 9~ ~`\\\ ~~~ \ ~~~ RI a ~ °~'~.. ~~--__ ~~ 9~ 9~ \ ~ ~ \a ~~ ~~~\ ® q~ 6v /`~ O q~ ~~-`III-".-_..._.~ ~-~i J ~_ ~ 9~ ~ ~ 9 ~ ~~ ~~ q9~ 0 ~9 99 ~ ~~ I ~ o aQ I o g p® 0~ ~~~ I I !f I ~ o II 11VO~DS CONSULT-ING ANAS TASOPOI:fLAS n a couHty ~qao ~:. surge 22 PH (217f Bfi 5747 APPROXIMATE DEP I HS AT MEAN LOW WATER PAU (727) has-~+~s #DEPT~IS SHO{~/rV Wed 09 Jan 2Q~8 - 11:01.am PtWnastasopoulas Docks (444-o7)\CADfBENTHi'C.dwg ~~AW ~.o~/ r~rArER 3~C X20 i® 260' r 2~0' d~ ~~U~ ~ F 200' ~ m 1 SO' 160'-{ 1 `-FAO'---I WATERWAY WIDTH >1.00_ D FT WATERFRONT WIDTH 31:5.0 FT MH1iFV x-0.4' MLW .-a,~' EL~/ATIONS REFERENCE iVfiVD-1.988 I#: 2005270950 BK: 14447 PG: 740, 07/13/2005 at 09:07 AM, RECORDING 2 PAGES ~/~fG~-~`~ ~`~~ $18.50 D DOC STAMP COLLECTION $31500.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKPRI2 Prepared by/return to: Nickolas C. Ekonomides Nickolas C. Ekonomides, P.A. 791 Bayway Boulevard Clearwater, Florida 33767 "~ ~, ~, _ ~~ __ '-_~ ~~ `, ~> GENERAL WARRANTY DEED ,, ~~ ~~ ~~ ~~ ~~ ~, ,, S ~ ~u1~ THIS WARRANTY DEED, Executed this day of 3nne 005, by FIVE OA'K'S SOUTH; ~.LC, whose address is 5315 Boardwalk Street, Holiday, Florida 34690, Grantor*, to LOUIS DEVELOPMENTS, ALE, who~s8 address is 630 South Gulfview Boulevazd, Clearwater, Florida 33767, as Grantee*. WITNESSETH, that said Grantor, for and in consideration of the sumof X30.00 and.other valuable consideration to said Grantor in hand paid by Grantee, the receipt and whereof is hereby acknowledged, hay granted; ~iazgained, and sold to the Grantee, and Grantee's heirs and assigns forever, the following described land, sitr~~e,lying aitd being in the County of Pinellas, State of Florida, to wit: ,, The Southerly 15 feet of Lot 9, and all of hots i 0, f 1 and 1~, Block C, A Replat of Block "A" and Lots 1 to I S incl. Block "B" of Clearwater Beaali Par~C First Addition, according to the map or plat thereof as >. recorded in Plat Book 21, Page(s) 21, Public Recoils of ~mellas County, Florida. . ~ ~, Parcel ID # 08/29/15/16434/O.U~/U1Q0, - Said property is not the homestead gf'the ~tantor: , ~ ~ ~'. SUBJECT TO covenants, r~~trictions; basements and reservations of record and taxes for the yeaz 2005 and subsequent years not yet due and payable. TO HAVE AND;P~~iOI.p'th~ same together with all and singulaz tenements, hereditaments and appurtenances thereunto belonging or in anywise appertainirigs and a~the privilege, right, title, interest, estate, lien, equity and claim whatsoever of Grantor, either in law or equity, to t'he only proper use, benefit and behoof of Grantee in fee simple forever. '. ~ , , AND said GYantpi does i~ere~iy fully warrant the title to said land, and will defend the same against the lawful claims of all persons whaprr~oevEr. _ .~ -_ _ *"Grantor ; arrd"Girantee" are used for singular or plural, as context requires. IN W~T~IESS WHEREOF, Grantor has signed and sealed these presents the day and year first above written. Signed, Se~l-azid Delivered in the presence of: " FIVE OAKS SOUTH, LLC Witness B Josette Doherty Print Name: ~' Q. `~ ~rZl~ Its: Managing Member fitness Print N ~~~~ PINELLAS COUNTY FL OFF. REC. BK 14447 PG 741 ~~', STATE OF ~$5 S _ COUNTYOF~~~'tG __ __, _ - - _ _ ~ ~ - ~ > I HERESY CERTIFY THAT BEFORE ME personally appeared Josette Doherty as Managing Mem6er~f FI1/Fv OAKS SOUTH, LLC, who is personally known to ~ ~ ~ be the person described in the conveyance, or who ,_pro2iui%~d' a valid .s l / number as identification and who, did take an Bath and. aciaio~vl~dged the execution of this instrument to be his free act and deed for the uses as therein expressed. ~ ~ ~ ~ ~„ WITNESS my hand and official seal in cS fi ~~ Vii/ the county and state last aforesaid this -da of ~ OOS: ' , - ~~ , '~ ,~~'- \ '. NOTARY PUBLIC, State My ~~mmission Expires: i' OF M s , ,,~~,q , ~G`~~. r '. ,' ,. . ~~ , , -- ~. ,~ -- ~, ' '. , ~, ~, ~ ~ ,~~ ,~ ~` --'~- ~ , ~ ;, ~, ~~~ ~ , ~ , • I#°: 20074051+)7 PK; 161111 PG: 2679, 12/28/2007 at 03;52 PM, RECORDING 3 PAC~E~S $2?.00 D DOt~ 52APdP COLLECTION $0.70 KEN BURKE, CLERK OF COURT PINELLA.S COUNTY, E`L BY DF PIJTY CI,E ftK : CLKDM86 ~ ~;. ? ~ r;,~.~• ,,1,.. ,, ... ; %,•' ' •~`,,'~ Prepared by and rehrrn [o; ~~- ~ ~ • . l.auanne 3. Love, Esquire ~ "' 5fl9 Paula D:-ive S ~ Dunedin FL 34b98 727-733-~4C~1 ~..~°~~~~ .' 'ti. •~' ~-•~ ~ idJ~'Il`C]LA 11ibg 9~iGD+ ll3 I 3i'~S Q~ ..t'r~Y';r~i1'd1( Y3~~lD, executed as of the 24th day of April 20(?7, by Ai~tY~lt~'4~ ~A~'A~',1?~;.,~t~ ~CGI~IS'lPAi~I~'Yi~ iPATA)P][S, as ;~aaca:esaor '7['r:~asttres o9' tie >Pema;impe j Palaps•~l~,e;'vs~calrla~ 'TCrrrst uradtzr Aara;enicnt dated pe~bruary I3, s ®tD2, the' Grantor, whose post;;`oFEic~'•%~addres: is 4222 Patacio Drive, Sarasota Fi, 342313, and L®dTT~S 1J~'~~I{.(~11'1bllEPd`f;3, ll„DG, a 1{lara-irirn iim4ted 1u;nlDa~tit-r cu¢~pamy. rile CirPn++'e ~vllose post I of~iC~addfess is 63Q South Gulfvicw Hlvd, CleanvaterFL 33767, ~~ i~(EfiS.+iTrP, that tna said Grantor, for good consideration and i'or tits suer oP Ten uotiars ~.`~ti(~!'0<{l0) pc.id by the said Grantee, the receipt whereof is hereby ac6:nowfedged, does hereby •:::..~r'eirtise, release and quitclaim unto the said second party Forever, atl tste right title, interest and `~• "~°oleim which the sai~~ Grantor has in and to the parcel of land, and improvements and i ~L. ~,. k •,,. ••~,' :,$ppurtanances theratc in tlae CouAtty of Pinellas, State of Florida described on Exfnibid 66A1° ~: ;attached hereto ("Properly"). ThEr Property is not and never has been the homestead or a part of the homestead, of the Grantor. 't'his de:d is a a:arrec4ive aided amdi is egeatnffed 1'or Tlne sole paat-posiz o$ a6earun~ a cHoaaa~ on title. to the 1?roper•ty e~used by a.n e>I-ror do the legal descr¢ptioat e>DnS~lued im treat cer~aBm deed dated ~anumry 3, 2oi04 fromu Granntor to Grantee's predecesaor im interest, Five ®aks Sauith, g~]Ld~, recorded im tlha Fublia Records oP 1Piraedi:ns C®rartrty, ~!®ridst 'sn gDlf~ 133411, PG 2~G9Y. i~[o additi®nral coatlsir-eratiarr Iltas been paid. iN VdTTTdESS WfIEF,EC)F, the said first party has signed and sealeci these presents as of the daft: first atone written, but actually on the date set Forth below. GRT i ~ '~1 RE W PA CONS AVTINE PATE1PiS 1 COLfifTY PL O1a'F. F:~C, BK 16101 PG 2680 i4 i ~ '~'t. _„i ~ 'Y` +'i t t.~ ...• ~ I ~ STAi FF UE I. 1~. t/ •"P'~' d . %~O1.1NTy' CtF The foreg;oang instri4rnerti was ackitosvledged before me thisf~°'day of ~~~ , 2007 j by .~ndrew ~'af~pts, `tts Successor Trus ee of tJ Pene: e Patapis Revocable Trust under Agreement dafec~°~ei5naary 13, 200<?, yho is personally known to me _ or ~vho has produced a driver's lit~e~~~~~•identifieation. • Se~f~.f'~` ~ Nota u tc %f .. ~"~t~'i~~ ~-~,L a~'•1CommmWOn~0337B76 . ~ ~.~ ` .. ` '' ) ~ oe s.~ Ettplreo 5®pt®mtrer 08, 2808 ' . ,•`i . • I""'~ The forei;oing rostrument was aclcF3awledged before ne this~Q°day of ~~~~.~e' , 2007 by {;ottstantine Patapis, as Successor T Est eynf rhP Penelope Patapis Revocable Trust under ~ Agreement dated Fe;braaary 13, 200.., ho is personally known e __• or tivho has produced a driver's Eicense as identification. i ~~'~ Seal o¢ary Public ~, F~~~i uv P9amo11 ~~ K ~'~~~~ao+gno0337875 `~aq;r,,~ Explras Sep~leml~r 08, aggp COUN3'Y FZ OFF . 12EC , SI{ 16101 PG 2 6131 I al•. u6 The ;~oukh~rly entitled "K.:B CLEAfft W,~.~l'~ ;l, .- '~ .r" :..% 1~ ~' f • >~ ~'• ,`i • ~ i ... f• ~,. t 1 ~•i p,~?.~~~y}~q ' i` ` lCi.(DJOI a iln~`~ E6~}f "fep~ of Lor 4 and all of Lots ? 0, ! ! and 12, in B1ocf: C of the subdivision A•~` OF BLOCK: '~' AND LOTS 1-lS, INCLUSii!E OF BLCCi{ `B', iE<~CH PfiR[{, FIRST r~- TJITICPd, according to the map or plat thereof as olc 2 !, Page 21, Public Records of Pinellas County, Faorida. "t'C~ETgIFR V,~TTH all Grantor's right, title aad in`erest in and to any and ail land and sifbrti+;t'~etj land lying East pf and adjacent to the property above described and bounded as i q i'f~lldv/~: On the West b,y the Eastern. boundary line oFthe Southerly 1S' oFLot 9 Blocic "C", and ;"'•~(;ots~ l0, 1 !arid 12, Block "C", aforesaid; om the East by the Western bnundary oFthe channel in ,~~`; }~,~I?;arxater 93ny lying Bast of the aforesaid lots: on the Nortfa by an e;xtensio:a I:astesly~ of the ~''~ I '~• aYorthern boundary fine of the Southerly IY of Lot 9, 131ock "C", as aforesaid, to said channel ~• I boundary line; on the Sc~uth by an extension Easterly oFthe South boundary line of Lot 12 to the said channel I'~oundary dine; together tivith all riparian rights and rights of accretion there~mto belonging c r i:n any vvay appertaining thereto. I ~I#: 2005302970 BK: 14498 PG: 2177, 08/02/2005 at 03:16 PM, RECORDING 3 PAGES $27.00 D DOC STAMP COLLECTION $17640.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDM85 c ~. ~, ,. ~.: y ' i -/~~~ ~~~~ WARRANTY DEED ,' ,' THIS INDENTURE, made and executed this 29th day of July 2005, by, - - ~ , ~`.1~`, PASCHOALENA POTTER, an unmarried person hereinafter called the grantor, to LOUIS,' DEVELOPMENTS, LLC., a Florida limited liability company, whose post office address is ~ `, .. 630 S. Gulfview Blvd., Clearwater, FL 33767 ,hereinafter called the grantee: ` ~, ,, (Wherever used herein the terms "grantor" and "grantee" include all the parties to this ~' - - instrumentand the heirs, legal representatives and assigns of individuals, arrd;the successors and assigns of corporations) '~~ '> WITNESSETH: That said grantor, for and in consideration of the `sum of 3'gn antl`ngif00 ($10.00) Dollars, and other good and valuable considerations to said grantdr~jn liffirfLp~id,b~ said grantee, the receipt whereof is hereby aclrnowledged, has granted,' b'ar~aine`~i `arid'sold io the said grantee, grantee's heirs, successors and assigns forever, the following desgribdd iand, situate, lying and being in PINELLAS County, Florida, to-wit: ~' - ~ ~' ~ ` `~ ~ .' ' ~ .~ > II ~~ ~~ II SEE EXIiIBIT "A" ATTACHED HERETUAI~ MADE ~,~ART HEREOF SUBJECT TO EASEMENTS, CO,V~NANTS, ~STRICTIONS AND RESERVATIONS OF RECORIX(IYON~ OF W$3OH HAVE BEEN REIMPOSED HEREBY) ANTI) TA3i;ES, FOR THE YEAR 2005 AND ALL SUBSEQUENT YEAYt3. ` ., TOGETHER with X11 file t~neln~nts, hereditaments and appurtenances thereto belonging or in any wise appertaining. 1 I ~ TO RAVE AN)b ~'O~.~OLD, the/same in fee simple forever. `. __ AND thagrautQr herebycovenants with said grantee that it is lawfully seized of said land in fee simple;xltaCit~h~s gaol ii'glit`an lawful authority to sell and convey said land; that it hereby fully wanan~s ~ title`to said land and will defend the same against the lawful claims of all persons whomsoeVer.~ `,~. ~` ~' ~, `IPI~WITNEtSS WHEREOF, Grantor has caused these presents to be executed in its name - 4'T C. This Instrument Prep - eturn o. WILLIAM J. HIMPTON, ESQUHtE HIMPTON, BURKE & BOBENAAUSEN, P.A. 28059 U.S. highway 19 North, Snite 100 Clearwater, Florida 33761 ..,.,, ~~~ j~l')a~~~~. ,, ,, ., ,, _ ~, ___ , - , ,> ,. ,/ ~. , ', _ ~'~ _ `, ` `. '. ., _= , PINELLAS ~~OUNTY FL OFF. REC. BK 19998 PG 2178 the dzy ~:d year first above v^itten. r~ p ~ I(,. YNE L. L N n ., ii.1~~ aschoalena Potter - ~~ ,' ,' STATE OF FLORIDA - ~` 1~~ COiJ1VTY OF PIIVELLAS ,', -' "' -\ , I HEREBY CERTIFY, that on this ~ day of , 2005, before me; a~ ~ ~~ ~~ Notary Public, in and for the State of Florida, dul commissio d and sworn, personally appeazed~ `, '~ Paschoalena Potter, an unmarried person, (,/who is pets ally laiown to me, or ( )who has ' ~ _ -- produced her driver's license as identification~d who executed the document herein described to AP. X115 frPP :^•.l't Tnt~ ~igPrt., anti whC ! ~ di~1 (_ , ~ii~i nrt fa~P a» rJath, ` ~. . '> I1V «'ITNESS i3'HEREOF, I have hereunto subscribed my namb~a~ii~af~ixedinrsssal'of office the day and year last above written. ~ ~ ~ ' - ~ ' ~~ :, - ~ ~ Notary Public My commission expires: ~ ,' ,' - ~ -"~ , , ~ ~~ ~~ ~rpn~ ceu ~. wynk ~ .~ y~MrC~itNop'oozaesso . 'lQ,wd`\Expirw~JO'v~fr~ber20~2007 ~ __ ',~~ ~~~ .~ - i', ' i i r\ .\ ~~ ~' .- ~~~ ~~ ~~ i i ~ ~ ~ ~ ~ i i ` `~ ~ ~ ` ~ __ i ~ i i _ . ` .\ ` `'~ ~- ~ ~ 1 ~ I i - '/ - "~ ~, ~, ~, ~, ~ --- -'~ ' '~ ~~ .' ., ~, ~~ ~PINELL.AS C'JUNTY FL OFF. REC. BK 14498 PG 2179 .4 Exhibit "A" Attachment Parcel 1: Lots 10 and 11 Block "B" - A REPEAT OF BLOCK "A"AND LOTS 1-15, INCLUSNE, BLOCK "B", CLEARWATER BEACH PARK, FIRST ADDITION, according to the map or plat Thereof, as recorded in Plat Book 21, Page 21, of the Public Records of Pinellas County, Florida. .' Parcel 2: ' ' Lot 8 and the Northerly 45 feet of Lot 9, Block C of the subdivision entitled "A REPEAT 1' 1~ OF BLOCK A AND LOTS 1 TO 15, INCLUSNE, BLOCK B, CLEARWATER - ~ ~' ` ' BEACH FIRST ADDITION', according to the map or plat thereof, as recorded in Plat ~~ . \ Book 21, Page 21, of the Public Records of Pinellas County, Florida, together with all I \ ~ \ right, title and interest in and to any and all land and submerged land lying East of said ~ / ' Lot 8 and the Northerly 45 feet of Lot 9 and bounded on the East by the Western . ~ _~_" boundary of the Channel in Clearwater Bay., less and except Apartment Unit >#12. ,~ ,~ ,~. \~ \, \ \, ~~ . ,-_ \ _,' '~ ~, \, ' ~ .~` '> I I ~ \ ~ \ 1 I ~. ~ ~ ~ , __ .~ -- ,> .~ ,~ , ~.; ,~ -- / , ~. ~, I 1 ~ \ ~ 1 1 1 I \ ~ 1 1 ~\ `_' /,i ~` ~ ~ • _ . I ~ - • \ _ = - ~• •` ~`• •` •\ `\ ~ ~~, '~ \ • 1 1 \ / / ,, \, ,, ., •, \ - ' ~I , ~°-- ~ 1 ~ `, ~> .. ., . , EXHIBIT A i i I I#: ~ 2005302971 $27,00 ~ D DOC COUNT'Y,~ EL BY ~~ . •}1 ~ : °: 'n~. ~~ V I F3Ft: 19498 PG: ,'!180, OB/D2J2005 at 03:16 PM, RECORDING 3 PAGES 59'AMP CG~LLECTION $4200.00 ILEN BURKE, CLEAR OF COURT PIkfELLA9 DF;PUTY CLERK: CLk0~M85 ;' `.~ ~`;i .i . ,t- 1 ' j ~, `, ~~ .,` ;, ~, ~ (~` ~E+' 5 ~, i,. ~,.% V'V ~il~,i~ tl II 11'~L'r~l'.r~ 'Il-t`$i[~ ![,>'d~DE?'~']CV1Il~lE, *ne.;3e and executed !tits 24~h day of d;tl v 2705, by )PASt~II~r~$~EN~s 1P®'I~' "1(g, au wunzmao~r!¢d persam hereinafter called, tore grantor, to L®><JIS Il;r1EY!~)&~]PIt/fIFPI'I'S, ]L7La/., a IRI.ovQdn 8damlted -iabilety eoaflparay, whose post office address is _6~ ..~!Gaiify~eg Illbde, Cle~artxa~er, Fa 33763 ,hereinaflercalledthegraniee: r -,~. ~.(FVherever u;;ed herein the terms "grantor" and "grantee" include all the parties to this ~tii•,' instrui>?P^tart!heheirs,!egalrepresen;att.esannassigiisoi'inaivicuais,andthesuccessOrs r and assi~is of corporations) ' j ~'6'I7fNE153)E~'I3; that said grantor, for and in consideration of the snrn of Ten and no/100 ;010.00) Dollars, and other good and valuable considerations to said grantor in hand paid by said 'grantee, the receipt v~~hereaf is hereby acknowledged, has granted, bargained and sold to the said grantee, grartlee's hetrs, successor,. and assigns forever, the fo]lowing described land, situate, lying and beingin!aIA?~1G:LAS County, Florida, to-grit: ' Ap~IItZ'IVd~Pl'I' ><TIVI'P fl2 ®1G' T11IIE II81EA,I., I'I3~&lE1t'I'X TIkESCItTIInEID IPI T1FIE ,47['it A,C9-AIEID ~I~I13lEI3' "~a„ r~'I`Il'ACk3~YD 1FTEhSE'II'O A~fVII~ ' IlifAID~ A 1?~~4'T kIDE1[8]E~~]E' ~®PIS7CI`I'>(1'I'IPdIs ~']FIII+ k3[®Ph~.9'1C~+'~ SYJ~,-lEC'I"]fQD1;14;5IEMli E~Iai1T3, ~C®~i~A1VB'S,IIdIESTIlBIo`"fIIIDP15 ~NIlD B:ER'Vr~'1['I®P75 Q t~ AB;~C®Il~fiD (lirC~Al1E ~T' I4'rY FIAT stEE1V I2Eilvllp~SII;:U IEI~1R~le~;t ANbD'd'd%~~; )F®I2'II'I-IE S~AIlt 2005 /~1VI- l4Y,I.591T3SIE t~II11ER1 iT ~. 'I'~GTJ~'I~Eltwitlr all thf: tenements, hereclitaments and appurtenances thereto belonging ~ ~ or in any wise appertaining. 71'~ I~~eV12 AIV~'if-1Hf~]LID, the same in fee:simple Forever. ARN9 the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has goad right air lawful authority to sell and convey said land; that it hereby finlly warrarrts the title Lo eiud land and will defend the same against the lawful claims of all persons whomsoever, i IPI YiVll'i['IV:ESS V6'Il[£]E~®g', G7antorhas caused these presents to be executed in its name i ® d~ ~ 7I'his Instrument E'rediared Vay~ eauurra ; 4'6'IL]L1L41bI .!1, ICIfVd&7i ®P7,1E5~>L?lid ]ESIli3~'I'®1V, I3BR~ & ~~}3~P17~t~U$Jv+ IV, ]P.A. 2865'3 LJ,S, kolgfiwey 191yo>r~Pt, Saabte Il410 C't¢anivate>r,lFlorlda ,i375fl ~i (.~ 3 iQS~} S}, . i P1NT,LI~AS COUNTY 1?T, OFF. REC. BIC 14998 PG 2181 i I (!~~ , i• ~~ ~! ;, +'~ `'~ he day srd gear rs nbove `i4:itt~;~a. n i <8 0 asc-aomJena 1['a4deu~ ~SD?tJ,l~'F'9! a^i~]F ]P)(T"lE E,lLAS i;.,, t i :„ , ~ II ~IE:l~Il3~' ~iE]I~~'7[&~y That on this a8_lday ofd , 20115, beforr: me, a :"~~dgtary PubDi~,, im and 1'or the State of Florida, dul~r cam~t3ission and swo:~~, personally appea¢ed :r`• ~'~ascJnoa4e~a ]~o~ea, ~ ¢n annaua~sIIEd IIeeff3on, (/Swho is nerson lylmow?i to me, or ( ) ~efio has ~`'~~.p'roduced her driver'e J;:cense as identification, and. who executed the documen[herein described to e his l;-ee act and de~:~l, and svho ( ; did ti1(; did noY take au oaCh. ~ 7ttY ~'6'B'II'IYII+,Sti '4'VIEII~]P.]E~.~Fy I have heQeunto subscribed my name and affixed my seal of office the dap and year last above wriQten. ~~, Notary 1?ubBic Ny cotrunission expire s: , ~~.~ cea~wr~ ~{ "~~v,,/~/L~ r ~y co~~n ooo Dq ~ ExpSeo TtmsrMaraO, s"OOT i i PINELT.ASI' COUNTY FL OFF, REC. SI: 19998 PG 2182 I (~~ s.1,,~ ;~%;~.~ i ~, ti ,`; ~~ ,. ,\ ,4 ''• I 1, ,'~ ~ I ,~~ 7 %'\. I I , ;~, !'~. ~ iti: ~ i ~j 1 :~+\ tLot;@ acid the Nc rtherly 45 Peel of Lot 9, Block C of the subdivision entitled "A R$P i~AT ,i._..=~aF' IDLi~CK A .4ND LOTS % TO l5, ~1CLUSIUB, BLOCK B, CLEARWATER .<,; .. „ BEACH FIRST ,A3~IDdTPON", according to Wemap orplat thereof, es recorded in Pl,:il t; ~~~ ,'}Book 21, Page :! 1, of the a'ublic Records ofPinellas County, Florida, together with a] t • ~ '~ 1 right, title and interest in and to any and all Band and submerged land lying Bast of said ,~`~';i,- Lot 8 ar~d the Nn;-tIterly 45 fret of Lot 9 and bounded on the Bast by the Western, boundary of tha i;haranel in ! 'leanvater Bay, I i ~~W~~~ ~~ ~=i~ i .L.... _. .. ~ ....... ~ .. ... ., SCALE:NTS COMMERCIAL Application# (OFFICIAL USE ONLY) TABLE OF CONTENTS SHEET 0 -TABLE OF CONTENTS SHEET 1 -LOCATION MAP SHEET 2 -EXISTING COND. WITH COLOR AERIAL SHEET 3 -PROJECT OVERVIEW SHEET 4 -PROPOSED DOCK SHEET 4A - BENTHIC AND DEPTHS AT MEAN LOW WATER SHEET 5 -PROPOSED SETBACKS AND FAIRWAYS SHEET 6 -CROSS SECTION A - A' SHEET 7 -PROPOSED DOCK DETAILS SHEET 8 -PROPOSED DOCK DETAILS SHEET 9 -PROPOSED DOCK DETAILS SHEET 10 -PROPOSED DOCK DETAILS SHEET 11 -PILING VINYL WRAPPING DETAILS SHEET 12 -PROPOSED SIGNAGE AND HANDRAIL LOCATIONS SHEET 13 -TURBIDITY CONTROL SHEET 14 -STANDARD MANATEE CONDITIONS FOR IN-WATER WORK SHEET 15 -SEA TURTLE & SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS SKEET 16 -PILINGS IDENTIFIED FOR REFLECTIVE TAPE SHEET 17 - REFLECTIVE TAPE DETAILS SHEET 18 - IN WATER MARKERS AND CAUTION SEAGRASS SIGNS SHEET 19 -ELECTRICAL PEDESTALS AND UPLAND TRANSFORMER LOCATION SHEET 20 -FIRE & WATER PLAN SHEET 21 -FIRE & WATER PLAN CONTINUED SHEET 22 -FIRE & WATER PLAN DETAILS SHEET 23 -FIRE & WATER PLAN DETAILS CONTINUED SHEET 24 -FIRE & WATER PLAN DETAILS CONTINUED SHEET 0 WOODS CONSULTING ANASTASOPOULOS FAUTHORIZA ION#27664F 1714 COUNTY ROAD 1, SUITE 22 PH."(727 8fi 5747 EAST SHORE DOCKS ,~~`~~ ~ I I I ''~ . FAX (727 786-7479 ~~ // • •• w ~ ~ MUNICIPALITY APPROVAL TABLE OF CONTENTS ~ ~ • • • ~ _~ ~ : °'~ ~ -O o _ oQm~ oo~m TOTAL SQUARE FEET 7,305 • S A ~LL-~I~ ° H K N N ~ ¢wrr >1,000 FT WATERWAY WIDTH ~: ~° ~•' • ~ ~ ~ u a ~. ~. Q~~ REVISION DATE: 01-08-10 WATERFRONT WIDTH 315.0 FT MHW +o.ss' MLW -x.24' ~ •..,•~ + ~ /~/ I ~~~ ° `~~ ELEVATIONS REFERENCE NAVD-1988 ~~ i i ~ ~ ~ ~ ~ WOODS CONSULTING 1714 CDUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ANASTASOPOULOS EAST SHORE DOCKS LOCATION MAP TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -1.za' ELEVATIONS REFERENCE NAVD-1988 f SHEET 1 FLORIDA CERTIFICATE OF AUTHORIZATION #27664 \\\\~ IIIII//~/ S~~ ~i w ~ • • • .. i > r ~ oo`!"m 1 _ ¢~--~ ' F _~~~ ~: ~ u~ .. .• ~ o w ~ ••... •'~ ~~ vNi w ~ SCALE: 1" = 60' COMMERCIAL REMOVE ±730 SQ FT OBSERVATION PLATFORM Application # (OFFICIAL USE ONLY) N 9UE s -~ N W .P U1 . ~ V Cb CO O O O 0 0 O O O 0 0. O N 0 , f'f^nN~If to fNh , A W N V ~ p '(gyp ~ ~ O ~ ~ . ~~~,.,,JIJJ • ~ V; , • . • . . ~ REMOVE 14 SLIP ® © ® ® 1,138 SQ FT DOCK o ~ ~ 0 I rn v o 0~ N ~w ~ ~cwi, w ~~ ~® O 0 0 0 0 0. ' O O , CEO W , V ~ C~II ~ W N , 0 (O .p ' . O O 1 I C©NST!R! !CT (50~ SLIP 7,305 SQ FT DOCKING FACILITY PROPOSED NET GAIN OF 36 WET SLIPS AND 5,437 SQ FT OF DECKING WOODS CONSULTING ANASTASOPOULOS 1714 COUNTY ROAD 1, SUITE 22 HU"72I7S es 5,47 EAST SHORE DOCKS FAX 727) 786-7479 MUNICIPALITY APPROVAL PROJECT OVERVIEW REVISION DATE: 01-08-10 TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.ss~ MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 SHEET 3 FLORIDA CERTIFICATE OF AUTHORI TION #27664 \\\ 1111 III /// •~~~~ • ~~~~ ~ i ~~ ~' . °oovm 0 -*; O. 8 l ~* -3o~m • ~ ~Jln~ - : : ~ ~~~~ F-OLNN •. .~ ~ ~ a • ~~ _ ////////~~~i1111~ SCALE: 1" = 50' COMMERCIAL Application # (OFFICIAL USE ONLY) EXTENDED PROPERTY LINE -16.0 CS TYP. `~ I x A~ Y A 1 O e s e a 0 0 0 o e o 0 0 0 o a 0 0 O U1 a ~A ~ W ~ N I ~ ~ O ~ ~ O[+ i V O) ~~. ~ .~ cn A ~ O s.o TYP. • e N W • V W • O O• -+ N e W ~P •' U1 O • CEO ~ • V ~ • C~ -~A ~ W N • SEE SHEET 6 FOR CROSS SECTION w a a 1 o o • /~ /'.'~ O N e v W • ~ O e .~ . . ~ . v • O . 0 CO O O O EXTENDED PROPERTY LINE WOODS CONSULTING 1714 COUNN ROAD 1, SURE 22 DUNEDIN FL 34698 PH. (727 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ANASTASOPOULOS EAST SHORE DOCKS PROPOSED DOCK TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +0.65' MLW -7.24' ELEVATIONS REFERENC E NAVD-1988 SHEET 4 FLORIDA CERTIFICATE OF AUTHO ZATION #27664 \\\~~11 /~~/// w ~ ••• •• • ••• ~ // ~ K ~ O . ~~ •. ~ o"~~m * : O 6~ ~ * _ jo~° _ _ ~1',~.,~ • • ~ F~/NN ~: =FCC .• ~a •'••• ••.•~` ~~ NO Q .. . ~~i p1WL ~~~ ~~ ~~ ~~liii~~~~~ ~ SCALE: 1" = 50' .~. :1 N /• .•. »~ ..3-' i• :+5~~. ~,. i ~' 4e a y~ . .~: .;. . ,,;. _: ~ ~ O •: i ~' '~ ,y•~ I •. ~,': ~ • ~'~. COMMERCIAL Application # (OFFICIAL USE ONLY) ~ °' ~- ~ EXTENDED PROPERTY LINE 0 tP • • ~ O • O o6r O • 0 • ~ ~ _) • ~ w • ~ • o ~ • ~ v • rn -LLB ~ DEPTH CO ATM I a, ro ~ i N . ~ . I ~ • I OW . ~ I N ~ • ~ O aD • ~ ~ • Ln ~ N • -' O • v • -~ . ~,. _ ~ • -- URS IN FEET LOW WATER 13 v~ . ~' V • O v ~ ~ O ~ m: •~:••_ ~ EX ENDED ROP RTY LINE °° •~;,• •~ / m o l MEDIUM•DENSE BED OF CUBAN SHOAL t ~ MEDIUM DENSE BED OF TURTLE GRASS (THALASS AIAI GRASS (HALODULE WRIGHTII ). BOTTOM ~.~ TESTUDINUM). BOTTOM COVERAGE RANGING FROM 30 COVERAGE RANGING FROM 30 TO 50%. *'• TO 50%, INTERSPERSED WITH CUBAN SHOAL GRASS. SHEET 4A FLORIDA CERTIFICATE OF WOODS CONSULTING 7714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ANASTASOPOULOS EAST SHORE DOCKS BENTHIC & DEPTHS AT MEAN LOW WATER TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 AUTHORIZATION #27664 \\~~~11111///~/ ~ ~ cu ` ~• Qmr ~ on~m * : O 8~ ; * - 300 - t . ~~~~ - ~ aW~~ E ~ =Q~~ i • .... •• ~'' ~ vNi ~~i plfA ~` - v SCALE: 1" = 50' COMMERCIAL Application # (OFFICIAL USE ONLY) _ _ _ _ EXTENDED PROPERTY LINE I I 45.0 267 ~ ~ o o o o o ~ o CNT1 < ~ W e N ~ ~ O (O ~ ~ V ~ ~ N . O . W ~A O a 220.0 i e a a a ~ e O ; pNj V ~ ~ ~ p ~ ~ N ~ W G`p ~ ~ V o I e ~ e ~ O `O O O 0 O O O o e~ 0 I ~ ~ a e ~ WOODS CONSULTING 17i4 COUNiY ROAD 1, SUffE 22 DUNEDIN FL 34698 PH. (727 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 236. 276 48.0 l _ EXTENDED PROPERTY LINE ANASTASOPOULOS EAST SHORE DOCKS PROPOSED SETBACKS & FAIRWAYS TOTAL SQUARE FEET 7.305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -t.24' ELEVATIONS REFERENCE NAVD-1988 SHEET 5 FLORIDA CERTIFICATE OF AUTHORIZATION #27664 \~\`\ 11I,~~/ \~ S~ ~/ w ~ ~ ~, ~i • i ~cn~t~ _ _ ~~~~ ~ ~ F-tL~NN w ~• ~ ~a .'• 03~ ~~~ p1lAL V \~~ ~ ~ ~~~ii~~~~t~~~~ SCALE: 1" = 10' COMMERCIAL Application # (OFFICIAL USE ONLY) 3 ~ A 42" HANDRAIL -- , 12.0 ELEVATION = +3.4' FIXED DOCK FLOATING D K +o.s5' MHW ---- +p.65'MHW- -- - - - - - - - - - - - - - - -- - - -1.24'MLVd-- - - - -1.24' MLW 5'X18' RAMP 42" HANDRAIL SEAGRASS (NOT UNDER DOCK) i ' +0.65'MHW --------- - - - - ---- - - - - - - - - - - - - - - - - -1.24' MLW A' SEE SHEET 4 FOR CROSS SECTION LOCATION - - - - - - - - - - - - - +0.65' MHW - - - - - - - - - - - - -1.24' MLW SHEET 6 WOODS CONSULTING ANASTASOPOULOS FAU HORIZA ION 27664E 1714 COUNTY ROAD 1, SUITE 22 PDUNED~~~ 786 5747 EAST SHORE DOCKS `~`''' s '~~, FAX 727) 786-7479 \ ~ ~/ > ~ • ••' i n MUNICIPALITY APPROVAL PROPOSED CROSS . O a ~ ~~%~ `~~ ••~ ~ °amm O°~ • - O~~o m *' * SECTION A - A' _ =J~~ °~ -3o TOTAL SQUARE FEET 7,305 ~ ~ FW-~NN CC ~ WATERWAY WIDTH >1,000 FT '~ ~ va ~ •• ~ ~ o ~ w ~ WATERFRONT WIDTH 315.0 FT • / ••••••• • \ N QF-IL \ ~ 10 08 1 MHW +o.ss' MLW -1.2a' ~ /~i g1WL ~` ~ ~ `~ - - REVISION DATE: 0 ELEVATIONS REFERENCE NAVD-1988 i i ~ ~ ~ ~ SCALE: NTS COMMERCIAL Application# (OFFICIAL USE ONLY) It is the intent of the following construction details to be a reference guide for quality, structural and safety standards. All structures to meet local, and or state guidelines for aquatic and marine construction. GENERAL DOCK NOTES.• 1. ALL DECK/NG TO BE TR/MMED, BOTH S/DES. 2. ALL P/L/NGS TO BE SEA TED WI TH A FREE FALL/NG HAMMER /F WA TER JETT/NG lS /NSTALLA TION METHOD. ALL P/LES TO BE TR/MMED SAME HE/GHT. 3. P/LING CENTER TO CENTER SPAC/NG ON ALL F/XED DOCKS TO BE 10' NOM/NAL. AND NOT TO EXCEED 12: 4. DOCK FRAM/NG AND DECK/NG TO BE CONSTRUCTED US/NG STA/NLESS STEEL ~ SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MA TER/AL U77L/ZED). ~ 5. WOOD DECK BOARD SPACING A T 71ME OF /NSTALLA T/ON NOT TO EXCEED 1/8" o e TO ALLOW FOR CUR/NG, COMPOSITE DECK SPAC/NG NOT TO EXCEED 1/4". • 6. ALL DOCK FRAM/NG OTHER THAN DECK/NG TO BE MINIMUM GRADE 2 LUMBER. e e 7. RASP OR FEATHER ALL SAWCU7S 8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS L/STED /N SECTION A-A SEC710NS 166-(332, 333, & 334) OF THE P/NELLAS COUNTY WA7ER AND NAILING PATTERN NA 19GA7TON CONTROL AUTHOR/TY REGULA770NS MANUAL. AT LAP JOINTS 9. CCA WOOD NOT ACCEPTABLE FOR DECK/NG OR RA/L/NG MATER/ALS. WOOD 7REA7MENT AS FOLLOWS ARE ACCEPTABLE.• ALKAL/NE COPPER QUATERNARY (ACQ), NOM. 3' iF ACQ TREri 7MENT iS L'77LiZED, THEN THE WOGD NEEDS TO BE SEALED W/TH AN I ENG/NEER-APPROVED SEALANT. BRAZ/L/AN HARDWOOD OR COMPOSITE DECK/NG M'A 7ERlAL iS PREFERRED. 10. 5/8° GAL t/AN/ZED FASTENERS ARE NOT TO BE USED IN WOOD W/TN AZOLE • TREA 7r~E.~~T~: LASE 5,~8° ST.4/l~!LESS STEEL FASTE.~/ERS ONLY (TYPE 304 OR 316,1. 11. P/LES TO BE WRAPPED FROM THE MUD (S/L T) L/NE TO 2.0' ABOIiE THE MEAN H/GH WATER SECTION B-B L/NE (MHWL). W/TN PRIME HIGH DENSITY POLYETHYLENE 40 MILS OR .040° THICK NAILING PATTERN 12. ALL WOOD PLANK/NG WH/CH lS TO BE Ol/ER AN AREA OF SEAGRASS, SHALL BE NO FOR DGUBLE STRINGER MORE THAN 8" W/DE AND HA liE A M/N/MUM SPACING OF NO LESS 7NAN >/2" APART AFTER SHRINKAGE. LAP JOINT PATTERN FOR DOUBLE STRINGERS I ELECTRIC CONDUIT I DOUBLE STRINGERS MIN. 4' BETWEEN JOINTS MIN. 4' OVERLAP PVC WATER LINE INTERMEDIATE STRINGER DECK SCREW PATTERN LAP JOINT DOUBLE STRINGERS INTERMEDIATE (NTS) STRINGERS co o° MIN. 2' OVERLAP 0 a e o e • • e INTERMEDIATE STRINGER e e 12' MAX. O.C. _ I e I mo, I 10'NOMINALSPACINGO.C. I UTILITY SECTION VIEW ONE SCREW INTO EACH SHEET 7 WOODS CONSULTING ANASTASOPOULOS E F A ET ION 27664 AUTH I 1714 COUNN ROAD 1, SUITE 22 I I ~' PH."(7P7j ~ 6 547 EAST SHORE DOCKS ~~` '~~ FAX (727) 786-7479 , , • / w 7 ~ e • • •.. i > ~ MUNICIPALITY APPROVAL PROPOSED DOCK • ~ Q, •••• 1 /' ~mm~ DETAILS = * s ' * - 30 • - ~ L L .-... I ! ~ TOTAL SQUARE FEET 7,305 d3N N ~ = I _ ~ F ' • =~nn WATERWAY WIDTH >1,000 FT • ~ ~ •i e• ~ U Q .. WATERFRONT WIDTH 315.0 FT ' .. ~~.•'• ~ ~ o~w~ \ N~~~ ••• ••.•~ '~ REVISION DATE: 01-08-10 MHW+o.ss' MLW -1.24 \ ~ ~ L ~ ~ ~~\ ~ ELEVATIONS REFERENCE NAVD-1988 1 ~ ~ i 1 i SCALE: NTS COMMERCIAL Application# (OFFICIAL USE ONLY) NOTE: IF COMPOSITE DECKING IS USED. O.C. STRINGED SPACING TO BE VIA MANUFACTURES SPECIFICATIONS, NOT TO EXCEED 24" O.C. EITHER 5/4"X6" SAWN BRAZILIAN HARDWOOD, 2" X 6" PT, OR COMPOSITE DECKING GRATED DECKING OVER AREAS OF SEAGRASS HANDRAIL (WHERE APPLICABLE) ' O.C. STANCHIONS PLACED 5.0 2" X 10" INTERMEDIATE 2" X 6" STRINGER MAX. 2.0' O.C. CCA .60 RET. NOTE: IF COMPOSITE IS USED, STRINGERS TO MAX BE 16" O C 2" X 4" t't' . . 4,~ 2" X 6" STANCHIONS COUNTERSINK ALL BOL TS RAILING TO BE FASTENED TO STRINGERS ADJACENT TO BOAT SLIPS. o W/SHORT BOLT, AND FASTENED TO PILE WITH LONGER BOLT WHEN AVAILABLE 0 0 ALL BOLTING TO BE 5/8" HOT o o DIPPED GALVANIZED MIN, 3/4" o ° DOUBLE STRINGER 2" X 10" 22 DEG MIN WITH OG WASHERS BACKING #2 S4S CCA .60 RET. BOLT AND NUTS ° 45 DEG MAX 0 STAINLESS STEEL RECOMMENDED 0 0 MINIMUM PILE BENT BRACING: ° ° 2" X 10" #2 S4S CCA * DEPTHS 8 TO 16 FT. .60 RET. ONE EACH SIDE 2" X 10" #2 S4S ALL PILE BENTS TO BE CCA 2.5 RET. ALL PILE CAPS & CROSS CROSS BRACED WITH BLOCKING BRACING TO BE DOUBLE 2" X 10" #2 S4S CCA 2.5 RET. BOLTED AS SPECIFIED ONE SIDE ONLY NOTE: ALL CCA TREATED PILES TO BE VINYL * DEPTHS >16 FT WRAPPED FROM MUD (SILT) LINE TO 2.0' CROSS BRACING IN SHORT & ABOVE THE MEAN HIGH WATER LINE (MHW) LONG DIRECTION REQUIRED WITH MIN 8" TIP PILING 2.5 C.C.A. RET. WITH PRIME HIGH DENSITY POLYETHYLENE 2" X 10" #2 S4S CCA 2.5 RET. SET BUTT DOWN, MIN 8.0' PENETRATION. 040 THICK. ONE SIDE ONLY . NOTE: DECK BOARDS TO BE TRIMMED BOTH SIDES. TYPICAL MAIN WALKOUT NOTE: ALL INTERMEDIATE STRINGERS TO BE LAP JOINTED AT BENTS 2.0' MIN. NOTE: ALL WOOD PLANKING OVER SEAGRASS, TO BE NO MORE THAN 8" WIDE AND HAVE A MINIMUM SPACING OF1/2" APART AFTER SHRINKAGE. SHEET 8 E F WOODS CONSULTING ANASTASOPOULOS AU HORIZA ION 27664 1714 COUNN ROAD 1, SURE 22 PHU"(7278 es si47 EAST SHORE DOCKS ,`~`~' I I ~ ''/~, FAX (727) 786-7479 \ ~ / w ~ .. ... ~~ n MUNICIPALITY APPROVAL PROPOSED DOCK • • i o mm ~ • •• % : .; _ oo~m DETAILS _ _ * ' " 5 ' * - ~°~~ 305 7 (~ l~ - ~ ~ N N , TOTAL SQUARE FEET = CC T F ; = WATERWAY WIDTH >1,000 FT Q ~ • •• ~ WATERFRONT WIDTH 315.0 FT oQ~~ '~ • • ~••..•' ~ ~ MHW +o.ss' MLW -1.24' ••• % ~ ~ \` ~~ L \ REVISION DATE: 01-08-10 ELEVATIONS REFERENCE NAVD-1988 ' ~ ~ ~~ ~ / / i ~ SCALE: NTS COMMERCIAL Application # (OFFICIAL USE ONLY) LENGTH R18BED GUSSET 4 ROD 2 'SCHD 40 PPE •A• ~~ a ' ~ 5 IDTH g 2X3TUBE a 5• E CHANNEL ~~~ ~ J~ L ALUMINUM DECKING L. •A- AP GANGWAY PROFILE Z~• SCHD 40 PIPE RUB RAIL - 1 2 X 2 X 3/16 TUBES • • 2 1 80 ALUMINUM DECKING X 3 TUBES WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (7275 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 5• E CHANNEL ANASTASOPOULOS EAST SHORE DOCKS PROPOSED DOCK DETAILS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.ss' MLW -1.2a' ELEVATIONS REFERENCE NAVD-1988 SHEET 9 FLORIDA CERTIFICATE OF AUTHORIZA ION #27664 \\111 ~ \\ ~/ ~~ // w ~ ~ • • •. i >~ ~ - m ~ oo _ ~ ~ J ~ ~ ~ ` ~~~~ ~ HOCNN = • ylv ~ ~i Q ~ ~ ~\ U \\ ~I1_I I I11\ LENGTH SCALE: NTS COMMERCIAL Application # (OFFICIAL USE ONLY) LING I H 8-~" DECKING 2'- 6" 5' ~" GAP EETWEEN 5' 2'- 6" EACH PIECE 5' .B" ----------- -------------- ----------------------- I I I } I 4, I ~'° f I I I 4' 2"x8" WOOD ~ 2"x2" ~' 8" "E" ~"B" ~- 4" CHANNEL TENDERING TUBE CHANNEL CROSS- TYP) SECTION, (~IjGER (TYP) ~~jER WIDTH 85~~ 4" CHANNEL 8 CROSS MEMBER ALUMINUM (TYP) DECKING 2"x8" PT WOOD BUMPER (TYP) WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727 788-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 O G CHANNEL SIDE MEMBER (TYP) r VL I - FLOAT (TYP} B - B' 2"x2" TUBE LONGITUDINAL ANASTASOPOULOS EAST SHORE DOCKS PROPOSED DOCK DETAILS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -~.2a' ELEVATIONS REFERENCE NAVD-1988 ~H SHEET 10 CERTIFICATE OF ;RATION #27664 \111 11~~/ \\ // \~ s' // w ~ ~~ .•'• E o"'v~m _ S ~ oo~m • _ p~oo _ ~ ~ • ` F-W NN '. ~ ? =r~~ i •• : ~ U Q ~ / G>hIAL \ / \ ~ / ~/111111\\ SCALE: NTS COMMERCIAL (OFFICIAL USE ONLY) Prime High Density Polyethylene Specifications for Pile Wrapping Material TYPICAL ASTM TEST PROPERTY VALUE METHOD Melt Index 190°C/2.16 g/10 min 0.25 - 0.35 D 1238 Density g/cc 0.955 D 1505 Tensile Strength @ Yield psi 4000 D 638 Elongation % > 600 D 538 Cold Crack Temperature (-76°C) D 746 Flexural Modulus psi 200M D 790 Environmental Stress Cracking F90h 45 D 1693 l~nclPrwritPr I_ahDr ~tnl-y fla~lrmahiljfii ratjng; Adl-IR p rim IIeS with Frlti\ ~~ i,la`~fiQi i c~.1 .. ,,,p, , „ ~.i , ~.gu, ~ vCR 1 77.1 5LV n r, r~ i .~. , ,~- IV~/1~. CLC V .-10.0 NOTE: ALL CCA TREATED PILES TO BE VINYL WRAPPED FROM MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHW) WITH PRIME HIGH DENSITY POLYETHYLENE 30 MILS OR .030" THICK Application # 2.0 FT MHW VINYL WRAPPING FROM MUD LINE TO 2.0' ABOVE MHW WOODS CONSULTING 1714 COUNTY ROAD 1, SUffE 22 DUNEDIN FL 34698 PH. 727 786-5747 FAX 727 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 C.C.A. 2.5 RET. PILE ANASTASOPOULOS EAST SHORE DOCKS PILING VINYL WRAPPING DETAILS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 MUD LINE (Bottom) SHEET 11 FLORIDA CERTIFICATE OF AUTHORIZATION #27664 \~\ SI ~~ w v ~ •. i ~ _ o o - * ' s~ • * - 3p~0 ~~ _ - ~~~~ aW~~ ~ ~ _ •• •• ~ a 4NM •~' \ N F- IL ~~ 41fAL ~~ \ ~~ SCALE: 1" = 50' COMMERCIAL .;. •.~::• .:• :• (OFFICIAL USE ONLY) N ~,~ s 42" HANDRAILS . i. 42" HANDRAILS r ~'~ '•~ :~ •. '~'i. :.iy.' ::~ >_ ~•.~.., •~>.•:~ ~:~. .,,, :~ ~'.•: '~r• .Y~i. ~y. "•••~ NO MOORING CAUTION BEYOND SEAGRASS THIS POINT Application # ~ QTY 1 LANDWARD FACING • . O • N W O . • . . . • • U1 O o co rn °.~ rn °cn -p °w N °~ NO MOORING CAUTION BEYOND EAGRASS THIS POINT WOODS CONSULTING ANASTASOPOULOS 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 F~ f;z;~ ;86-;4;9 EAST S H O R E DOCKS MUNICIPALITY APPROVAL PROPOSED S I G NAG E TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.ss' MLW -1.24' REVISION DATE: 01-08-10 ELEVATIONS REFERENCE NAVD-1988 V . O . O 0 O 0 . O SHEET 12 FLORIDA CERTIFICATE OF AUTHORIZATION #27664 .~` ~ '~, w `~ ~ Ci ~ am_o Q` ~~ ••• _ omm~ _ m - * ~• O 86/ • * - 3p~0 ~~ • • i ~ HKNN ~ ~ \ _ ~ fy lv ~a •'• ~ .•'•• ~ o~~'~ i~~/ Q)~ \\\ -~ I SCALE: 1" = 50' COMMERCIAL w T r WATER LEVEL CONNECTING RODS FLOAT SEA FLOOR LAMINATED I VINYL-POLYESTER ~~12° MI FABRIC CHAIN WEIGHTED TYPICAL FLOATING TURBIDITY CURTAINS (DESIGN BY AER-FLO INC.) _ :~: •1.•.•• • ,. ~ n n n ~ n .. ,. 4U w r E S ~I ~ .. WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727j 786-5747 FAX (727) 786-7479 REVISION DATE: 01-08-10 ~ ~ ~.~. ~~n~~ Application # (OFFICIAL USE ONLY) TURBIDITY CURTAIN USE SMALLEST ARE, PRACTICAL ~i ~~ SHEET 13 FLORIDA CERTIFICATE OF AUTHORI N #27664 ~~\11 /~7 ~\ ~ / ' / w~ ~ ~ .• ~ E ~ ~ ~m-o ~ oa _ _ ~m • - 30 ~ _ ,~ • ~' 1-~NN ._ • = Q " u '• 3 J~ ~ ~ •• /~ ~\ ~ ~ ANASTASOPOULOS EAST SHORE DOCKS TURBIDITY CONTROL TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.ss~ MLW -1.2a~ ELEVATIONS REFERENCE NAVD-1988 SCALE: NONE COMMERCIAL Application # (OFFICIAL USE ONLY) SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water-related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than afour-foot clearance from the bottom. All vessels will preferentially follow deepwater routes (e.g., marked channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727 786-5747 FAX (727 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ANASTASOPOULOS EAST SHORE DOCKS SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +0.65' MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 SHEET 15 DA CERTIFICATE OF IORIZATION #27664 ~\ ~~ / w ~ ~ '• ~ ~m-~ ' ~ - Oaoo - ~ ~ -'~Jln In • OC N N i ~. ~ _ ~ _~~1~ ~ ~ ~p +' 3 4 I ~ SCALE: 1" = 50' COMMERCIAL Application# (OFFICIAL USE ONLY) OUTER PILINGS TO BE WRAPPED IN REFLECTIVE ~'~ TAPE (SEE SHEET 18 FOR s TAPE DETAILS) 11 e ~ . ~~ ii WOODS CONSULTING 17t4 CDUNTY RCAD 1, SUITE 22 DUNEDIN FL 34698 PH. (727j 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ANASTASOPOULOS EAST SHORE DOCKS REFLECTIVE TAPE ON SPECIFIED PILINGS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.ss' MLW -t.2a' ELEVATIONS REFERENCE NAVD-1988 SHEET 16 FLORIDA CERTIFICATE OF AUTHORIZATION #27664 ~~I1111 \~ 0 Ooh"' - * : o. 1 3 - 3000 ~ rA` • ~ J 111 Im • ~ t-ILNN w •. =QCC ~ 1 U •• •~ ••• • • ` \\ ON K ~ ~~ ~i L ~~ -~ ~~~i ~~~~il~~~ SCALE: NTS COMMERCIAL Application # (OFFICIAL USE ONLY) SEE SHEET 17 FOR AFFECTED PILINGS All unattached pilings identified on Sheet 17 shall be painted with a durable white coating on the upper four (4) feet thereof and wrapped with white reflective tape of at least two (2) inches in width and one foot from the top so that the same shall be visible for three hundred sixty (360) degrees. It shall be the duty of all owners and tenants of properties with such pilings or permitted structures to maintain the same in a safe condition and to ensure that the same are kept marked and reflectorized as herein provided. ° ° WHITE COATING o° ° r/~t7 T/'11'1 A 1'T A A111 ° ~vr'c i yr ~+ r i r-u~u ,° ° REFLECTIVE TAPE e° 1 FT FROM THE Tt7P °a ° ° ° MHW LINE C.C.A. 2.5 RET. PILE MUD LINE i (Bottom) SHEET 17 WOODS CONSULTING ANASTASOPOULOS F F T HORIZATION#27664 AU 1714 COUNTY ROAD 1, SUITE 22 HU"727 es 547 EAST SHORE DOCKS ~~`''' ~ "'''~~ FAX 727) 786-7479 , , aT~~ ~ ~ ~ ~ ; \ • ° MUNICIPALITY APPROVAL REFLECTIVE TAPE •• • ~ ~ oQ~° • ••• Q, ~ • _ ~ PILING DETAILS ; >k . 300 - * 586~ -~~ TOTAL SQUARE FEET 7,305 ~~ ~ _- ~ p% N N B _~~~ WATERWAY WIDTH >1.000 FT ~ ~ i •• ~ (~ Q ., .. • • WATERFRONT WIDTH 315.0 FT 1 2a~ ~ %~ ' •••• •• .•' ~ \~~ ~~~~ •~ ~ . MHW+o.ss MLW - ~ ~ _ A ~~ ~~ ~ REVISION DATE: 01-08-10 ELEVATIONS REFERENCE NAVD-1988 ~ i ~ ~ ~ ~ ~ ~ SCALE: 1" = 50' COMMERCIAL O :i, _. I S "~ i .+ ~~ .,• ~•~« . ~, ,i~ . ;~ ..~~;, ':»'+_: +'.•Jti .~Y.: ..f.,I WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. 727 788-5747 FAX 727 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 :~~... .,~~.: .'vii' . •~`•. '.'~~ . .:r; . I . Vii. ~1~ , t;• Application # (OFFICIAL USE ONLY) ~ ~~o ~~~ olio ~~o UN1 ~ I O ~ ~ W N ~ 0 ~ ~ I ~ N 0 ~ ~ f _. ~ ~ ~ ~ "" _. _. ~ ~ ~ v~ < _ I O a CEO ~ a V W e~ ~ ~ W N•~ CAUTION SEA GRASS AREA SIGNS ANASTASOPOULOS EAST SHORE DOCKS IN WATER MARKER LOCATIONS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1,000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -1.za' ELEVATIONS REFERENCE NAVD-1988 1 .~e N .Oe W e ~ e ~A ~~ ~ e d) e 0 V . O Du e 0 0 O O SHEET 18 FLORIDA CERTIFICATE OF AUTHOR ION #27664 ~~111 ~~ \\\ ~ s /// / w ~I- ~ • • ~~ ~• i >~ ~i omvm • cr, r~ oQ m _ . ~~~~ ' F-WNN CC ~ = . A ~ ...... B'" ~~ ~ ~ ~~~lii~ll ~~ SCALE: 1" = 50' COMMERCIAL Application # (OFFICIAL USE ONLY) N I WE II 8„ lz^ I I I I I r ~ I I _~.--~ I ~ 6" I I 6 ^! ~~""' q„ ~~ ,~ ~ ~ 6._. ~._.~ L WIN 7-8" I 1 9"I I_ ~ I ~ I ~ --_~,--_1 ~ i II -- --- ~. 14" i ~` ._ _. _~ :~ --~~ ._._._._._. ~ i:_ ~ I~ / // ~ 16 I s:;. / la" I 1~ ' _ ~ ~, I I I ~ ~ I. II ~ ~ I I 9" ~ , ~ I I ` ~.'~ II ~ I -•-•-•-•-~-- - -•-1 1 u,. I I 6" STER 16" I I i 9" ~ I i8" ,...,QUAD 4" 7" 18" ~17~~ 15" vi I 12" 8' I I^ $ lo,. -. ~z^ 12• r.F-ol WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34898 PH. (727 786-5747 FAX (727) 786-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 2 PEDESTALS WITH DUAL 30 AMP RECEPTACLES, DUAL 20 AMP GFI RECEPTACLES, ACCOMMODATION FOR SINGLE 2-POLE BREAKERS UP TO 40 AMPS (FOR FUTURE LIFTS) o ~ e ~~ PROPOSED PROGRESS ENERGY TRANSFORMER LOCATION. TO FEED FUTURE DOCK POWER AND PARKING LIGHTING. UNDER SEPARATE PERMIT. ANASTASOPOULOS EAST SHORE DOCKS ELECTRICAL TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.se' MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 ® 24 PEDESTALS WITH DUAL 30 AMP RECEPTACLES (EACH SIDE), DUAL 20 AMP GFI RECEPTACLES (EACH SIDE), ACCOMMODATION FOR DUAL 2-POLE BREAKERS UP TO 40 AMPS (FOR FUTURE LIFTS) SHEET 19 FLORIDA CERTIFICATE OF AUTHO ION #27664 \~\``I II/ ~/ ~ ~~ ~~ i oC m - O J~ ~ Oo`~m _ * ~ No ~. * = jO~oo - ~'~ ~ ~ . I-~jNN _ ~ ---- •~~ ~; ~ a ~ ~.1.,,~ o3w • .....• ~ \~ ~w~~ ~i GNAL V ~` - ~ ~~~~/l~~~i~~~~ SCALE: 1" = 30' C(71VIMEh(C:IAL Application # (OFFICIAL USE ONLY) N _ wE f. POINT OF CON 11~ECTiON _"' " (1)-2" POTABLE LI , fW/2" TRU-UNION BALL VALVE BY ~TE CONTRACTOR ' ,~ ~,... ~---~--.---..._ __.,r-~' t ( ' ~ - _ ._. ... C ' t • ~ • ~ O 1 f ~ ~f~,~ _ < 1 ' ~! ~ ` ' ~/ / 3" HDPE (FIRE DRY) UNDER GROUND MIN. "" ~ ~ 30" BURIAL ,- ~ ~ ~ ~~ r ~ ~ ~~' LEGEND / /l ~ Q FIRE HOSE STATION ~ ,. _.. r EX FIRE EXTINGUISHER (4ACOBC) IN ..._ ~ ~_ ~-,- ~ FIBERGLASS CABINET (BY OTHERS) -- ... _.. ! -- ~ (~ HOSE BIBS CONNECTION ~ -~ , - POTABLE WATER FI RE FIYDRANT FIRE MAIN .__ _____ .(EXI.SIING)._._ _ _.~_,.~„...__„~„' HOPE HIGH DENSITY POLYETHYLENE . (HEAT FUMED) PER ASTM F-714 .y _-°. ..._. ._.._. _ _~ ~ ~ ~ -.., FDC FIRE DEPARTMENT CONNECTION SHEET 20 WOODS CONSULTING ANASTASOPOULOS FLORIDA CERTIFICATE OF 1714 courm~ ROAD ~, sur>E 22 AUTHORIZATION #27664 DUNEDIN FL 34898 PH. 727 786-5747 fA EAST SHORE DOCKS \\~IIII ~~~/ X 727 788-7479 \ MUNICIPALITY APPROVAL FIRE & WATER PLAN ~ ••• •'•• 'I` ~ ~` •••'~ '• = °m~~ mr . • ~ = ~a$M - ~' ' ~ A _ ~9~,~ A TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT - ~ ~~ - ~dNN O •~ ~ =a CC ~ i WATERFRONT WIDTH 315.OFT • ~ '•• 1 ••. • ~ o~~~ • ' REVISION DATE: 01-08-10 MHW +o.s5~ MLW -~.2a~ ELEVATIONS REFERENCE NAVD-1988 ~~ ~~ ~ ..• ~~~ \ \\\ ~ i ~ t ~ I I I I ~ ~ SCALE: 1" = 30' C:C7IVIMERCIAL Application# (OFFICIAL USE ONLY) N ° ° ° ° E 3" HDPE w (FIRE-DRY) ° 2" HDPE' ° (POTABLE) EX EX r---------r~~- ~ _~___. F ___.___., --1 I ~ ; EX I F I i ~ ~~ ° ° Ex LEGEND ~ FLEX CONNECTION QF FIRE HOSE STATION EX FIRE EXTINGUISHER (4ACOBC) IN FIBERGLASS CABINET (BY OTHERS) ~ a HOSE BIBS CONNECTION 3" HDPE (FIRE-DRY) - - PornBLEwnTER FIRE MAIN ( 2"HDPE (POTABLE) HDPE (HEATDFUMED)PERASTMFE714 FDC FIRE DEPARTMENT CONNECTION • 0 O ® ° I 6 ® ® ' EX EX EX I --------~------ -~I -~.---_._~.~~ ~~..~_____~____ ~- F F ° ° . . ° . ° ° SHEET 21 WOODS CONSULTING ANASTASOPOULOS FLORIDA CERTIFICATE OF 1714 couNTY ROAD ~, surre 22 AUTHORIZATION #27664 PH. 727 786-5747 \ \ ~ / / / DUNEDIN FL 34898 EAST SHORE DOCKS , '' ~ ~ "' FAX 727 788-7479 \~~ ~t /,/ w ~ MUNICIPALITY APPROVAL FARE & WATER PLAN ~`.••'''~•~ ~ '•••. ~= omm~ a CONT. _ * ~ 0 6 ~~* = ~~$m ~~ TOTAL SQUARE FEET 7,305 :~ ~ ad^~ WATERWAY WIDTH >1.000 FT ~ .° °.~ ~ ~Q--V WATERFRONT WIDTH 315.0 FT i ~•~ ~ ~• ~ o~~'~ MHW +o.s5~ MLW -t.2a, ~,~ , ..... '~ ~`~ ~~ REVISION DATE: 01-08-10 ELEVATIONS REFERENCE NAVD-1988 ~~/ ~ ~ I I I ~ ~ ~ ~ \\~ ~ ~~~ SCALE: NTS (::UMMERCIAL I Application # -o~n~ l (OFFICIAL USE ONLlt7 ,_ . ~' J i Z.. - , FIRE HOSE VALVE f ,j. ~ / ° 3" HDPE (FIRE) T /u' ATTACH TO WOOD ~ 2-1/2"FIRE DEPARTMENT ~ 2 HDPE (POTABLE) CONNECTION BUMPER W/STAINLESS ..- -- ° ATTACH TO WOOD ° STEEL HARDWARE, 4' BUMPER W/STAINLESS 6" WHITE SCHD 40 PVC PIPE OC STEEL HARDWARE, 4' FILL WITH CONCRETE OC TYPICAL ALUMINUM FLOAT SECTION 3"BRASS ADAPTER SIGN TO READ "DRY FIRE (NTS) STANDPIPE DOCKS" GRADE LEVEL '. CONCRETE :%:' ..~t. ~ ` ' . • . } f• ~ ~'y : '.. ~ ~Y ~: .~ "'~~', 3" SDR II HDPE PIPE 38"MIN BURIAL WOODS CONSULTING 1714 CCUNTY RCAD 1, SUITE 22 DUNEDIN FL 34698 PH. 727 788-5747 FAX (727 788-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ANASTASOPOULOS EAST SHORE DOCKS FIRE & WATER PLAN DETAILS TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -1.24' ELEVATIONS REFERENCE NAVD-1988 SHEET 22 ~~11 1l// \\\ \\ /// / ~ • • am-o o J - ~ - ~ • • i • : . ~Q Q~77 u ~ F-~NN i • • ••~ ~ =ACC ~ V Q ~ ~ ~~ n•• \ ~ ~\ N Q IL IA ly /////l~iiill~~\\ v SCALE: NTS COMMERCIAL I Application # (OFFICIAL USE ONLY) WELD TO STAINLESS STEEL PLATE ~2-1/2" HOSE VALVE ~"8" DIA STAINLESS STEEL TUBE _2" SDR II HDPE PIPE (WATER (TYP.) / !FLOATING DOCK HOSE BIBB WIBACKFLOW PREVENTER Y SDR II HDPE PIPE (POTABLE) 1 I FLOATING DOCK ATTACH TO BOTTOM OF WALER /nl W/ SS STRAP, 4.OC 1 WALER (TYP.) STAINLESS STREEL STRUT (2) REQUIRED YX3/4'ALPRINE BADDLE O 3" SDR II HDPE POPE (FIRE) W/ 14 WITH Ss BDLTS (TYP.) -~ WATER G!A/S/S/ STRAP 8 5M8"X2" S.S. LINE WATER LINE LAG SCREWS 4' O.C. WATER FEEDER LINE 3/4" DIA BCHD 80 PVC DISTANCE VARIES ATTACH TO BOTTOM OF WALER DEPENDING ON WHALER uv/SgyTRAr,,4'oc WIDTH AND DOCK 3• SDR II HDPE LINE 3H• DIA 6CH 80 PVC FREEBOARD ATTACH TO BOTTOM OF WALER W/ SS STRAP, 4' OC SINGLE CANTILEVER (CL) FLOATING DOCK TYPICAL CONCRETE FLOAT CROSS SECTION HOSE VALVE (PERSPECTIVE-NTS) (NTS) WOODS CONSULTING 1714 COUNTY ROAD 1, SUITE 22 DUNEDIN FL 34698 PH. 72 788-5747 FAX 727 786-7479 SHEET 23 ANASTASOPOULOS EAST SHORE DOCKS MUNICIPALITY APPROVAL FIRE & WATER PLAN DETAILS CONT. TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.s5' MLW -t.24' REVISION DATE: 01-08-10 ELEVATIONS REFERENCE NAVD-1988 \ ,,1111 ,, _~ 0 a m O - =~Q~L1J~~~ i = ~ FDtNN .~ ~ ~ 3 ~/ ~~ U F- // 1111111` RTTIGH NTfH 1M WRH B.A Ad1PIH18 Hf~WLEeBB0.T A9 wim~oreeHrSee~wrtwrse r~o® rnarECriou - Toc~vaLr 9+a iTPrx (4 FLEX DETAIL (~1 SCALE: NTS COMMERCIAL NOTE. IF COMPOSITE DECP:ING IS USED O C STRINi3E0 SPALINr'f'O gl 'JIA MANUFACTURES SPEC~~p:AT;CINS NOT Tp EXCEED 2a° ~ r EITHER ti+4"`X6" 'iAWN ---~ BRAZILIAN HARDWOOD 2" X E" PT OR COMPi?S~iF DF^.'KING I ` 2" X ta" INTERMEDIATE -~ STRINGER MAX `Z 6' ti o c CcA 6a RE1 NOTE IF COMPOSITE IS USED STRINGERS TO BE 16" O C MAX COUNTERSINK ALL BOLTS AD.IACENT TO BOAT ST IPS ALL BOLTING TO BF 5JP" HOI' DIPPED GALVANIZED MIN, 3t4" WITFI OG WASHERS $AGKING BOLT ANO NUTS S i"AINLESS 5FEEL RECOMMENDED MINIMUM PILE BENT BRACING: ' DEPTHS 8 TO 76 FT. ALL PILE BENTS TO BE CRUSS BRACED Wl TH 2"X10"#254SCCA25RET ONE SIDE ONLY ' UEPIHS X16 F1 CROSS BRACING IN SHORT & i CIFar; DIRECTION REQUIRED WtrH '?` X tt7 1<2 S4S CCA 2 5 RET ONE SIDE ONLY 3" HDPE (FIRE) -/ ATTACH TO WOOD BUMPER W/STAINLESS STEEL HARDWARE, 4' OC WOODS CONSULTING 1714 COUNIY ROAD i, SUfiE 22 DUNk~IN FL 34898 PH. 2 788-6747 FAX 788-7479 MUNICIPALITY APPROVAL REVISION DATE: 01-08-10 ~,,,, ,. _ u `~ o fl ~r> o ~ _.~ -~'' ~ \ I n 0 ,,,,, / ~~~ G k ~' X 1 #2:i4S !:C 2 i1 RET B OCKINr I ~ `~~. ~ \~ MIN 6" TIP AILING 2 5 C.~ A. RET. SET BU I~ ctrl vey MIN 8 0' PENEI'RATIO Application # (OFFICIAL USE ONLI~ r--- HANDRAIL tWI1ERE APPLICABLE; STANCt~lIONS PLACED 5 a' O C ~~ ~ ~.. j ~.. X ~.. -~,~~ 42" ++---~- 2 X 6" STANCHIONS s._ -..~-~' RRILING TO BE FASTENED T; ~ STRIN+;ERS Wt SHORT B01 T, AND FASTENED TO PII F I ~,~ WITH LONGER BOLT WHEN AVAiCAi~i"F ___~ `~,, - DOt1Bl_E STRINGER " X IG" 22 DEt~ MtN #<: S45 CCA 6a RET d5 OEG MAX _r ~ 60 RE i ONE EACH SIDE --- ALl PILE CAPS & CROSS BRACING Tp BE DOUBLE BOLTED AS SPECIFIED NOTE AU. CCA TREATED PILES TO BF VINYL WRAPPED FROM MUO (SILT) LINE TO 2 C' ABOVE THE MEAN HIGH WATER i_INE (MHW~ N WITH PRIME HIGH DENSITY PO! YETHYLFNF 040 THICK TYPIC L MAIN WALKOUT 2" HDPE (POTABLE) ATTACH TO WOOD BUMPER W/STAINLESS STEEL HARDWARE, 4' OC NOTE. DECK BOARDS TO BE TRIMMED BOTH SIDES NOTE AI_L INTERMEDIATE. STRINGERS 70 OF !AP JOINTE(J AT BENTS .> 6' MIN NC)TE ALL. WOOD PIANKIN~ OVER SFAURASS TO BF NO MORE THAN P" IhADE AND HAVE ?. MIMlvtUM SPACING OFv2" APART A£"rEP SHRINKAGE SHEET 24 ANASTAS4POULOS EAST SHORE DOCKS FIRE & WAT~~ PLAN DETAILS CONT. TOTAL SQUARE FEET 7,305 WATERWAY WIDTH >1.000 FT WATERFRONT WIDTH 315.0 FT MHW +o.as~ MLyy -1.2a~ ELEVATIONS REFERENCE. NAVD-1988 \~11~111~~~~ ~\ /,~~ ~ `~~ ~m~R Q m -_ ~ _ ° d * * ~~~ ~NN ~ ~ QHCC i • 1 1 ~ ~3•