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FLD2009-08030 - 900 Osceola Ave N #27 - Clearwater Basin MarinaFLD2009-08030 900 N OSCEOLA AVE 27 CLEARWATER BASIN MARINA PLANNER OF RECORD : S K ATLAS # 277B ZONING: D LAND USE: CBD RECEIVED: 08/27/2009 INCOMPLETE: COMPLETE: MAPS PHOTOS STAFF REPORT: DRC: CDB: Good Afternoon, I will be sending the Staff report to these documents on Thursday, November 12, 2009 before 5PM. Thank you, Sherry Watkins Administrative Analyst Planning and Development Department 727-562-4582 CDB Meeting Date Case Numbers: Agenda Item: Owner/Applicant: Representative: Address: November 17, 2009 FLD2009-08030 D. 5. Clearwater Basin Marina, LLC Terri Skapik, Woods Consultin 900 North Osceola Avenue CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit an 87-slip marina in the Downtown (D) District with a dockmaster building height of 17.33 feet and 50 parking spaces, under the provisions of Section 2-903.H. CURRENT ZONING: Downtown (D) District CLEARWATER DOWNTOWN REDEVELOPMENT PLAN CHARACTER DISTRICT: Old Bay PROPERTY USE: Current Use: Vacant (Abandoned Construction Site) Proposed Use: Marina EXISTING North: Low Medium Density (LMDR) District SURROUNDING Detached Dwellings ZONING AND USES: South: Downtown (D) District Office & Indoor/Recreation and Entertainment East: Institutional (I) District School (Vacant) West: Preservation (P) District Intracoastal Waterway ANALYSIS: Site Location and Existing Conditions: The 5.10 acre site (3.55 acres upland and 1.55 acres submerged) is located on the west side of N. Osceola Avenue at the terminus of Nicholson Street, approximately 500 feet north of Seminole Street. The former North Ward Elementary is located across Nicholson Street, northeast of the subject property. A mix of single-family and small multi-family buildings is located along the northeast property boundary. The Seminole Street boat-launching facility and the Francis Wilson Playhouse are located to the south of the site. Community Development Board -November 17, 2009 FLD2009-08030 -Page 1 of 9 Previously the Community Development Board (CDB) approved case FL 00-10-46 for 140 attached dwellings with accessory boat slips, which has since expired; FLD2002-10036 was denied by the CDB which proposed 138 attached dwellings with accessory boat slips; and FLD2004-07053 (Antigua Bay) was approved by the CDB which proposed 133 attached dwelling units with accessory boat slips and has since expired. Related to FLD2004-07053 was PLT2004-00012 and under this PLT, it was proposed to subdivide the western portion along the south side of the basin adjacent to the Seminole Boat Launch property as Lot 1. Clearwater Basin Marina LLC was to provide an access easement to this property through Lot 2. The final plat was never recorded. It appears that the proposed Lot 1 has since been sold with no access easement recorded. It also appears that the proposed Lot 1 is now being accessed solely across City property. The site contains 87 existing boat slips from the former Clearwater Bay Marina with no associated structures. The site is currently surrounded with a chainlink fence to prohibit entry into the property. Demolition activities from Antigua Bay removed the boat storage and repair bays, a wood frame home, atwo-story garage and the covered boat slips. The northern portion of the site contains over 100 concrete pilings approximately 10 - 18 feet tall with exposed rebar remaining from the most recent commencement of construction from the failed Antigua Bay project. The vegetation along North Osceola and on the parcel is poorly maintained. The overall site appearance is poor and is targeted for redevelopment within the Clearwater Downtown Redevelopment Plan. The Clearwater Downtown Redevelopment Plan envisions higher density residential uses along Clearwater Harbor west of Osceola. The proposed marina is located west of Osceola in the Old Bay character district and does not have a higher density residential component. Currently, the primary access to the site is through the Seminole Street boat-launching facility. Development Proposal: The proposal is to establish a marina with 87 existing boat slips, where the primary users lease dock space for private recreational boats. No commercial boats, boat rentals or jet ski rental spaces are proposed. No covered boatlifts, roof structures or vertical walls are proposed as part of this project either. Pedestrian access to the existing slips will be provided by an onsite golf cart along a proposed cart path. A 400 square foot dock master building is proposed west of the proposed parking lot. The two-story structure will be 17.33 feet in height, above base flood elevation, to the midpoint of the roof. Plans indicate space will be available in the dock master building for a restroom, future bait shop, garage area, office and a small retail area. The building will have an elevator installed on the east side. The building will be constructed of lap siding, a standing seam metal roof and an open deck walkway will surround the second floor. The main building color is beige (sandstone) and the metal roof is blue in color. A six-foot wrought iron fence with columns is proposed along the front (east) side of the property. The columns will be sand beige in color and the caps will be blue to match the dock master building. The side (north) boundary of the property has proposed asix-foot wooden fence for security and screening purposes. Likewise the interior of the site has proposed a six foot wooden fence along the cart path. The existing chainlink fence on the south property line is prohibited pursuant to CDC Section 3-805.A. and the Clearwater Downtown Redevelopment Plan. The fence will need to be removed and replaced with a fence that meets Code. Community Development Board -November 17, 2009 FLD2009-08030 -Page 2 of 9 Primary access to the site is proposed at the southern edge of the site from Osceola Avenue, while emergency access will be provided at both the northern edge of the site from Osceola Avenue and at the southwest corner of the site from the Seminole Street boat launching facility. Both emergency access points will be gated at all times with access only from a knox box padlock. The primary access will be gated when the marina is closed and also will provide access from a knox box padlock if necessary. Clearwater Downtown Redevelopment Plan: In addition to the Clearwater Comprehensive Plan, the Downtown Plan is the official statement of policy regarding the Downtown and in particular with regard to the use of land and public policies. All development of land, both public and private, undertaken within the Downtown shall be consistent with and further the goals of the Plan. The site is located within the Old Bay character district of the Clearwater Downtown Redevelopment Plan. This area is recognized as the primary site for intensive residential development within Downtown Clearwater. The Plan recommends that this area be fully redeveloped as a mixed-use neighborhood supporting the Downtown employment base with residential, limited neighborhood commercial and office uses. Specifically, it recommends the redevelopment of the portion of Old Bay west of North Osceola Avenue along Clearwater Harbor with higher-density residential uses recognizing that a key component required to diversify the downtown is to attract residential uses with a variety of housing types and prices. This strategy has been identified as a way to stimulate the redevelopment of property in the area and to reposition the Downtown as a viable economic entity in the region. The proposed dockmaster building is located 332 feet south of the northern property line and as such meets the transition area guidelines in the Old Bay character district. The Clearwater Downtown Redevelopment Plan establishes criteria against which proposals to be located within the Plan boundaries are measured and are discussed below. As this proposal is a commercial marina it is inconsistent with the Plan. The proposal is inconsistent with the Visions, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan including: 1. Vision: Downtown will be an integrated community with a mix of retail, residential, office and recreational opportunities. The development of a variety of residential projects to attract new residents to Downtown is critical to the success of a revitalized Downtown. While the applicant has indicated that this will be a phased development to possibly include a residential component, none is proposed at this time and nothing would require a residential component at a later time should the marina be approved. As stated above, a residential component in Old Bay is critical to the success of Downtown. 2. Vision: The elimination of blighting conditions and the revitalization of the existing and expanded CRA are critical to the future health of Downtown. While the proposal includes upgraded landscaping and other treatments; the site currently has over 100 concrete pilings approximately 10 - 18 feet tall with exposed rebar. With this proposal there are no plans to remove these or to replace with a residential project. The approval of a commercial marina on the property without the necessary residential component would only serve to facilitate Community Development Board -November 17, 2009 FLD2009-08030 -Page 3 of 9 the continuation of the existing blighting conditions and impede revitalization of the Downtown. 3. Goal l: Downtown shall be a place that attracts people for living, employment and recreation. The City shall encourage redevelopment that will attract residents and visitors to Downtown as a recreation, entertainment and shopping destination. While this project will provide recreation for boaters, it provides no provisions for living or employment. The development proposals lack of ahigher-density residential use, as required within the Old Bay character district, will not further the goal of creating a vibrant downtown. 4. Objective lA: All development within Downtown shall further the goals, objectives and policies of the Plan and shall be consistent with the character districts, the design guidelines and the Downtown zoning District. As previously stated, the proposed marina is not consistent with the vision of the Old Bay character district as the development proposal does not include ahigher-density residential use. Therefore, in addition to the other goals, objectives and policies noted, this proposal is not consistent with this objective. 5. Goal 3: Create Downtown as a memorable place to be enjoyed by residents and visitors that capitalizes on Clearwater's waterfront location, natural resources, built environment and history. The vision of the Old Bay character district is to have higher density residential uses along Clearwater Harbor. Having such a use would enable the subject property to be capitalized upon to its fullest potential. However, as no such use is proposed in conjunction with this application, a positive finding cannot be made with regard to this Goal. 6. Policy 6: The character of each district shall be reinforced through the site plan and design review process. Projects shall be consistent with and contribute positively to the vision of the character district in which it is located. The proposal is not consistent with and as such will not contribute positively to the Old Bay character district as the envisioned higher density residential use along Clearwater Harbor is not proposed as part of this application. Community Development Code: A marina is subject to the relevant review criteria of Community Development Code (CDC) Sections 2-903.H, 3-601.C.3 and 3-603. The proposed marina is not located in any of the areas of environmental significance listed in the criteria. While this marina is located on a parcel of land which is contiguous to a parcel of land which is designated as residential in the Zoning Atlas, no commercial activities other than the mooring of boats on a rental basis will be permitted in the leased slips. Living aboard non-transient vessels will be prohibited. There will be no fueling facilities, boat launching or dry storage of boats at this marina. A landside portable sewage pump-out is proposed at the dock master building. The proposed harbor master building complies with the Downtown Design Guidelines. The existing slips will remain unchanged and as such are non-conforming with regard to the dimensional standards set forth in CDC Section 3-601.C.3.h. Intensity: Pursuant to the Clearwater Downtown Redevelopment Plan, the maximum allowable intensity is a floor area ratio (FAR) of 0.5 within the Old Bay character district. The proposal is in compliance with the above as it has a FAR of 0.005. Maximum Building Heim Pursuant to the Clearwater Downtown Redevelopment Plan, those properties west of Osceola Avenue between Eldridge Street and the northern boundary of Old Bay Community Development Board -November 17, 2009 FLD2009-08030 -Page 4 of 9 character district may have a maximum building height of 100 feet. The proposed dock master building height is 17.33 feet measured at base flood elevation. The proposal is consistent with these Code provisions. Minimum Off-Street Parkin: Pursuant to CDC Section 2-903, the minimum required parking for marinas is one parking space per two boat slips. Based upon the above, the total 87 slips will require 44 parking spaces and the proposal has provided for 50. Solid Waste: The proposal will utilize a solid waste disposal area located at the T turn. The proposal has been found to be acceptable by the City's Solid Waste Department. LandscaPing_ Pursuant to CDC Section 3-1202.E.1, this site is required to have interior landscaping in the parking lot equal to ten percent of the gross vehicular use area of the site. The applicant has provided 11.3 percent of the vehicular use area in interior landscaping, thus the proposal is consistent with this Code provision. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per CDC Section 2-903 and portions of the Clearwater Downtown Redevelopment Plan: Standard Proposed Consistent Inconsistent Floor Area Ratio (F.A.R.) 0.5 0.005 X Maximum Building Height 100 feet 17.33 feet X Minimum Off-Street Parking 1 space per 2 slips 1.136 spaces per 2 slips X (44 parking spaces) (50 parking spaces) COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2- 903.H (Marinas): Consistent I 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 Alligator Lake. 2. No commercial activities other than the mooring of boats on a rental basis shall be X permitted on any parcel 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. The design of all buildings complies with the Downtown District design guidelines in X Division 5 of Article 3. 4. All marina facilities shall comply with the commercial dock requirements set forth in X Section 3-60LC.3 and the marina and marina facilities requirements set forth in Section 3-603. Community Development Board -November 17, 2009 FLD2009-08030 -Page 5 of 9 COMPLIANCE WITH FLEXIBILITY CRITERIA FOR COMMERCIAL DOCKS (SECTION 3-601.C.3.a-~): The development proposal has been found to be inconsistent with the criteria for commercial docks. Specific responses to each of these criteria have been provided by the applicant and are included with their application. The individual criteria for commercial docks are set forth in the following table: Consistent Inconsistent a. Ilse 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 adjacent X properties and the neighborhood in general. iii. The proposed dock shall be compatible with dock patterns in the general Xi vicinity. b. Impacts on Existing Water Recreation Activities. The use of the proposed dock shall Xi 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 have a Xi detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. d. Impacts on marine environment i. Docks shall be sited to ensure that boat access routes avoid injury to marine Xi grassbeds or other aquatic resources in the surrounding areas ii. Docks shall not have an adverse impact upon natural marine habitats, grass Xi flats suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. e. Impacts on water quality i. All turning basin, access channels, boat mooring areas and any other area Xi 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). ii. The dock shall not effectively cause erosion, extraordinary storm drainage, Xi 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 Xi wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest. ii. The dock shall not have an adverse impact on vegetated areas; vegetative, Xi 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 adverse Xi affect upon the uplands surroundine. All of the docks currently exist and no changes are proposed. As such, the docks are assumed to be consistent h~ith these criteria. Community Development Board -November 17, 2009 FLD2009-08030 -Page 6 of 9 COMPLIANCE WITH FLEXIBILITY CRITERIA FOR MARINAS AND MARINA FACILITIES (SECTION 3-603): The development proposal has been found to be consistent with the criteria for marinas and marina facilities. Specific responses to each of these criteria have been provided by the applicant and are included with their application. The individual criteria for commercial docks are set forth in the following table: Consistent Inconsistent 1. All 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. The 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 regulations shall apply. COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the overnight accommodation use with the General Standards for Level Two Approvals as per CDC Section 3-913: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adiacent properties. Community Development Board -November 17, 2009 FLD2009-08030 -Page 7 of 9 Code Enforcement Analysis: There are no outstanding Code Enforcement issues. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of October 1, 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 and conclusions of law: 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 3.55 acres upland and 1.55 acres submerged is located along Clearwater Harbor west of Osceola Avenue; 2. That the subject property is located within the Downtown (D) District and the Central Business District future land use plan category; 3. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan as the property is located within the Old Bay character district; 4. That the existing docks located on the subject property have been vacant since February 9, 2009; 5. That the existing docks are non-conforming with regard to the dimensional standards set forth in CDC Section 3-601.C.3.h and no changes to the location and/or configuration of these docks are proposed with this application; 6. That the proposal consists of a marina with 87 slips and the construction of a parking lot and dock master structure; 7. That based on a parking ratio of one space per two slips and 87 existing slips, a total of 44 spaces is required for this marina; 8. That no commercial boats, boat rentals or jet ski rental spaces are proposed; 9. That the no covered boatlifts, roof structures or vertical walls are proposed; 10. The proposal does not include a higher density residential use as envisioned for the Old Bay character district with the Clearwater Downtown Redevelopment Plan; and 11. 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 inconsistent with the district vision of the Old Bay character district of the Clearwater Downtown Redevelopment Plan; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 903.H of the Community Development Code; 3. That the development proposal is inconsistent with the commercial dock review criteria as per Section 3-601.C.3 of the Community Development Code; 4. That the proposal is consistent with the marina review criteria as per Section 3-603 of the Community development Code; and 5. That the development proposal is inconsistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Community Development Board -November 17, 2009 FLD2009-08030 -Page 8 of 9 Based upon the above, the Planning and Development Department recommends DENIAL of the Flexible Development application to permit an 87-slip marina in the Downtown (D) District with a dock master building height of 17.33 feet and 50 parking spaces, under the provisions of Section 2-903.H. Prepared by Planning and Development Department Staff: ATTACHMENTS: ^ Location Map ^ Aerial Map ^ Zoning Map ^ Existing Surrounding Uses Map ^ Photographs of Site and Vicinity A. Scott Kurleman, Planner III S: (Planning Department) C D B (FLEX (FLD) (Pending Cases I Up For The Next CDB (Osceola N 900 Clearh~ater Basin Marina (D) 2009.Xx - 11.17.09 CDB - SKIStaffReport - 900 Osceola - 2009.Docx Community Development Board -November 17, 2009 FLD2009-08030 -Page 9 of 9 Resume A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4553 scott.kurleman(a~myclearwater.com PROFESSIONAL EXPERIENCE • Planner III • Planner II August 2008 to present June 2005 to August 2008 Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, variance, and conditional use. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. 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. • Land Resource Specialist City of Clearwater June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non-compliance with City land resource regulations. Landscape re-inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractors, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. • Account Manager Cherry Lake Farms, IMG Enterprise, Inc. 1993 - 1996 Groveland, FL Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in-field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. • Licensed Marketing Representative Allstate Insurance Company 1991 - 1993 Clearwater, FL Field inspections of insured structures. Policy service and account maintenance. ~ Store Manager William Natorp company, Inc. 1983 - 1991 Cincinnati, OH Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION GRADUATE -Certificate: Community Development, UNIVERSITY OF SOUTH FLORIDA, TAMPA, FLORIDA. Currently pursuing. BS in Sustainability Management, ST. PETERSBURG COLLEGE, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. ISA, International Society of Arboriculture, Certified Arborist, FL-0414. GTv~ ~ S7 ~ EN GMAF# ? ~ /~ S1(}~ L O PROJECT ~ ~ ~ saLLE sT o .: Q p~ik3 ~ ? z SITE s+_ud=~ FALRA LU sr J Q 2 Q PALM BLUFE ~T > u' '~ > S RGENS ST z ~ o D r t JU r~(+'~G Z ~ ~ ~ ~ £~dAR ST AtO S~ ~~ ~ 0 ~ n~iR~o~ ~ g t +##CHOL:ON ST vy D ~ N#CHOLSi~P.# ST a SEM#NOLE ST ~DQ ~~00¢ d ELdRIDGE 5T O ~ ~ MAPLE ST MAPLE MAPLE LEE ST Q PLAZA ~ ¢ C £~ OR G dA ~ JACKS~# HART ST HART z O ~0 a z Q JClYES ST S o ®REW ST SR-~9t? Z Q ~Q °DQ~ ~~ ~ ~ L~20'JE ST w ~ ~ HENDR#CKS ~ ~ ~ ~~ t:i ~~' 3 a LAURA a a ~~~ G'~ GRdVE N.E. ^ a ^ ~o CLEVELANd 5T PARK ST LOCATION MAP Owner: Clearwater Basin Marina, LLC Case: FLD2009-08030 Site: 808/810/902/904/906/908 N Osceola Ave Property Size: 5.10 Acres PIN: 09-29-15-32184-002-0020 Atlas Page: 277B 1 to 7 L57816 ~ M w - - o ~ 5 ^~ ^~ 1007 ;, ~, 4 1 _ ° o s z ~ ~ 301 - - O e ^ O ~ v2o 1000 ao v ~`9 M e CEDAR ST EE N ~ ~~ h Detached a ~ Dwelline 9L~E S09 29 15 ~ ~ - - j /// 908 FOR PARCEL O t t 908 - - - - ~0 8 1 - - 301 - - - - - 5 z 2 907 School Os ~ - - (Vacant) - 9 -1 ~ 904 32184 905 s 4 »es ~ 902 903 ' - ~ 3 1 900 1 5 / ~ a ao Q a Q Vj ~~3 ° 10 0 0 o ~ v 10 ~° h v t 23 / t~ ~+ ~ A 'aS \ \ _ t ^°'~ ~ 2z \ / / t4JO8 Vacant +08 ro 809 t t ~ ~~N 9 / / 0 807 \ ~ \ ~N ~ 2 806 2 z 3 ~Si 1~e 21 \ '- Detached ° 3 8oq 2 02718 J ~ Indoor Dwelling mss` / a 02 805 3 Recreation s v t7 8p? 3 / 5 8 ~ 803 4 O , N e \ \ 8 0 18 8p0 g0j ~/ ~ o Q O 5 V ~ b h 7 / w O oio 3j~SI ~ ~ ' 4 787.58 253 ~ 70h1 b N 8 ~ - - 307.8 17~ Q h 405 ~ Q 8 h~ 707 2 ~ • 37p~g) • ~ O cos yV 205 ~ 7053 1 s 7 O moo. t J ~ ~ 7 3 706 - - 0 0 t 7 5 / - 703 4 5 70 7~3 t -' ~ X04 ,,.~~ r- ~ ~ 701 "~'s 702 ~02 05320 L ~ ~ 20 u I how ~ ~o ao g C C ~ ~ -- ~ h ~ " h v ~ v 7p0 i i 700 EXISTING SURROUNDING USES Owner: Clearwater Basin Marina, LLC Case: FLD2009-08030 Site: 808/810/902/904/906/908 N Osceola Ave Property Size: 5.10 Acres PIN: 09-29-15-32184-002-0020 Atlas Page: 277B 1009 u~ ~ ~ M 1007 a i, 0 h a P 2 $ 7? 301 ~, ~ S ~ ~ 1000 CED ~, ~ ~ sos 908 908 906 301 ~7 906 904 I ~ p ~5 904 902 903 1 S01 900 ~ ~ ~ °v ^~ 810 813 ~ ~ ~ 810 ,~ ~i $ 809 ~~ 808 811 808 Q 2 807 B e09 sas y 804 80q 2 Q 805 O 805 ~ 803 801 803 800 ~ ~ eo1 8pO g0> S ~ ~ ~ Z ~ SEMINOLE ST ~ D Q 709` `~ X12 V 405 0 707 T06 O~ 705 70 T ~ 7 706 P Oq 705 703 704 703 704 7 701 702 701 702 O tp O N ? ~D ap X00 P a° 700 '~ ~ '~ '~ ~ 700 ZONING MAP Owner: Clearwater Basin Marina, LLC Case: FLD2009-08030 Site: 808/810/902/904/906/908 N Osceola Ave Property Size: 5.10 Acres PIN: 09-29-15-32184-002-0020 Atlas Page: 2778 '~~~ ~° h l •I .~,~ ill ,~d~~~ ~UIJ11 i;! ! a~i ! !'~ ~.. ~ i. ~ ~ ~.... ~~-. a. ,,:~~ _ ~• ~,+a ; ~-r ~ ice! ~ 'fit' ~.~.-R~ Existing pilings on subject property to remain. ,~~ .: ..a~ =!~~D .._ _ .. ._ _~ . e East side of subject property. ~ ."p~ .n y~ Subject property looking north. 900 N. Osceola Avenue FLD2009-08030 Subject property, looking west from Nicholson Street. Subject property looking west. ~= :~ ., P FI. Y• :.... L'xisting boat slips and pilings. Detached y , ~, >'~ x . , ,; property i ~ ,~- ~, ~ - ~. ,~ f. ~r,~.~` .~ ~. ~ Northern edge of the subject property. 900 N. Osceola Avenue FLD2009-08030 .... , Vacant building to the southwest ofthe subject property. _... :. _. _.. _ _ ..._. Looking north at subject property. r~ ~ r,~...- ~. r _. N~tr ~&. ,rn~. . Woods Consulting Environmental Permitting Marine Engineering Hydrogeology Land Planning Scott Kurleman City of Clearwater 100 South Myrtle Avenue Clearwater, Florida 33756 October 16, 2009 1714 County Road 1, Suite 22 Dunedin, FL 34698 Re: FLD2009-08030 -Clearwater Basin Marina Dear Scott, In response to the DRC comments, please note the following: General Engineering: Items 1-9 are listed as prior to issuance of building permit which we acknowledge. There is an additional item listed as prior to issuance of a Certificate of Occupancy which we also acknowledge. Environmental There are no issues. Fire Please note that we have worked with both Jim Keller and Leonard Rickard regarding Fire Department Access and Water Supply. In that regard we have received a-mails from both and in particular from Leonard this week indicating that our latest plan submittal is acceptable. This includes the fact that the roads are a maximum of 5% grade and the addition of the 75 feet of T-Turnaround for the north road. Harbor Master Legal, Land Resources, Parks and Recreation No comments or response is necessary. Stormwafer: Please note we acknowledge the five items as listed prior to issuance of Building Permit and the one item as a general note regarding permit. Solid Waste: We acknowledge that we need to work with Tom Glenn of the Solid Waste Department to ensure that the dumpster location and accessibility is adequate. It is noted that we have performed an Auto Turn study on the proposed dumpster location and the truck movements meet all criteria. The comment indicates that the acceptance of the solid waste location and access should be cleared prior to Occupational License or Certificate of Occupancy. Office: (727) 786-5747 Fax: (727) 786-7479 Email: info@woodsconsulting.org www.woodsconsulting.org Traffic Encrineerin Please note that the driveway from Osceola Avenue to the parking lot is shown now as 24 feet wide 2-way. We have submitted plans to Mr. Steve Doherty and have received his preliminary review indicating that the plans are acceptable. Three additional notes are acknowledged as required prior to issuance of a Building Permit. Planning: 1) Please note that the driveway access to the proposed project is from Osceola with only emergency access at this point in time to the Seminole Boat Ramp. This, therefore, impacts and is noted to be not applicable for this item and Item 14. 2) We believe that the use proposed is part of a flexible view of the Downtown Re- development Plan and meets the intent and directives of the Plan and Comprehensive Plan of the City. Although there have been no amendments added to the plan, as the staff has requested a response from, there are elements and items in the Downtown Plan that do support this use. These elements are also included in Exhibit A. "The intent of the Clearwater Downtown Redevelopment Plan is to provide a flexible framework for the redevelopment of Downtown into a place that attracts people to live, work, shop and play". The proposed marina is located abutting the focal point of the Old Bay district, the Seminole Street Boat launch. The applicant believes that the proposed marina is a similar and consistent use to the Seminole boat launch site, and is a complimentary and cohesive use that will act as a plus to the main component to the old bay district. The Downtown Plan States: "The Seminole Street Launching Facility is located in the most northwestern section of the Old Bay and functions as the City's main boat launching facility. It has eight boat ramps and a fishing pier, as well as a picnic area. The facility accommodates approximately 25, 000 launches per year. The facility offers monthly and yearly launch passes': The Downtown Plan also states: "Policy 3: The Seminole Street Launching Facility should be maintained as a recreation site, recognized as an area attraction, and should be improved with the addition of elements such as picnic areas, park benches, landscaping, lighting and parking management". The Downtown Plan's specific goals include "Objective 1J: Downtown shall maintain and expand parks and recreational activities that serve residents and visitors". The Downtown plan also states some very specific goals and visions VISION OF PLAN "• Downtown will be an integrated community with a mix of retail, residential, office and recreational opportunities. The development of a variety of residential projects to attract new residents to Downtown is critical to the success of a revitalized Downtown" The above Plan directives are elements that this proposed project includes. This is a project that opens up the mix of uses and facilities that act as an important and integral part of a highly desired residential component in the downtown area. The existence of a facility to moor a boat is an important aspect and necessity for residents that enjoy that kind of lifestyle -and very prevalent in the City of Clearwater. Further, this is an expansion of significant recreational activity for the downtown resident. The ability to have your boat available to you in the vicinity of your home is important. This use adds to the mix of uses and the similar use of the boat ramp - we believe that a synergy of these uses occurs and is an asset and a plus to the focal area attraction in the Old Bay district. A use of this nature does add to the attraction of downtown of new residents and will add to the revitalized downtown area. The Downtown Plan Continues to State: "• Downtown's unique waterfront location should be a focal point for revitalization efforts and an orientation for all of Downtown. Views of and access to the water musf be preserved" It must be said that the site has been a complete eyesore and adisaster -left in that state by the defunct prior project owner. What is proposed here is the first realistic and functional step to turn the entire site around and bring it to the level of existence that the neighbors and City deserve. In this same regard the Downtown Plan also states: "• The elimination of blighting conditions and the revitalization ofthe existing and expanded CRA are critical to the future health of Downtown". It cannot be stated strong enough the level of disrepair this site exists in today. This criterion of the redevelopment plan strongly points to the elimination of the conditions of this site that has been left for years. There is an empty marina, which has been maintained. Worse there are dozens and dozens of concrete pylons that have been left literally sticking out of the ground: In regard to policy #4, above, the City's Comprehensive Plan also recognizes the importance of this Seminole Street location and the advantages and improvements of this site and lists the site as an official point of a view corridor from Garden Street. The Citv's Comprehensive Plan under the Recreational and Open Space Element comes to the same conclusions and directives: "G.1 GOAL - TO DEVELOP A SYSTEM OF OPEN SPACES, PARKS AND RECREATION FACILITIES WHICH ARE DESIGNED FOR THE MAXIMUM SATISFACTION OF THE RECREATIONAL NEEDS OF CLEARWATER'S RESIDENTS AND TOURISTS". The Citv Comprehensive Plan also states: "A. 6.7.1 Encourage the preservation ofrecreational and commercial working waterfronts and marinas and other water-dependent facilities" A. 6.7.2 Work with applicants to discourage the rezoning and land use changes of recreational and commercial working waterfronts. This is exactly what the applicant is seeking to do. The contention of the City is to do something else on this site -opposite the City Comprehensive Plan directives. The City's Comprehensive Plan seeks that sites just like this one should be preserved and maintained and reversed from its' disrepair to become an attraction for new residents seeking to live in the downtown area. And finally, this site is located in the far North Western zone called the "Old Bay" character district. There is no designation or communication or list in the Old Bay character zone that states marinas are not permissible. There are other uses that are specifically stated as being not permissible in the district -but marina's are not listed in that capacity. 3) Proposed trees species have been revised. Less than 25% of trees are Palm Trees. See sheet L-1 and D-1. 4) New calculations have been added to sheet D-1. Calculations include VUA, interior landscape required and proposed areas and required and proposed interior trees. In addition, interior landscape areas included in the calculations are noted in square footage next to the included landscape area on sheet L-1. 5) Comprehensive Landscape Program has been modified to include meeting criteria in 1.b. 6) Please note that crushed concrete is recycled concrete that is crushed to approximately 3/ inch to'/z inch maximum size particulars. This is typically used as road base or in our case as the golf cart pathway and the emergency access on the north portion of the property. 7), 8), 16), 17) and 18) Please note that the plans have been revised to indicate the perimeter fencing as that of a black wrought iron open fencing with columns at 8 to 12 foot spacings. Please further note that the columns and caps are proposed to be the same colors as the dock master's office thereby providing an architectural compatibility with the principal structure on the property. 9) Please note per the agreement in DRC meeting that the chainlink fence has been replaced with a wood stockade fence. 10) Per discussion and agreement in DRC meeting, there will be no opening or gate along the fence due to severe elevation change and the fact that it would allow for public access into an area that is not developed at this point in time. 11) Please refer to Sheet C-5 of the plans and also to the attachment that shows a color scaled elevation of the proposed wrought iron fence. 12) Please see the attached letter from J.W. Smith Design Group addressing this item. A note has also been added to the architectural elevation plan listing the proposed building materials. 13) Please see Sheet C-4 which has a note added indicating that a portable Sani-Sailor pump out unit will be kept at the dock master's office as a service to the boats in the marina. Please further note that the City's new vessel that has a pump out unit has also been indicated that it would be available per Harbor Master, Bill Morris. Please further refer to the architectural plans that show the bathroom facilities proposed for landside use. 14) See Item 1. 15) and 19) Per discussions and agreement at DRC meeting these items are not applicable. Thank you for your assistance and please feel free to call me if you have any questions. My regards, Terri Skapik Senior Hydrogeologist Woods Consulting P:\Clearwater Bay Marina -Boesch (484-09)1CBM -response to DRC comments 10-16-09.wpd October 13, 2009 Clearwater Basin Marina, LLC PO Box 2256 Clearwater, FL 33757-2256 Re: Case Number: FLD2009-08030 - 900 N. Osceola Ave 27 Clearwater Basin Marina, LLC To Wharn It May Concern: In response to the Development Review Agenda, Page 20, Item 12 -BUILDING DESIGN: The proposed Dock Master's Office is in harmony with the surrounding residential neighborhood, as well as the existing boat ramp area. The style is a vernacular coastal, with the use of lap siding, white frame windows and a standing seam metal roof. As well, it has large overhangs, a wrap around porch, dormers and exposed rafter tails, which give this building a true Dock Masters feel. The mass and scale are appropriate to this site, with the location to maximize the view to the marina area and is sized only for the intended use. The materials used are compatible with the existing and surrounding area and are consistent with the architectural style of the building. Respectfully ubmitted, ~JG~ ,l Jeff W. Smith President DECORATIVE CAP BLUE TO MATCH DOCK MASTER BLDG CMU COLUMN W/ STUCCO GROUT FILL CORNER CELLS #5 DOWEL EACH CORNER CLEARWATER BASIN MARINA 4 3 2 REVISIONS OSPREY COVE PROFESSIONAL OFFICE PARK 21764 STATE ROAD 54, LUTZ, FL 33549 PH. (813) 949-5599 FAX (813) 949-0818 DATE: 10-14-09 SHEET REV NO PROJECT No. 09010 FEN-1 TITLE: COLOR RENDERING OF FENCE ON OSCEOLA AVE. MICHAEL J. GAYLOR CERTIFIED PROFESSIONAL ENGINEER STATE OF FLORIDA NO. 13098 TYPICAL WROUGHT IRON FENCE DETAIL 10•~,i5 8m ~ Case Number: FLD2009-08030 -- 900 N OSCEOLA AVE 27 Owner(s): Cleazwater Basin Marina Llc Po Box 2256 Clearwater, Fl 33757-2256 TELEPHONE: 727-441-3474, FAX: No Fax, E-MAIL: gary@fishermansparadise.com Representative: Woods Consulting 1714 Cr 1 Dunedin, FI 34698 TELEPHONE: 727-786-5747, FAX: 727-786-7479, E-MAIL: terriskapik@woodsconsulting.org Location: 5.10 acres (3.55 acres upland and 1.55 acres submerged) located on the west side of N. Osceola Avenue at the terminus of Nicholson Street, approximately 500 feet north of Seminole Street Atlas Page: 277B Zoning District: D, Downtown Request: Flexible Development approval to permit an 87-slip marina in the Downtown (D) District with a dockmaster building height of 17.33 feet and 50 parking spaces, under the provisions of Section 2-903.H. Proposed Use: Marinas Neighborhood Old Clearwater Bay Neighborhood Association(s): TELEPHONE: 461-0564, FAX: No Fax, E-MAIL: southern@tampabay.rr.com Neighborhood Clearwater Neighborhoods Coalition Association(s): TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: A. Scott Kurleman, Planner III Attendees Included: City: Scott Kurleman, Robert Tefft, Steve Doherty, Scott Rice, Rick Albee, Tom Glenn, Jim Keller Applicant: Terri Skapik, Mike Gaynor The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda -Thursday, October 1, 2009 -Page 17 DRC Action Agcnda I.1 The following conditions shall be met prior to the issuance of a Building Permit: 1. Stormwater easement (O.R. 101 - 274), encompassing a large area of the site portion adjacent to the Seminole Boat Launch property, was vacated in March of 2006 subject to the dedication of a 10-foot easement either side of a 30-inch Stormwater pipe within 6 months of the date of the vacation approval. Since new easement was not dedicated the approved vacation is now null and void. Submit a new vacation request. 2. A forcemain connection to the City's Lift Station #12 on Osceloa Avenue is proposed. Provide details of how this connection is to be made. 3. Dumpster enclosure is proposed to be constructed over 30-inch storm pipe subject of condition #1 above. Relocate dumpster enclosure at least 10-feet from this pipe. 4. The City of Clearwater will provide water tap, and a B.F.P.D. (back flow preventor device) if applicable. Applicant is responsible for all applicable impact and installation fees. Payment for the backflow prevention device is paid to Utilities Customer Service in the Municipal Services Building located at 100 South Myrtle Avenue. 5. Ductile iron pipe shall be installed between any tap and water meter. Ductile iron pipe shall be installed between any tap and backflow preventor device. At least one joint of ductile iron pipe shall be installed on the service side of any backflow preventor device. 6. What is slope of driveway at entry from Osceola Ave.? Demonstrate that this driveway can be traversed by solid waste and fire department vehicles. 7. Include City of Clearwater Contract Specifications and Standards Index #701, Dumpster Enclosure on the plans. 8. Move DDCA and domestic BFP devices as close as possible to the point of connection with existing City water main and provide separate taps on the main for domestic and fire. This will limit need for a water main easement over unrestricted water line on private property. 9. Reclaimed water is available to this site for irrigation purposes. Prior to the Issuance of a Certificate of Occupancy: 1. Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a State of Florida Registered Professional Engineer. The Construction Services Inspector will field inspect as-built drawings for accuracy. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No issues. Please Note: An Asbestos Survey is usually required prior to conducting any demolition or renovations. Please contact Pinellas County Air Quality (464-4422) for further information. Fire: Chapter 18 Fire Department Access and Water Supply / 18.2.2.5.6.2 The angle of approach and departure for any means of fire department access shall not exceed 1 ft. drop in 20ft. Plan indicates greater that code allows on the south driveway. ACKNOWLEDGE PRIOR TO CDB Fire Access Road on the North side ends after the T-Turn, can this be extended approximately 75' this will be 260' to the last 2 1/2" hose connection to the West end ?PROVIDE DETAILS PRIOR TO CDB Harbor Master: 1. ? Legal: 1 . No response. Land Resources: No Issues. Landscaping: 1 . See zoning comments. Parks and Recreation: No Comments Development Review Agenda -Thursday, October 1, 2009 -Page 18 DRC Actinn AgeMu I.1 Stormwater: Solid Waste: The following shall be addressed prior to issuance of the building permit: I. The volume resulted from the 40% of porosity of the bed rocks shall not be counted for the required volume. 2. Provide a detail for the proposed inlets. 3. What is the invert elevation of the outfall? 4. Submit an operational maintenance plan for the Stormwater management system that is signed and accepted by the property owner. 5. Submit a copy of the approved SWFWMD. General note: I. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 1 . How will solid waste be handled. That dumpster service be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy. Please contact Tom Glenn - 727-562-4930 Traffic Engineering: 1 . The following to be addressed prior to CDB: 1) Driveway width from Osceola Avenue to the parking lot shall be 24' wide or more for 2-way traffic. The following shall be addressed prior to issuance of the building permit: Planning: I) Provide detail sheets of both the accessible parking stall and sign compliant with current City standards (see link provided, index 1 I8 & 119). http://www.myclearwater. com/gov/depts/pwa/engin/Production/stddet/index. asp General Note(s): I) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda -Thursday, October 1, 2009 -Page 19 DRC Action AgenJa I.I 1 . Prior to CDB. Provide a copy of the easement or agreement allowing access through City property to Lot 1 which appears to have been illegally divided. 2 . Prior to CDB. Provide evidence that the Clearwater Downtown Redevelopment plan has been amended to allow marinas in the "Old Bay" Character district. 3 . Prior to CDB. Pursuant to CDC Section 3-1202.Bl.palm trees can be used to satisfy 25 percent of the tree requirements in Downtown. Staggered clusters of three palm trees =one shade tree, except for specimen palm trees such as: phoenix canariensis (canary island date palm), phoenix dactylifera (edible date palm), and phoenix reclinata (Senegal date palm), which count as shade trees on a 1:1 ratio. Revise. 4 . Prior to CDB. Provide calculations for all proposed interior landscape islands. If 4,527 sq ft is devoted to interior landscape 28 shade trees or equivalents will be required. Only ] 0 equivalents have been proposed. 5 . Prior to CDB. Revise. Comprehensive Landscape Program application indicates the landscaping has been designed as a part of the architectural theme of the principal buildings proposed. Proposed landscaping fails to meet this criteria. Staff suggests meeting criteria I.b. by providing landscaping in which the design, character, location and/or materials is demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development. 6 . Prior to CDB. Clarify. Crushed concrete is proposed for the golf cart path. What is crushed concrete? 7 . Prior to CDB. Maximum height of a fence or wall in the front setback may be three feet. However CDC Section 3-804.A.2 permits brick or other masa~ry walls or walls with masonry columns linked by substantial grill work to a maximum height of six feet in a required front setback. Such walls shall be architecturally compatible with the principal structure on the property and compatible with surrounding properties. Revise. A six foot high PVC fence is not permissible in the front setback. 8 . Prior to CDB. Pursuant to CDC Section 3-803.C. a fence or wall which exceeds 100 feet in length in any single plane along a street right of way shall either be offset to create inset areas of at least eight feet in width and depth for landscaping treatment or non opaque openings in the walls or fences shall be provided through the use of wrought iron or similar types of wall treatment or some architectural features such as a column or other feature is used to offset the unbroken nature of the fence or wall. Revise. 9 . Prior to CDB. Pursuant to CDC Section 3-805.A. chainlink fences are prohibited within the Downtown District. Remove. 10 . Prior to CDB. Pursuant to CDC Section 3-803.D. all fences or walls located within a required setback area shall be provided with an opening or gate of sufficient width to allow access outside of the area enclosed by the fence or wall to such right of way for the purpose of facilitating the maintenance of all required landscaping and the street right of way. Revise. I 1 . Prior to CDB. Provide a color scaled elevation of proposed wall or fence. 12 . Prior to CDB. Demonstrate how the design of the proposed building complies with the Downtown District design guidelines. Provide building material descriptions on elevations.Note the list of inappropriate building materials on page 116 of the Downtown Plan. 13 . Prior to CDB. Show adequate sanitary facilities as required in CDC Section 3-603.F. 14 . Prior to CDB. Provide a copy of the easement or agreement showing that the sole vehicular access to the site through the City's Seminole Boat ramp property has been supported. 15 . Prior to CDB. Revise. Pursuant to the Clearwater Downtown Redevelopment Plan parking lots adjacent to rights-of--way must be screened with either a landscaped buffer or a solid or fence three feet in height. 16 . Prior to CDB. Revise. Pursuant to the Cleawater Downtown Redevelopment Plan fences and walls must complement and be consistent with the principal structure with regard to materials, texture, size, shape and color. 17 . Prior to CDB. Revise. Pursuant to the Cleawater Downtown Redevelopment Plan SOLID walls and fences along rights-of--way are permitted no higher than three feet. Any portion offence or wall above three feet in height must be at least 50 percent opaque. 18 . Prior to CDB. Revise. Pursuant to the Cleawater Downtown Redevelopment Plan walls and fences must contain posts or columns which include decorative caps which extend up to 12 inches above the otherwise allowed height. Development Review Agenda -Thursday, October 1, 2009 -Page 20 DRC Acli~~n ApenJa I.1 19 . Prior to CDB. Revise. Pursuant to CDC Section 3-1202.E.2. foundation plantings shall be provided for 100 percent of a building fagade with frontage along a street right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building fapade and one shrub for every 20 sq. ft. of required landscape area. A minimum of 50 percent of the area shall contain shrubs with the remainder to be ground cover. Other: No Comments Notes: Sufficient - To be placed on the 11/17/2009 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 10/16/2009. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda -Thursday, October 1, 2009 -Page 21 DRC Aclion AycuJa I.1 ~~~~ Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ~]' SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 fed SUBMIT APPLICATIONFEE$ $1,205.00 FLEXIBLE DEVELOPMENT APPLICATION (Revised 07/11/2008) * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) PLEASE TYPE OR PRINT APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Clearwater Basin Marina, LLC MAILING ADDRESS: PO BOX 2256, Clearwater, FL 33757-2256 PHONE NUMBER: 727-441-3474 FAX NUMBER: CELL NUMBER: EMAIL: PROPERTY OWNER(S): SAME List ALL owners on the deed AGENT NAME: WOOdS COnSUlting MAILING ADDRESS: 1714 CR 1, Suite 22, Dunedin, Florida 34698 PHONE NUMBER: _ 727-786-5747 FAX NUMBER: CELL NUMBER: NA EMAIL: 727-786-7479 terriskapik(a~woodsconsulting.org B. PROPOSED DEVELOPMENT INFORMA PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: Clearwater Basin Marina CASE #: RECEIVED BY (staff initials): DATE RECEIVED: PROJECT VALUATION: $ 470,000.00 900 N. Osceola Ave. 09-29-15-32184-002-0020 -~-- _ ----- -- 3.55 ac. (upland/dry); 1.55 ac submerged PARCEL SIZE (square feet):154,638 dry; 67,518 sf submerge GORRA'S, J. A. SUB BLK 2, LOTS 1, 2 8 3 & VAC NICHOLSON ST ADJ S OF LOT 3 & SUE BARCO SUB, LOTS 13, 14 & 23 & LOT 22 LESS 131.8FT X 29.56FT T/A IN SE COR & VAC 30FT UNNAMED ST W OF LOTS 13-15 PROPOSED usE(s): Marina and marina facilities DESCRIPTION of REQUEST: Flexible Development Level Two approval for marina facilities to support use of Specifically identify the request existing wet slips. Facilities to include: parking plan, stormwater, dockmaster's office (include number of units or square footage of non-residential use and all with restrooms. Wet slips to be for rent to the general public on a first-come, first- requested code deviations; e.g. reduction in required number of served basis. (see attached narrative) parking spaces, specific use, etc.) (Code Section 4-202.A) C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Flexible Development (FLD) 2008 07-11.doc Page 1 of 7 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPME~IT RIGHTS (TDR), A PRE\~IOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PRE /IOUSLY APPROVED (CERTIFIED) SITE PLAN? YLS _ NO v/. (if yes, attach a copy of the applicable documents) C. Pi400F OF OW~lERSHIF: (~vode Sectlot~ 4-Z02.A.5) ~ SUBMIT A COPY OF THE TITLE IivSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) ®. W4~ITTEF! SUISIVIITTAL I~EC;lUIF~E~lIEP9TS: (Code Sectlora 3-313.14) ~ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain h?w 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. See Attached Exhibit A 2. The proposed development will nos. hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See Attached Exhibit A 3. The proposed development will not adversely affect the health or safety or persons residing o working in the neighborhood of the proposed use. See Attached Exhibit A __._ _ . __ 4. The proposed development is desic,~ed to minimize traffic congestion. See Attached Exh'bit A -- _ .. __ 5. The proposed development is consstent with the community character of the immediate vicinity of the parcel proposed for development. See Attached Exhibit A 6. The Design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of open ation impacts, on adjacent properties. See Attached Exhibit A C:\Documents and Settings\derek.ferguson\Desktop\planning dept forms 0708\Flexible Development (FLD) 2008 07-11.doc Page 2 of 7 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) fiY Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) -Explain how each criteria is achieved, in detail: See Attached Exhibit B E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21} [Q' A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. e( If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. Q' At a minimum, the STORMWATER PLAN shall include the following; D' Existing topography extending 50 feet beyond all property lines; ~ Proposed grading including finished floor elevations of all structures; Q' All adjacent streets and municipal storm systems; p~ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ~ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. td Proposed stormwater detentioniretention area including top of bank, toe of slope and outlet control structure; Q' Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable R' ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): ~~~ _..___ •~_ stormwater plan as noted above is included stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor _._._ elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) R' SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; fd' TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; R' TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. ~ LOCATION MAP OF THE PROPERTY; ^ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ~ GRADING PLAN, as applicable; ^ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ~ COPY OF RECORDED PLAT, as applicable; ~••~~~~~~~_~~~~ u,,...,_~~,~,y„~~,=~.,~,yu~..nwcanwN~piaiinniy uepi rurrns w~o~riexioie ueveiopment (h LU) 200807-11.tloC Page 3 of 7 G. SITE FLAN SUBMITTAL RI::QUIREil~ENTS: (Section ~-202.~~) ~ SITE PLAY with the fo-flowing information (not to exceed 24" x 36"): _ ~ Index sheet referencing individual sheets included in package; d North arrow; _ ~ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; ~ All dimensions; _~_ Footprint and size; of all EXISTING buildings and structures; _~_ Footprint and size of all PROPOSED buildings and structures; ~ All required setbacks; _~ _ All existing and proposed points of access; d All required sight triangles; ~ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and lecation of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; ~1 _ Location of all street rights-of-way within and adjacent to the site; Location of existing public a; d private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas d _ and \vater lines; _!~ All parking space, driveways, loading areas and vehicular use areas; _ ~_ Depi„tion by shading or crosshatching of all required parking lot interior landscaped areas; d 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; _ e/ _ Location of all on site and offsite storm-water management facilities; _d Location of all ou door lighting fixtures; ~_ Location of all existing and proposed sidewalks; and ~ Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floo- is required for any parking garage requiring a _ _ Level Two approval. 4/ SITE DATA TABLE for existing, required, and proposed development, in tNritten/tabular form: EXISTING F EQUIRED PROPOSED d Land area in square feet and acres; Number of EXISTING dwelling units; d Number of PROPOSED dwelling units; --- - SEE ATTACHED SITE PLAN d Gross floor area devoted to >ach use; -~- _. 7.... _ _ _ Parking spaces: total number, presented in tabular form with the SUF~\IEY A~.D.. L/Ai~DSCAPE"PLA~~ ~ number of required spaces; D~f~INING _ _. __ __ ~ ota~ paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; ~ Official records book and page numbers of all existing utility easement; c/ Building and structure heigh ~; ~1__ Impermeable sur`ace ratio (I.S.R.); and _c1 Floo; area ratio (F.A.R.) for all nonresidential uses. - _ _ _ ~ REDUCED COLOR SITE PLAN to scale (8 %X 11); ~ FOR DEVELOPMENTS OVER CIJE ACRE, provide the following additional information on site plan: "/ One-foot contours or spot elevations on site; _d_ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _d__ All open space areas; _ ~_ Location of all earth or water retaining walls and earth berms; _ ~ Lot I nes and buil9ing lines (dimensioned); _/__ Streets and driven (dimensioned); _~ Building and stru~;tural setbacks (dimensioned); ~ Structural overhangs; C:\Documen.s and Settings\derek.fergusonlDesktop\planning dept forms 0708\Flexible De~~elopment (FLD) 2008 07-11.doc Page 4 of 7 H. LANDSC,~4PING PLAN SUEtUIITTAL REC1UIt2EMENTS: (Sec~:ion 4-11O2.A) ~ LAN`~SCAPE PLAN wi~:h the following information (not to exceed 24" x 36'): d_ All existing and proposed structures; d Names of abutting streets; '~ _ Drainage and retention areas including swales, side slopes and bottom elevations; a1 Delineation and dimensions of all required perimeter landscape buffers; ~ Sight visibility triangles; ~ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ ~_ tree survey); d Location, size, ar:d quantities of all existing and proposed landsc~:pe materials, indicated by a key relating to the plant ___ schedule; Plant schedule wi:h a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _d existing and proposed landscape materials, including botanical and common names; d 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; _d_ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); c1 Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8'/zX 11); ® CO~nPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. t. t3Utl_DtN{3 ELE!!A"i'I®N PL.t~N SUt3tiJiBT1"AL F~.EQUiI?Ei1liEP~TS: (Section ~-202.A.'?3) ~ BUILDING ELEVATIOiV DRAWINGS -with the following information; _ ~ All sides of all bui'dings; !~ Dimensioned; __d_ Colols (provide orle full sized set of colored elevations); d Materials; ~' REDUCED BUILDING ELEVATIONS -same as above to scale on 8 Yz X 11. J. SIGNAGE: (Divisic-n 19. St~~NS / Secti®n 3-18f3~) ^ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. I"l All PROPOSED freestanding ar;d attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) © Comprehensive Sign Program application, as applicable (separate application and fee required). ® Reduced signage proposal (8'/2 ): 11) (color), if submitting Comprehensive Sign Program application. C:\Documents and Settings\derek.ferguson\Desktop\planning dept farms 07D8\Flexible Development (FLG) 2008 07.11.doc Pale 5 of 7 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ~ Include if required by the Traffic Operations Manager orhis/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning pepartment's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ¢~ Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. tf a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow caltx~lations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. ' ~ Fire Flow Calculations/VVater Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representative visit and photograph tt~.yroperty described in t ' licatioy or representative STATE OF FLORIDA, COUNTY OF PINELL,AS Sw rn to an subscribed before me this ~_ day of A. D. 20p~_ to me and/or by ,who is personally known has produc as iden ification. Notary public, ~y~mmissioh expires: L, ~ ~a • ~ 0 ~ ~•. C:\Documents and Settingslderek.ferguson\Desktop~planning deptfortns 0708\Flexible Development (FLD) 2008 07-11.do~~~,1tY P:a~~c PATRICIA MAVRAIQS Page 6 of 7 * * MY COMMISSION # DD 797210 N, T EXPIRES: June 12, 2012 ' 'rTE~ Fl.p~\C Bonded Thru Budget Notary Services N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed -PRINT full names: Clearwater Basin Marina, LLC PO Box 2256, Clearwater, FL 33757-2256 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 900 N. Osceola Ave. 3. That this property constitutes the property for which a request fora: (describe request) Flexible Development Approval for upland parking plan, storm water retention plan, dock master's office with restrooms to support wet slip marina for public use. 4. That the undersigned (has/have) appointed and (doesldo) appoint: Terri Skapik of Woods Consulting, 1714 CR 1, Suite 22, Dunedin, FL 34698 as (hisltheir) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I/w , t ersigne y, h y certify that the foregoing Is rue and correct. y~ ~ ~ ~ ~~~;L~~ roperty Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS .~/ ~ ~^ Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, o n this day of / k Y-~1°' Z~- personally appeared (7'gyQ~~ ~ C~ Gfi who having been first duly sworn Deposes and says that he/she fully understands the contents ofs of the affidavit that he/she signed. ~°`a~ ~pOB~% PATRICIA MAVRAKIS # ~ IJY COMIAISSION # DD 797210 * `:/1~~~ EXPIRES: June 12, 2012 ~r O! 6atded Thru Budget Notary Serviees Notary Public Signature 9lFOFFI~\ Notary Seal/Stamp My Commission Expires: ~ ~~j~ ~ 3 Q~,.~ C:1Documents and Settings\derek.fergusonlDesktoplplanning dept forms 07081FIexible Development (FLD) 2008 07-t t.doc Page 7 of 7 • ~ °` Development & Neighborhood Services Department } ~~,~~,t~~ 100 S. Myrtle Avenue, Suite 210 -~ ~ ~ ' ..~~'"` ~~. _. Clearwater, FL 33756 ~~` ~ ',a.~-°~.._ ` :T~~ ~.y~`.;„' Telephone: (727) 562-4567 Fax: (727) 562-4576 www. myciea rwater. tom SIGN PERMIT APPLICATION SGN SIGN PERMIT SUBMITTAL REOUIREMENTS: Site Plan with the following items: (a) Location of the sign in relation to property lines, public rights-of-way, easements, buildings: and other signs on the property including dimensions. (Freestanding signs must be a minimum of five (5) feet from any property line.) (b) Lot frontage on all street rights-of-way. ADDITIONAL SIGN PERMIT REQUIREMENTS: (c) Inventory of all existing signs on the same property and/or building on which the sign is to be located, indicating the number, type, use e.g. property identification, business identification, etc.) location and surface area. (If "none", so indicate); (d) Maximum and minimum height of the sign, as measured from finished grade; (e) Dimensions of the sign's supporting members; (f) For illuminated signs, the type, placement, intensity and hours of illumination. (Not more than five (5) foot-candles of light intensity for commercial signs.) (g) Dimensions and elevations (including the message and color(s)) of the sign; and (h) Construction and electrical specifications, for the purpose of enabling determination that the sign meets all applicable structural and electrical requirements of the Building and National Electric Codes. (Indicate if UL rated.} 'All applications for signs shall include detail drawings showing how the sign is to be constructed and secured. All signs greater than 32 square feet in size shall have structural drawing signed and sealed by licensed Florida engineer or architect. ALSO, please note that wind load requirements should conform to the 1997 edition of the Southern Standard Building Code. ( PROJECT ADDRESS: 900 N. Osceola Avenue, Clearwater FL A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: {Code Section 4-1001) APPLICANT (Business) NAME: Cleartivater Basin Marina, LLC MAILING ADDRESS: P•0° Box 2256, Clearwater 1L 33757-2256 TELEPHONE NUMBER: (727) 441-3474 FAX NUMBER: (727) 441-3477 PROPERTY OWNER(S): Cary Boesch (MUST INCLUDE ALL OWNERS) TELEPHONE NUMBER(S): (727) 441-3474 AGENT NAME (Contact Person): Nlichael J ° Gaylor, P . E. -Gaylor );ngineering (Please check if AGENT is Contractor O) STATE LICENSE NUMBER OF CONTRACTOR: P ° E• Li_~ense j~ 13098 ~ MAILING ADDRESS: 21764 S.R. 54, Lutz, FL 33549 ~ TELEPHONE NUMBER: ~ (813) 949-5599 FAX NUMBER: (813) 949-0818 CELL PHONE NUMBER: (727) 449-3088 E-MAIL ADDRESS:gaylormg@tampabay.rr.com -- B. ALL EXISTING SIGNAGE DEVELOPMENT INFORMATION: (include the number and size of each type of sign; attach photos) I j 0 Attached Sign(s) Sq. ft. Sq. Sq. ft. S ft. q~ i 0 ft. FreestandinglPole Sign(s) Sq. ft. Sq. Sq. Sq. ft. '' ft. ft- Monument Sign(s) Sq. ft. S q- Sq. _ Sq. ft. - ®ver - C. PROPOSED DEVELOPMENT INFORPviATiOi~: (Code Section 4-1001) ^ SPECIAL PLANNING AREA (if applicable): STREET ADDRESS: 900 Ive Osceola ALenue LEGAL DESCRIPT[ON: See Attachment PARCEL NUMBER: 09-29-15-32.175-002-0020 PARCEL SIZE: 5' 1 _ _ . LOT FRONTAGE (along streE..,y,., ,,..,,.,., . ,,. {acres, square feet) ^ Comer Loi LOT FRONTAGE (along second street right-of-way): ______ _ft. BUILDING FACADE FACING STREET: jHeight) ft. X (tNidth) ft. _. _ _ Square Feet P~~~O~~~ 51~6~~fAG~ i~~~~Rl~i`iA~°l®4~: ~i~t~iud~ the ~aa~~b~~ a~ad ~i~~ ®~ ~~c~a ~ijp~ ®~ si~ra ~E~c~lric~l ~e~rf~i~ e ec~a.ai~~d _ _._ _ _ . ~ ~ _ 1 Attached Sign(s) + 20 Sq. ft. ~ Sq. Sq. ft. '; Sq. ft. ~ ~ ft. j ~ 0 FreestandinglPole Sign(s) Sq. ft. ! Sq Sq. ft. i Sq. ft. ~ i I ft. ..~ - _O~__ A~onurnent Sign(s) i Sq ft. j _ _ Sq. I _A_ Sq. ft I `_ Sq. ft. ft. r i i f_-_-_- __ _ .._.--_~- -_- ___~ _ _ -..__. .__. __.______- .._ __ ___ ___ . -.._ .__. __ __ ._...__ _... _I ^ Corner Lot: (bldg. facade facing second stree ] (Height) _ ft. X (Width) ft. _ ____ Square Feet TOTAL VALUE OF ALL NEW SIGNAGE: $ Z , S OO Slat°rn2nt i3'f Authoriza$i®n -Any application form which is signed by an individual other than fhe property ovuner shall be accompanied by a notarized statement of authorization consenting to the sign placement or, if the property or building upon which the sign is to be located is leased: a copy of the executed lease shall accompany the application form. In the event the building or property is leased, the application form must be signed by the lessor or accompanied by a notarized statement of authorization signed by the lessor consenting to the sign placement. (Not required for portable signs~face changes or signs approved by variances.) C~~~i~I~~~B~~ I certify that all information submitted on this application and attachments thereto are true and correct to the best of my knowledge and belief. I understand that any inaccurate information may result in revocation of the sign permit and removal of any sign erected pursuant to such permit. I will be responsible for the installation of the subject sign in accordance vvith the sign regulations of the City of Clearwater. I acknowledge that all nonconforming sign< are subject to the amortization provisions contained in Section ~t4.55 of the City of Cleaivdater Code of Ordinances and must be brought into compliance before October 13, 1992. Furthermore, I understand Yhat any investment made in or to a nonconforming sign during the amortization period, including but not limited to messa chap ~ , s . I dot cotfstitute grounds for noncompliance or compliance later than October 13, 1992. ~-'~~ ~ ~~ Michael Jo Gavlora P~E~ ~/~''%; r`~~-~'J%~. Print Name of Property Owner (or authorized representative) Signature of ~roperty Owner (or authorized representative) FOR OFFIGE LOSE ONLY EELOW} Atlas Page j Zoning District _._ i ® Compreherusive Sigrt Prograrn Appravai Signage Permitted by Gcde ~ -- ---- ^ Comprehensive Sign Program Required__u ©$300 ~',ppfiucation Fee Date: R ceipt # Freestanding Square Feet ~ Freestanding ~ Square Feet Monument ~ Square Feet ~ Monument ;Square Feet - i -- ----- - - - - ---- - ; Attached (wall Signage} ~ Square Feet ;Attached (wall Signage) I Square Feet Zoning Approval Date Zoning Approval CSP Approval Date I ! ! i ys~~~~r~ CITY OF CLEARWATER ~~ ai~ _~ AFFIDAVIT TO AUTHORIZE AGENT f , _ ° PLANNING llEPARTMENT ~99~ATEp~~ct MUNICIPAL SERVICES BUILDING, 100 S01JTH MYRTLE AVENUE, 2id PLOOR PI-LONE (727) 562-4567 ('AX (727) 562-4565 Gary Boesch me of all property owners) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property: Clearwater Basin Marina, LLC 900 N. Osceola Avenue Clear.~~7ater, FL (Address or General Location) 2. That this property constitutes the property for which a request for a: Sign requesi) 3. That the undersigned (has/have) appointed and (does/do) appoint Gaylor Engineering, Michael J. Gaylor, P.E. /t13098 as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5, That (I/we}, the undersigned authority, hereby certif,~-°t~t the fore~,goingi8~rue.,a~id correct. ,-~ ~~ ~~ , Property Owner COUNTY OF PINELLAS STATE OF FLORIDA, Before me the undersigned, an offcer duly commissioned by the laws of the State of Florida, on this ~ day of ut,s , 2os personally appeared G-~R~ C ~ ®tSt~t who having been first duly sworn deposes and says that he/she fully understands the contents of the affidavit that he/sh signed. /p/ ~o ~.,..,<~~ PATAICIIiIrIIAVFiA!(IS ~*~"'°" ~~ ~ * MYCOhIMISSION€DD7~7210 Notary Public My Commission Expires: ,. EXPIRES: June t2, 20t2 (/ ' 13 • ~ ~ 1 ~' '?or F~p~°~ 8ofldad ThN BUdyef NGlaty 5s11tit?5 S:1P{arming DepartmenllAppfication FormslD_welopmenf Revieiv1200E FormslComprehensive Sign Program Application 2008 dra~naLdoc Page 6 of 6 -Comprehensive Sign Program Application -City of Clearwater ~L~~~~~~~~~ ~~~i~ ~~~~~, ~ ~~o A PART OF A PARCEL OF LAND BEING IN ~J-IE STATE OF FLORIDA, COUNTY, OF PINELLAS, CITY OF CLEAR1~lATER; SECTION 9, TODUNSHIP 29 SOU I H, RANGE 15 EAST, KNOWN TO BE CLEARWATER BAY MARINA. COMMENCE A I THE NORTHEAST CORNER OF LOT 2, BLOCK 2, J.A.GORRA'S SUBDIVISION, ACCORDING TO THE PLAT I HEREOF RECORDED iN PLAT BOOK 1, PAGE 44, OF THE. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POIN I ALSO BEING THE POINT OF BEGINNING. THENCE 5.89 deg. 05'15" E. A DISTANCE OF 0.13 FEET TO THE WESTERLY CURB AND GUTTER ON OSCEOLA AVENUE, THENCE N. 14 deg. 37'54" E ALONG SAID CURB A DISTANCE OF 64.94 FEET, THENCE N. 89 deg. 10'02" oJU. A DISTANCE DF 9.62 FEET TO THE N.E. CORNER OF LOT I, BLOCK 2, J.A. GORRA'S SUBDIVISION AS RECORDED IN PLAT BOOK I, PAGE 44, PUBLIC RECORDS Of PINELLAS COUNTY, FLORIDA; THENCE N. 89 deg. 11'44" 1IU. ALONG THE PJORTH BOUNDARY LINE OF SAID BLOCK 2, OF SAID J.A. GORRA'S SUBDIVISION, A DISTANCE OF 151.37 FEET; TI-tENCE N. 88 deg. 53'14" W., A DISTANCE OF 119.57 FEET, THENCE N. 89 deg. 20'34" lfU. ALONG A CONCRETE SEA1lVALL A DISTANCE OF 658.64 FEET TO T}-IE BULKHEAD LINE, FOR -"HE INTERCOASTAL WATERWAY, THENCE S. i 0 deg. 51.'33" ~N., ALONG SAID BULKHEAD LINE, A DISTANCE OF 72.13 FEET; THENCE ALONG I HE E AGE OF A BOAT BASIN THE FOLLOWING 2 COURSES RUN S. 79 deg. 35'38" E., A DISTANCE OF 25.51 FEET , THENCE N. 10 deg. 55'31" E., A DISTANCE OF 49.72 FEET TO A POINT ON A LINE DESCRIBED IN THE OFFICIAL RECORD BOOK 572, PAGE 607, SIGNED BY THE TRUSTEES OF TI-IE I~'~JTERRJAL IMPROVEMEI\JT FUND OF THE STATE OF FLORIDA; THENCE ALONG THOSE LINES AS DESCRIBED THE FOLLOW/NG 5 COURSES RUIN S. 89 deg. 26'34" E. A DISTANCE OF 46.20 FEET THENCE S. 00 deg. 33'26" W.; A DISTANCE OF 45.00 FEET TI-IENCE S. 89 deg. 26'34" E., A DISTANCE OF 216.00 FEET THENCE N. 00 deg. 33'26" E., A DISTANCE OF 20.00 FEET THENCE S 89 deg. 26'34" E., A DISTANCE OF 135.07 FEET TO I HE EDGE OF A CONCRETE SEAWALL THENCE S. Ofl deg. 34'24" E., A DISTANCE OF 95.70 FEET TO A POINT ON A LINE DESCRIBED IN DEED NO. 19440, SIGNED BY THE TRUSTEES OF THE !N I ERNAL IMPROVEMEN I FUND OF THE STATE OF FL~DRIDA; THENCE ALONG THOSE LINES DESCRIBED THE FOLLOWING 3 COURSES RUN N. 88 deg. 55'00" V~J., A DISTANCE OF 38.06 FEET THEhJCE S 01 deg. 05'00" W., A DISTANCE OF 185.00 FEET THENCE S. 88 deg. 55'CO" E. A DISTANCE OF 16.86 FEET TO THE EDGE OF A CONCRETE SEAWALL THENCE ALONG SAID SEAWALL EDGE S. 26 deg. 42'03" VV., A DISTANCE OF 32.30 FEET TO A POINT ON THE NORTH LINE OF A PARCEL DESCRIBED iN O.R.. BOOK 101, PAGE 274; DEED OF CONVEYANCE BY I HE CITY OF CLEARWATER, THENCE CONTINUE S. 26 deg. 42'03" W., A DISTANCE OF 88.57 FEET; THENCE S. 62 deg. 35'42" E., A DISTANCE OF 9.02 FEET; THENCE N. 72 deg. 58'53" E., A DISTANCE OF 176.33 FEET; THENCE S. 77 deg. 22'56" E. A DISTANCE OF 74.93 FEET; THENCE S. 89 deg. 28'00" E., DISTANCE OF 136.63 FEET; I HENCE S. 15 deg. 58'45" W., A DISTANCE OF 29.86 FEET; THENCE S. 77 deg. 21'01" E., A DISTANCE OF 29.97 FEET; THENCE N. 15 deg. 58'45" E., A DISTANCE OF 58.92 FEET; THENCE 5.77 deg. 10'47" E., A DISTANCE OF 99.93 FEET; THENCE N. 04 deg. 42'59" E., A DISTANCE OF 155.17 FEET; THENCE N. 14 deg. 24'44" E., A DISTANCE OF 162.60 FEET; THENCE N. 16 deg. 21'04" E., A DISTANCE OF 29.98 FEET; TO THE POINT OF BEGINN:~NG. "Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ^ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ^ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 04/24/2007) PLEASE TYPE OR PRINT APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Clearwater Basin Marina, LLC MAILING ADDRESS: PO BOX 2256, Clearwater, FL 33757-2256 PHONE NUMBER: 727-441-3474 _ __ FAX NUMBER: CELL NUMBER: EMAIL: PROPERTY OWNER(S): SAME List ALL owners on the deed _gary@fs_hermansparadise_com _ _ ___ AGENT NAME: WOOdS COnSUlting MAILING ADDRESS: ~ 714 CR 1, Suite 22, Dunedin, Florida 34698 PHONE NUMBER: 727-786-5747 FAX NUMBER: 727-786-7479 CELL NUMBER: _ EMAIL: terrlSkaplk C(71 WOOdSCOnSUItI 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The landscape has been enhanced above local development code maximizing landscape treatment and enhancing the marina theme. The landscape includes salt tolerant species and other tropical plantings conducive to the seaside ambiance. Tree groupings/spacing has been proposed at 25' o.c in lieu of 30' o.c. Specimen shrubs have been utilized to increase multi-level plantings throughout the project, exceeding basic code requirements of shrubs and groundcover. Larger sized trees have been proposed along Osceola Avenue C:IDocuments and Settingslderek.fergusonlDesktoplplanningforms 07071Comprehensive Landscape Program 04-24-07.doc Page 1 of 2 2. COMFJiUNITY CHARACTER: The I~ndscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater, The landscape was e~-Ihanced to meet requirements without the disruption of marina function, drainage and utilities, including enhancement along Osceola Avenue. The planting species are consistent and designed with greater density with the neighboring marina. Plants are salt tolerant as required by site constraints. 3. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The landscape treatment will provide beneficial impact and 'value by provicing aesthetically pleasing views while reducing the effects of heat 's,slands within parking areas. In addition, salt tolerant species have been proposed to ensure the longevity and value of the property. 4. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Osceola Avenue has been enhanced with fencing and landscape trees, shrubs and groundcover per request of the C THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SPTISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS /ELEVATIONS, RENDERINGS AND PERSPECTIVES M 4Y BE NECESSARY TO SUPPLEMENT THE INFORMA- ION PROVIDED ON THIS WORKSHEET. SIGi~A'EURE:: I, the undersigned, acknowledge that all representations made in this rpplication are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph t,e property described in this application. Signa':ure of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this 'd. -! day of ~~=dLv , A.D. 20 t.~ ~-,' to me and/or by who is personally known has produced ~''.~.:=,•l:7,~o d'~..~? .`,c f =5 ' , 'G,r.v<t s as identifica io :-~ ~`~ Notary pubti~- My commission expires: -`~'TA.R1' PLBLIC-STATE OF FLORIDA ".,,- Joseph lr~. Br Cammissiou #DD882d211 `•~`~= Expires, APR. ?0 2013 BONDED TFI1tU ATLANTIC BONDIIrG Co., INC. C:1Documents and Settingslderek.fergusonlDesktoplplanningform.s_07071Comprehensive Landscape Program 04-24-07.doc Page 2 of 2 I#: 2009169792 BK: 16626 PG: 1959, 06/29/2009 at 03:2A PM, RECORDING 3 KEN BU}2t~, CLERK Ok' COUR'T PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDUI7 s ,,r~~"'- .. :',; ,S C~~`~~~.1ITICOUNTY COURT ..; PII~~~LCAS COUNTY, FLORIDA ••~:`•~~~~-= ~ CIVIL DIVISION ~~1 UCN ;'^~2~007CA013200XXCICI REF: 07-13200-CI 01 No Recording Fee '•,, d1 DocStarnps $ "•. Plaintiff(s), vs. ,";ti. '~ M S.I.D. CLEARWi4'G~t~iVlARlNA, ET AL ,~.:.~ ~. ;~i Defendant(s) m ,s ax a. s t x ;y ~ ~ ,.'i • ~ K Perk ~ \ M ~~.wn?, ~~•I 7~ .~'~ . i ~ •~ ^. •'~ ~.•`'~ CERTIFfCATE OF TITLE °, ~~.J: •fhe undersigned Clerk of the Circuit Court certifies that he exearted and filed a Certificate of Sale in this.action on JUNE 15, 20j}9, for the property described herein and that no objections to the sale have been filed within the time for• filing objections. The following property in Pinellas County,l=[orida: SEE ATTACHED LEGAL DESCRIPTION EXHI817' A was sold to: CLEARWATER BASIN MARINA, LLC. whose address is CIO JOHNSON POPE BOlCOR LLP PO BOX 1368.CLEARWATER FLORIDA 33757-1368 WITNESS my hand and the seal of this Court on JUNE 26, 2009. KEN SURKE Clerk of the Circuit Court ' ~,~, ~JL.r+~, '1., OL"~ ~9iIN3j.'1Hd ~~3~ Y o • ~ r 7 ' By: ~'$ .-~I~~ ~ ...., ~ - Deputy Clerk . ~, 5L~~0 ' " • ~~ . ~' I~I~~fl04~~TOd~Ltl~~ - # t~jf~ _ 4 °~ -~-~:~sz ': ' t3 ~31t~~?1d31~ I~OOZ~T4Lf3-6TH 9~ _; . ;,~ .~.: s :„~ , , µ . ~ y 9dH 65~9~~hT 500-~T-90 4Z~ST1~ '. r: •. ~ -;~'~ ~. PINELZAS CGiJNT'Y FL OFF. iiEC. I3K 16626 PG 1960 ' ~ ~ ~, PINE3,LAS Ct~N7.'Y FL OFF. FEt:' '3EC 1'6488 PC 2278 .. ,. ~, r• `-e ..~.~ • i... ~~s r` , ; ~.T,,y .. 5. '^~;k. i .', ~~ B. Q~ARWAT]ER MARINA, LLt~~. ,,~~®~~r~ ncEn~~o~,~ta~~sc~rprr®N A PAkT OF A 1', CTTX OF CLEAT CLEARWATER :ING IN THE STATE OF FLAR~A, COUNTY OF PI1VI: LLAS, 9, TOWNSEIIP 29 SOUTH, RAPIGE 15 EAST, KNOWN'TO BE COIvI1VlENCE;°e"T~3~T,t~tTHEAST CORNER OF LOT 2, BLOCK 2, J.A GORRA'S SUBDIVISIt]I,+r;`CC~$~9IIVG TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 44, OI~ THB'I~,'~,f~' COR1~S OF PINELILAS COUNTY, PLORfDA, SAID POINT ALSt ) $EINt3 TIdE`PO ~ ~ •tBEGINNING. THENCE S. 89 deg. OS' 15" E. A DISTANCE OF 0.13 FEEET TO ,~. S3'ERLY CURB AND GUTTER ON OSCEOLA AVIEI~TUE, THENCE N. I4 dt$. 3'1•;54"1~'NG SAIL] CURB A DISTANCE OF 64.94 FEET, THENCE N. 89 deg. 10'02°' W. A•DIS,1+f~E OF 9.62 FEET TO THE N.E. CORNER OF LOT 1, BLOCK 2,1.A. GORRA'S SU$`I3Tq~S~I~I'•~l,S RECORDED IN PLAT BOOK 1, PAGE 44, PUBLIC RECORDS OF P1N~IyL;~eS C{aUNT'T', FLO]2IDA; THENC£ N. $9 deg. 11'44" W. ALONG THE NORTH ~~~hstkt'Y LINE OF SAID BLOCK 2, OF SAID 3.A. GORRA'S SUBDMS%ON, A DISTANCE .' OF,.1~i33~EET; THENCE N. 88 deg. 53'14" W., A DISTANCE OF I 19.57 FEET, THENCE N. 89 t;~{`';,~Y~y34" W. ALONG A CONCRETE SEAWALL A DISTANCE OF 658.64 FEET, TO TFIE ~•, `B~LH~AD LINE, FOR T$~E IRTTERCOASTAL WATERWAY, THENCE S. 10 deg. SI'33" W., "~C`i SA)D BULKHEAD LINE, A DISTANCE OF 72.13 FEET; THENCE ALONG THE EDGE .;: 'Qi~ t±,130AT BASIN THE FOLLOWING 2 COURSES RUN S. 79 deg. 35'38" E., A DISTA2`TCE '(}F~5.51 FEET, THENCE N'. I0 deg. SS'31" E., A DISTANCE OF 49.72 FEES' TO A POINT' ON A LME DESCRIBED IN Tim OFFICIAL RECORD BOOK 572, PAGE 607, SIGNED BY TF~ T1tUS'CEES OF THE IIVTERNAL IItdPROVEMENT FUND OF TT1Ii STATE OF FLORIDA; THENi:E ALONG TI-IOSE LINES AS DESCRIBED THE FOLLOWING S COURSES RUN S. 89 deg, 2M'34" E., A DISTANCE OF 46.20 FEET T7E30:NCE S. 00 deg. 33'2b" W., A DISTANCE OF 45.001•IEEf THENCE S. 89 dcg. 26'34" E., A DISTANCE OF 216.00 FEET THENCE N. 00 deg. 33'26" E., A DISTANCE OF 20.00 FEET' THENCE S. 89 dcg. 26'34" B., A DISTANCE OF 135.07 FEET `CO THE EDGE OF A CONCRETE SEAWALL THENCE S. 00 deg. 34'24" E., A DISTANCE OF 95.70 FEET TO A POINT ON A $.INE DESCR>BEll IN DEED NO. 19440, SIGNED BY THE TRUSTEES OF THE INTERI+IAL IMIPROVEMENT FUND OF TI-IE STATE OF FLORIDA; THENCE ALONG THOSE LINES DESCRIBED THE FOLLOWING 3 COURSES RUN F+f. 88 deg. 55'00" W., A DISTANCE OF 38.06 FEET THENCk's S. Ol deg. 05'00" W., A DISTANCE OF I85.t?0 FEET THENCE S. 88 deg. 55'00" E., A D1S"~fANCE OF 16.88 FEET'TO THE EDGE OF A CONCRETE SEAWALL THENCE ALONG SAID SEAWALL EDGE S. 26 deg. 42'03" W., A D15TANCE OIF 32.30 FEET TO A POINT mN THE NORTH LIIdE OF A PARfiEL DESCftTBED IN O.R. BOOK.101, PAGE 274; DEED OF CONVEYANCE BY THE CITY O>' CLEARWATER, THENCE CONTINUE S. Z6 dcg. 42'03" W., A DISTANCE OF 88.57 FEET; THEN( S. b2 deg. 35'42" E., A DISTANCE OF 9.02 FEET; THENCE N. 72 deg. 58'53" E., A DISTAi~ICE OF 176.33 FE)~ E; THENCE S. 77 deg. 22'56" E., A DISTANCE OF 74.93 FEET; THENI~ S. 89 dog. 28'00" ly., A DISTANCE OF l36.b3 FEET; TH)rNCE S. 15 dcg. 58'45" jW., A DISTANCE OF• 29.8fr FEET; THENCE S. 77 deg. 21'01" E., A DISTANCE OF 29.97 FEET; THENt~ N. IS deg. 58'4S' 13., A DISTANCE OF 58 Q2 FEET; THENCE S. 77 deg. 10'4T' E , A DISTANCE OF 99.93 FEET; THENCE N. 04 deg. 4~2°59'° E.,,A DISTANCE OF 155.17 FEET, THENtti N. i4 deg. 24'44" E., A DISTANCE OF 162.60 FEET; THENCE N. 16 dog. 2 ]' 04" $., A DISTANCE OF 2998 FEET; TO T'fiE POINT OF BEGINNING. (hc:°reafter, the "Premises") TOGETTIER WITH: EXHIZ$IT "A" PINELLAS C~JU?dTY FL OFF. REC. ]3K 16626 PG 196J. PI]!TEI•T.Afi COUNT7C FZ OFF. REC 8K ,~~5b88 PG 2279 " ~' 2 rti, lt~ f 4 ~~ e `,~J ~ ~. ( ,~ ~~; :• L. ~/ I '• ~ !~,- l.y;,'y (i) all Ieaselaold e~;,ated all right, title and interest of Mortgagor in and to atl leases or subl~ses covering the l'r.~~'d~ at4y portion thereof new or hereafter existing or eatterec: into, and al] right, tstle and int~res#sll,~o~ghgor thereon.der, including, without limitafiaa, all cash cr security deposits, advance reritallti ~td`deposirs or•payments of similar nature; ~~ L •' (iii a~l•rap,~t;=~itle~arid interest of Mortgagor in and to all options is pur6hase or Iease the 1?re¢ises or and pdrtaat~ ~~{eof ar interest themin, and any greater estate in the premises owned or hetrafter acouired=~Y .. ~it;.eas'~arsnents, stIti£ts, ways, alleys, nights-of-waY and rights used an a>nnection ~;;rfl~cans of access thereto, and all tenements, hereditaments and appuRenances ~to;,and all •water rights; egy and aII buildin structures and improvements now or hereafter erected thereon, of Iirnited to the ~, attsehments, appliances, ec~ripmcnt, machinery, and other to said buiDdings, structtrres and imptvvemeats (sametrmes her+enta¢tar referred to as _._, ._ ``•`^~ "~':{'-~ all fixttu~, appliances, machinery, equipment, fiu'aiture, furnishings, and a-ticles of `inaL~propcrty now or he~eaRer a.~ted to, placed upon or used in connection with the operation of `tbct.~mises, ell gas, stenno, electric, water and other heating, eoolarrg, refrigerating, lighting, ~1~~nnking; ventilating, irrigatdng and power systems, machitxs, appliances, fixtures, and appurtenances ~•wltiolF are now oz may hereafter pertain or be used with, is or on the Premises even though they may be ~fletaehed or detachable and aU bteilding improvement and construction nnaterials, supF+lies and equipmtnt hescaftet delivered to the Pretrtiscs contcffiplating installation or use in say construction to be pefformed thereon and aLi rights and interests of Mortgagor is budding permits and atulutectural plans and specificariotns relating to contemplated construction or Improvements on the Premises and atl rights and interests of Mortgagor in present or future am loan commitments pertainirg to any of the ]?tzmises or lnaprovements thereon, except for the peasonal property of nay tenants oceuf ymg the Preemi5es (sometimes ltereinafter referred to as the "Pe;csonat Prope,rty~'); (vi) all swards and proceeds of condcaiuation for the, Preffiises or any part th:reof to which Mortgagor is entitled for nay taking of all or nay part of the Premises by condemnation or exercise of the right of eminen# domain. Al! surh awards and co;ade,ffination proceeds are hereby assignfxl to Mortgagee and Mortgagee is hereby authorized, subject to the provisions contained in this deere~m an Ply swch awards and condemnation proceeds or any part thereof; ai3er deducting expenses incurred by Mortgagee tae a collecffon or handling tlxrcol; tovrsrd the Payment, is or an. part, s~f the Note, notwithstanding the fact that the amount owing thereon may not than be due and payable; . (vit) sir rents, issues and Profits of the kremises and a!1 the estate, right, title ,and interest of every nature whatsoever of the Mortgagor in and to the same; (viii) all accounts (;:ncluding contract rights) and general iatangtbles pertaining to or arising from or in connection with all or any part o the Mortgaged Pcopeity, as hereinafter cefned, ineludiutg -without limitation all pat:ceeds and chores in action arising under any insurance policies anaintained with aspect to all or any part of the Mortgaged Property; and, (ix) all gzoreeds,. prsadcacts, replacements, additions, substitutions, renewer and accessi~~ns of any of the fore€~oing gtorns- 02537-Q6~ S?S3$D Y! 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P. /Y7i// e r ' ,~ 1?S:T ;j C, J~ ~~--~___.,,. -~'~!r,, `J r~(" ,1 ENVIRONMENTAL RESOURCE PERMIT APPLICATION ~ e~ ~ ~ ~ ~ - SOUTHWEST FLORIDA WATER q~. '~~ ('~~' 'r' ~ ''``~~ G MANAGEMENT DISTRICT F r'~ t r,~~`t `:r.n,rc: 2379 BROAD STREET ~ BROOKSVILLE, FL 346'?4.6899 (35Z) 796.7211 OP. FLORIDA WATS 1 (SI)D) 423-1476 FOR AGENCY USE ONLY ACOE Application Jl _ DEP! WMD Application >K - Date Received _„-___,_,_ -___~^-~ _.__,_ Date Received Proposed Project Latitude ~~ Fee Received S _ Proposed Project Longitude o`_ _~_ Fee Receipt q SECTICDN A PART 1: Are any of the activities described in 4his application proposed to occur in, on, or overwetlancis or other surface waters? ^ yes ono Is this appl(catlon being filed by or on behalf of an entlty eligible fora (no reduction? ^ yes G7no PART a: A. Type of Environmental Resource Perrrrit Requested (check at least one) ^ Noticed General -include information requested in Section B. ^ Standard General (single family dwelling)-Include information requested in Sections C and D. ^ Standard General (all other projects) -include information requested in Sections C and E. D' Standard General (minor systems) -include information requested in Sections C and H. ^ Standard General (borrow pits) -include information requested in Sections C and I. ^ Individual (single Iamily dwelling) -inGude information requested in Sections C and D. L.1 Individual (all other projects) -include information requested in Sections C and E. Cl Individual (borrow pits) -include information requested in Sections C and 1. l:J Conceptual - inclt:de information requested ir. Sectons C and E. f..-1 Mitigation Bank (construction) -inGude information requested in Section C and F. (If the proposed mitigation bank Involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the inforrnatlon requested by the applicable section.) f_7 Mitigation Bank (conceptual) -include Information requested in Section C and F. B. Type of activity forwhich you are applying (check a4 least one) I:J Construction or operation of a new system, including dredging or filling in, on or over wetlands end other surface waters. (If reapplying for : n expired, denied or withdrawn permiU application, please provide previous permit ~_~ ) I'.I Alteration or operation of an existing system which was not previously permitted by SWFVVMD or DEP. ^ Modification of a system previously permitted by SVVFWMD or DEP. Provide previous permit # and check applicable modification type, L7 Alteration of a system ^ Extension of permit duration C Abandonment of a system ^ Construction of additional phases of a system ^ Removal of a system C. Are you requesting authodzation to use State Owned Submerged Lands. ^ yes lino If yes, include the Information requested in Section G. 0. For activities in, rnr or over wetlands or other surface waters, check type of federal dredge and fill permit requested: I 1 Individual L I Programmatic General C] General ^ Natiornvide CYh'ot Applicable Are you ctaiming to qualify for an exemption? ^ yes GXno If yes, provide rule number if known FORM 547.27/ERP (4'09) Section A -Page 1 of 5 RG+LE 40D-4.101(1)(b), F.A.C. PART 3: A OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME Clearwater Basin Marina, LLC Same as Owner COMPANY AND TITLE COMPANY AND TITLE Clearwater Basin Marina, LLC ADDRESS ADDRESS P.O. Box 2256 CRY, STATE, ZIP CITY, STATE, ZIP Clearwater, FL 33757-2256 TELEPHONE (727)441-3474 TELEPHONE ( ) FAX (727)441-3477 FAX ( ) C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT D. CONSULTRNT (IF DIFFERENT FROM AGENT) IS USED) NAME NAME Michael J. Gaylor, P.E. COMPANY AND TITLE COMPANY AND TITLE Gaylor Engineering, Cwner ADDRESS ADDRESS 21764 State Road 54 CITY, STATE, ZIP CITY, STATE, ZIP Lutz, FL 33549 TELEPHONE (813) 949-5599 TELEPHONE ( ) FAX f 813) 949-0818 FAX ( ) PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: Clearwater Rasin Haring, I I C __ B. Is this application (or part of a multi-phase project? Dyes m no C. Total applicanDOwned area contiguous to the project:5.1 acres D. To[al project area-for which a permit is sought:0 R6 acres E. Total impervious area for which a permit is sough[: 0.99 acres F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface watersQ_acres or(Z_square feet p hectares or0 square meters) G. Total number of new hoat slips proposed: 0 FORM 547.27/CRP (4/09) Section A -Page 2 of 5 RULE 40D-4.101(1)(b), F.A.C. PART 5: PROJECT LOCATIOPJ (use additional sheets, if needed) County(ies) Pinellas _ Section(s) pg Township as R Range ~S F Section(s) __ _ Township __ ~ Range Land Grant name, if applicable N/A Tax Parcel Identification Number Og_9q_15-37175-0n9-nn2r~ ~- V Street address, '.road, or other location ~0 N. Osceola Avenue _ City, Zip Code, if applicable Oleannrater FL ~~ PART 6: IDENIi ITY OF APPLICANTS Is the permit applicant one of the follo~:wing (please check if applicable): Florida corporation / Florida limited liability company Florida limited partnership Florida general partnership Foreign corporation/partnershi!p Trust If so, please include with application documentation of status of applicant to legally operate in the State of Florida (e.g., copy of last corporate annual report submitted to the Flcirida Department of State. PART 7: DESCRIBE IN GENERAL TERAAS THE PROPOSED PROJECT, SYSTEIlA OR ACTT"lITY. CONSTRUCTIOPI OF 50. SPACE PARKING LOT WITH 400 SF ELEVATED DOCK MASTERS OFFICE TO SERVICE EXISTING 87 BOAT SLIPS MF~RINA. CONSTRUCT FIRE PROTECTION WATER LINES TO EXISTING BOAT SLIPS ALONG WITH ELECTRIC, CABLE, PWONE AND POTABLE WATER SERVICE TO EXISTING SLIPS. CONSTRUCT STORMWATER TREATMENT SYSTEM AND REBUILD EXISTING EMERGENCY VE:HICAL RAMPS. THERE WILL EtE NO DREDGING OR DOCK WORK ON THIS PROJECT. FORM 547.27/ERP (4/09) Section A -Page 3 of 5 RULE 40D-4.101(1)(b), F.A.C. PART 8: A. Ifthere have been any pre-application meetings forthe proposed project, with regulatory stafF, please list the date(s), location(s), and names of key staff and projec; representatives. Date(s) Locations} Names N!A B. If this ;project has been previously reviewed through the FDOT Efficient Transportation Decisicn Making (ETDM) process, provide the ETDM project review numbers} assigned by FDOT: N/A C. Please identify by number any MSSWIWRM (dredge & fill)/ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. NIA Agency date Number/ Type Action Taken D. Note: The following information is required for oroiects nroaosed to occur in on or-over wetlands that need a federal dyed a and fill ermit and/or authonzation to use s ate owned submerged lands. Pease provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawinc identifying each owner and adjoining property lines. (Use additional sheets if ~ , neede ). ~, N/A 2 3. 4. 5- 6. FORM 547.27lERP (4/09) Section A -Page 4 of 5 RULE 40D-4.7G1(1)(b), F_A.C. PART 9: A. By signing this application form, 1 am applying, or I am applying on behalf of the owner or applicant, for the hermit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. I understz~nd this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner ar applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLL04NING IS COIIIIPLETE®: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit andlor proprietary authorization indicated above; and to fumish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, nr my corporation, to perform any requirement which may be necessary to procure [he permit or authorization indicated above. _ Title, if applicable Date D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and specifications. rther agree that I or my engineering firm will fumish the applicant/ permitteP with a set of uideline schedules for maintenance and operation of th ~ surface water rrc~nagemertt~ysterr) '-"- % i/ 6Y~ ~ ,~~ \.~ Mirha -I ~a~~lor P.E 'L909R Signatu~ of En mee~11t cord Name (please type) FL P.E. No. © AFFIX SE,4L • Gwlor Engineerina Company Name Date: 8/19/26U9 21764 State Road 54 Company Address Phone: ! 8131 949-5599 Lutz. FL 33549 City, State, Zip FORM 547.27/ERP (4/09) Sedion A -Page 5 of 5 RULE 40D-4.101(1)(b), F.A.C. C: PERSCiN AUTHORIZING ACCESS TO TF-0E PROff'IERTY Iy1UST COItfIPLETE THE FOLLGIdYING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notiflcatlon, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and [he U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and Inspection. Further, I agree to provide entry to [he project site for such agents or personnel to monitor authorized work if a permit is started. vat;ST f;~ ENVIRONMENTAL RESOURC' ` ~~`.:._ ~~ ~ ,-.....-~.4 ~r, PERMIT APPLICATION ^ ,.i \ , J LI '1 ~ SOt1THWE5T FLORIDA >': ~~'j: ~~ f WATERMANAGEMFNTDISTRICT ~f''i. " ~ ~-- ~;~ `\ 2379 BROAD STREET ~ BROONSVILLE, FL 34649-6899 (352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION C ENVIRON61flENTALRESOURcE PERVir91T NOTICE OF RECEIPT OF d1PPLICATION This information is required in addition tc that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INIFORMATION ON 8 1/2" BY 11" PAPER. Project Name: Cle~[water Basin Marina. LLC. County: Pinellas Owner: SxaC/ Boesch Applicant: Clearwater Basin Marina.l_LC. Applicant Address: P (2 Box 2256 faeann+atPr FL 33757-225fi 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliar with the site to find it. 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise he impacted by the proposed activity, and specify if they are ire an Outstanding Florida Water or A~auatic Preserve: 3. Attach a d:apiction (plan and section views}, which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. 4. Briefly describe the proposed project (such as "construct a deck with boat shelter', "replace two existing culverts", "construct surface water management system to serve 150 acre residential developmeit"): Construct surface water system to serve 50 space parking lot for existing marina. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: None 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: N/A FOR AGENCY USE ONLY Application Name: Application Number: T Office where the appifcation can be Inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and ~1as not been verified by the Southwest Florida Water Management District. It may be subject to change prior to final agency action. FORM 5a7.27/ERP (4/09) Section C -Page 1 of 1 RILE 40D-4.10 i(1)(b) F.A.C. ENbIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FlOR1DA WATER MAPIAGEMEfJT DISTRICT 2379 BROAD STRE[T o BROOKSVILLE, FL 34604-6899 (352) 796-7211 OR FLORIDA WATS 1 (8001423-1476 SECTI®N M fNFORiWAT10N FOR (3ENERAiL ENl~IRONAIIENTA~ RE504JRCE PERfilltiTS 1=0R MINOR SURFi~CE 91U~TER S~(STE~flS To obtain a General Fermit for a Minor Surface Water Management System, the project must meet all of the requirements of Section A, Part 1 GR one of the requirements of Section A, Part 2 and both of the requirements of ~~ection A, Part 3. Indicate which thresholds apply to your project and submit the information requested in Section B. A. Project Thresholds Part 1. ~ The total lend area does not equal or exceed 10 acres; ~ The area of impervious surface will not equal or exceed two acres; ~ Any activities to be conductet~ in, on or over wetlands or other surface waters will consist of less than 100 square feet of dredging or filling; , ~ The activities will not utilize pumps for stormwater manageme~it; ~ The activities will not utilize storm drainage facilities larger than one 24 inch diameter pipe or its hydraulic equivalent; ~ Discharges from the site will meet State water quality standarcds, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review; _~ The proposed building floors will be above the 100-year flood elevations; .~ The surface water management system can be effectively operated and maintained, and; ~ The proposed activities will not cause significant adverse impacts to occur individually or cumulatively. Part 2, _ 40D-4.051(3) -NORMAL AND NECESSARY FARMING AND FOF:ESTRY _ 40D-41).301(2) -MINOR RESIDENTIAL SUBDIVISION Part 3. ~ Discharges from the site wilt meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review described in Rule 40D-4.091(1 }, and ~ The Surface Water Management System can be effectively operated and maintained, FOR 1A 547.27/ERP (4/D9) Section H -Page 1 off 2 RULE 40D-4.101(1)(b), F.A_C. B. Technical and Legal Information 1. Provide a copy of the boundary survey and/or a legal description and acreage of the total land area of contiguous property owned or controlled by the applicant, including the project site. 2. Provide recent aerials, legible for photo interpretation with a stela of 1" = 400' or more detailed, with total land, project area and any on-site wetlands delineated. 3. Provide a detailed topographic map (with contours) of the site and adjacent hydrologicz lly related area. The location and description of bench marks (minimum of one per major water control structure) should be included. 4. Describe the location, size (in acres) and type of any on-site wetlands or other surface evaters. 5. Provide the project site development plan and acreage of the total area of impervious surface. 6. Provide the Surface Water Management System design plans, calc~+lations and reports si?ned and sealed by a Florida Registered Professional Engineer, as required by law. 7. Provide construction drawings signed and sealed by the design engineer showing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pipes, under drains, exfiltration trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sediment contro{ measures t.o be employed. 8. Indicate type of water quality treatment system used: Man-made wet detention C+ff-tine retention (Dry pond) On-ling effluent filtration (side bank or under Off-tine underground exfiltration system drain filters} ~ C)n-line retention (Dry pond) Wet detention utilizing natural wetlands C+ther (explain) 9. If a Water User Permit has been issued for the project, state the permit number- 10. Indicate how any existing wells located within the project site will be utilized or abandoned. 11, Provide a letter or other current evidence of potential acceptance by the operation and maintenance entity, if the entity is to be a public body such as a city or draiinage district. If the entity is a horneowners or other association, final draft documents verifying either the F~resent or imminent existence of such an organization and its ability to accept operatic+n and maintenance responsibility are required. FOFCM 547.27/ERP (4109) Sedion H -Page 2 of 2 MULE 40?-4.101(1)(b), F.A.C. ~,GEN~ 0~' f~ECO~® LEYTEE~ TO ALL REGULATORY AGENCIES: I, GARY BOESChI (PRIPOT) hereby designate arod appoint GAYLOR ENGINEERING, IIPIIGHAEL J~ GAYLOfR, P.E. as my AcUent of Record for ttoe purposes of representing me during the Review Process andlor hearing processes relating to the securing of all required subtir~itta0s ano7 permits witlh regard) ta: CLEARlI~IATER BASIN MARINA, LLC . (Project Namey My Agent of Record is (hereby vested with authority tc~ make alny repre:~entations, agreements, or promises that alre necessary or desirable in conjnrlnctic~n with the review process. ply Agent of Recorrd is also authorized to accept or reject any conditions imposed by any reviewing board or entity, ~f/~ SATE: ~///`y /~wNER'S :i1GBVATURE APPLICAPIT 1®wNER (P131P1'T) P.O. SOX ~~5fi ADDRESS CLEARl1P1ATER FL 3~75'~ CITY, STATE, ZIP GORE !7~?y ~~~-3~~4 TELEPH®NE WUI~BER STATE OF FLOR ; A: COUNTY OF : _ C G a I H~!REBY CERI,~jY,~ tpha~~~p this c ay personally appeared before mF this ~ ~ ~•~~date) by l~ ~~U~1.~7 iL.',t gname of person acknowiedgsr~g), who is ovally i;now-n me or who has produced _ type of 6dentification) as identifi o WITN SS m hand and official seal in the County and State fiast aforesaid this ~ ~ ---=-day of Y 2009. ~.• P~. NOTARN SEAL & COMR(dISSIOM EXPIRATION NOTARY SIGNATURE '! ... _ ~ 'i Stor°mvvater ~Iarlagemerlt Plan ~~°~~pa~e~. f®~: ~~ a~~ sal ~.~ir~~~, LLC® // D~~ ~ ~f~L6~~ ~~~~ Osprey ~;ove Professional Park 21764 State Road 54 Lutz, FL 33549 (~ 13) 949-5599 Fax (~~ 13) 949-0818 ~ E-Mail: aavlorma(a~tamnabav.rr.cor CLEARWA"TER BASIN MARINA. LLC. This project consists of 5.1 acres of ownership of both v~ater area and uplands and lies West of Osceola Road and North of" Seminole Street and the Seminole boat r,~mp. The project area is part of what was a larger ownership in the past and has teen historically ownep~ and operated as Clearwater Bay Marina, a commercial operation. Cover the past several years the site has been cleared and construction was begun Ion a residential type development on the uplands. This construction is a result of the pilings being placed an~~ elevator shaft concrete .being poue-ed. Due to the economy, i the construction has stopped and the site has been cleared of construction debris and now awaits future development. New ownership is applying for Pha:~e 1 of the development to utilize ~ the waterward prope~ty consisting of 87 boat slips. This Stormweter Management Plan provides for proper treatment of the stormwater as a result of the uplands development. Plans are included with this submittal that show .66 acres Uf uplands development for a parking lot and drive isle and the construction fof a dock masters ~~ffice to service the 87 boat slips. Per the City of Clearwater and SWG=WMD requirements, 3~4 inch treatment is to be provided foE- this .66 acres which results in the requirement of 1,797 cubic feet of water storage. Proposed construction consists of StormTc:ch units to create a vaulted storage for this treatment volume and allow for percolation into the underlying soils. A new outfall will be constructed which will provi~~e for the release of excess storms after the 3/ inch treatment. Entry vaults will be utilized that ~nrill provide for the ability to clean the first flush from the parking lot. No interties bvill be constructed between this proposed system and the euisting stormwater pipes that cross the property in several places that are owned by the City of Clearwater and provide for stormwater drainage from surrounding roadviays. The balance of the site on the uplands will remain in its current state but for fine grading and grassing in order to provide for proper maintenance. Two emergency accesses will be completed utilizing crushed concrete. These accesses are for !fire department and life safety equipment. Any runoff from any of thi;~ area will be retained on the uplands si?:e and will percolate into the ground. It '¢s acknowledged that future developmenu of this area will require a separate stormwater manacement treatment arrea ar~d the submittal of a stormwater management plan. 1 SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA O ~a ~' d,r `r d .d xrtr4x.r`4eurrm '`" •/ ./ ,d ~uaw ~~ w ~ ! CMS. ~ ,~ RrM1.^wpjIAN'pb avm ~. 1, ~ r t 4ereuw 4arygt i .d e • , e x NfY36N.^W0./IWYLL] ~"v..s; 1 / r v'~.~(J 141A1 ./ _ _ __. rd :~ ~ rew i "r .. "~ r, `"max rori s " ~ ~$ a __ '__t.,..,_: 3 ~ ~s w. .. •'° ~ . --r , ._`----- _,.,/ .r~',r ./ ~-:..y ='w .•0 Y ~~ . I 5 8/ / b b a O O ` d/ b/ / O ° ~ O O ~/O \ C O~ •~O ~~ O-_•e" d y~1~ 4 tb ru,•irrlrrvm/pymlr;. . / 1 ~:l `~ / a+~ O.r"s~.-••~ d / ~ . 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CLSA&WA7L6,FIARIDA LECALDESCRTYIfON: SEE ABOVE GJrf4TTa~0[W-[fleQTIPAPRTYMdNAOR~+ I.IIC.ArLr60ALWRf-tGml]Y cowexxrl .DATE: z18-26119 ~ sn-N°u. ~A~ TNOHHi (721111F4N Armu4vrnn.e~ouunrans».uxlloarebKroe4eoracwrreuAweNt urr TI-IID _. DRAWN BY: ry/.tIN-' Rmrua P~ tnA»trm rm®AS4m r~s[beueaasrrasr Clearwater Basin Marina 900 N. Osceola Avenue Project Narrative for Flexible Development Review Request: Construct upland marina facilities to support 87-slip marina. There are no variances being requested. Parcel Information: Address: 900 N. Osceola Ave. Parcel I D: 09-29-15-32184-002-0020 Existing Land Use: Vacant Existing Zoning: Downtown (D) Future Land Use: Central Business District (CBD) Character District: Old Bay History of Site: This is the site of the former Clearwater Bay Marina that operated as a full service commercial marina with 87 wet slips and a large high/dry storage facility. The property was sold and the marina closed to make way for ahigh-density residential development known as Antigua Bay. The residential development was approved by a Development Order in 2005 which expired in 2007. The Antigua Bay project fell into foreclosure and was recently purchased. The site remains vacant at this time. Phased Development: The owner is proposing atwo-phase approach to develop the property. The Phase 1 plan is to use the site as a marina. The future Phase 2 development is impossible to define at this time and will be market-dependent although the goal will be to ultimately develop the site to meet the future land use as outlined in the Downtown Redevelopment Plan. This application includes the upland marina facilities to support the marina slips and include: a Dockmaster's office; restrooms; parking; landscaping; marina utilities; and fire protection. The marina will operate as a wet slip marina only. There will be no high-dry storage at the site, no trailer parking, no launching facilities, no load out equipment, no travel lift, no fueling, no marina repair services and no upland wash racks. The marina will allow mooring for private recreational boats and does not intend to allow commercial boats such as charter boats, water taxis, tour boats, boat rentals or jetski rentals. The marina will operate seven days a week during daylight hours only. Existing Land Use and Zoning: The site is currently vacant and zoned Downtown (D). Chart 2-100 from the Community Development Code shows the permitted uses include "marinas and marina facilities" as per Table 2-903 of the Community Development Code. Article 2, Division 9 describes the pertaining Downtown District code found in Sections 2-901 through 2-903. The Flexible Development Standards allow a maximum height of 30 ft and minimum off-street parking to provide 1 parking space per 2 wet slips. The application meets these criteria. As regards parking, there are 87 wet slips requiring 44 parking spaces and 50 parking spaces are proposed. Clearwater Basin Marina 900 N. Osceola Avenue Exhibit A Written Submittal Requirements (Code Section 3-913.A) 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 general character of the area is residential, boating uses and small sized commercial businesses and public clubs. The general vicinity is nice and there have been some spots of outstanding redevelopment -but the area in need of redevelopment and improvement. Further, there has been a long history of boat and marina uses on this property, and even a recent approval for a marina by the City -the latest approval was tied into a residential project. The greatest and most active site in the vicinity is the City Seminole boat ramp facility, with 8 boat ramps. This proposed project is reverting back to the historical use of this property. This proposed marina is much smaller in scale, bulk, coverage and density as was the original marina as there is no high/dry storage, no trailer storage, no fueling, no marine services, no load out, no wash racks and no commercial activities proposed. There are 87 existing slips and there are no changes proposed to the number or size of the slips. The proposed marina is also less intense that what was approved previously by the City for the prior project -which has left the site in extreme disrepair. As of this writing, contact with the immediate neighbors has found strong support for the marina as proposed. This proposed use is planned to enhance and compliment the abutting recreational use of the Seminole boat ramp facility run by the City, which is recognized as a major attraction and use in this area. The use and activity proposed will be far less intense on a day to day basis than the activity found at the boat ramp on a continual basis. The Downtown Re-Development Plan States: "The intent of the Clearwater Downtown Redevelopment Plan is to provide a flexible framework for the redevelopment of Downtown into a place that attracts people to live, work, shop and play". We believe that the use proposed is part of a flexible view of the Downtown Re- development Plan and meets the intent and directives of the Plan and Comprehensive Plan of the City. Although there have been no amendments added to the plan, as the staff has requested a response from, there are elements and items in the Downtown Plan that do support this use. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and building or significantly impair the value thereof. As noted in the narrative, the development of the site is proposed in two phases. Phase 1 is for the marina and only the minimum upland facilities needed to operate the marina are being proposed. The site plan leaves the majority of the uplands available for a future development of Phase 2. The use of the site at this time as a marina and the upland improvements to support the marina will in fact improve the value of the site as it is currently vacant and basically an abandoned construction site. The improvements to the upland will also serve to improve the value of the adjacent properties. The development will not hinder or discourage development at adjacent properties as the property to the north is a developed single family residential property and the property to the south is the Public Boat Ramp. The marina is the historic use of the property and serves to provide public access to the waterfront. The marina will revert wet slips back to the public which will compensate the loss of public boat slips in the immediate area. It is also important to emphasize again that a marina use was present on this site in the past and was not deemed detrimental or negative to the community or impaired the value of it. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The intended use is for a marina to provide wet slips to recreational boaters. The marina will be professionally operated and all slip occupants will be required to abide by marina rules and regulations. Marina regulations often address appropriate behavior, enforcing proper use of boating equipment, enforcing proper use boating and navigation waterways, boater education, and environmental education. It is also important to emphasize again that a marina use was present on this site in the past and was not deemed detrimental or negative to the community or affected the health of any neighbor or persons as noted in the criterion. 4. The proposed development is designed to avoid traffic congestion. The proposed marina is less intensive than the previous marina as there are no repair services and no high/dry storage or trailer storage as part of the project. This significantly decreases the amount of traffic at the property and the Traffic Department has determined a Traffic Impact Study is not required for this application. The historic access to the property is being utilized to avoid traffic congestion at Osceola Ave. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. First, the basic directional Planning documents of the City approve of a marina at this site. The zoning for the site is "Downtown" and as noted above, marinas and marina facilities are approved uses for that zoning category. The Future Land Use category of the site is also Downtown and, as such, marinas and marina facilities are allowed in that category. The remaining specific City directional document is the Clearwater Downtown Redevelopment Plan. This site is located in the far North Western zone called the "Old Bay" character district. There is no designation or communication or list in the Old Bay character zone that states marinas are not permissible. There are other uses that are specifically stated as being not permissible in the district -but marinas are not listed in that capacity. The proposed marina is located abutting the focal point of the Old Bay district, the Seminole Street Boat launch. The applicant believes that the proposed marina is a similar and consistent use to the Seminole boat launch site, and is a complimentary and cohesive use that will act as a plus to the main component to the old bay district. The Downtown Plan States: "The Seminole Street Launching Facility is located in the most northwestern section of the Old Bay and functions as the City's main boat launching facility. It has eight boat ramps and a fishing pier, as well as a picnic area. The facility accommodates approximately 25, 000 launches per year. The facility offers monthly and yearly launch passes". The Downtown Plan also states: "Policy 3: The Seminole Street Launching Facility should be maintained as a recreation site, recognized as an area attraction, and should be improved with the addition of elements such as picnic areas, park benches, landscaping, lighting and parking management". The Downtown Plan's specific goals include: "Objective 7J: Downtown shall maintain and expand parks and recreational activities that serve residents and visitors". The Downtown plan also states some very specific goals and visions: VISION OF PLAN "• Downtown will be an integrated community with a mix of retail, residential, office and recreational opportunities. The development of a variety of residential projects to attract new residents to Downtown is critical to the success of a revitalized Downtown" The above Plan directives are elements that this proposed project includes. This is a project that opens up the mix of uses and facilities that act as an important and integral part of a highly desired residential component in the downtown area. The existence of a facility to moor a boat is an important aspect and necessity for residents that enjoy that kind of lifestyle -and very prevalent in the City of Clearwater. Further, this is an expansion of significant recreational activity for the downtown resident. The ability to have your boat available to you in the vicinity of your home is important. This use adds to the mix of uses and the similar use of the boat ramp - we believe that a synergy of these uses occurs and is an asset and a plus to the focal area attraction in the Old Bay district. A use of this nature does add to the attraction of downtown of new residents and will add to the revitalized downtown area. The Downtown Plan Continues to State: "• Downtown's unique waterfront location should be a focal point for revitalization efforts and an orientation for all of Downtown. Views of and access to the water must be preserved" It must be said that the site has been a complete eyesore and adisaster -left in that state by the defunct prior project owner. What is proposed her is the first realistic and functional step to turn the entire site around and bring it to the level of existence that the neighbors and City deserve. In this same regard the Downtown Plan also states: ~~• The elimination of blighting conditions and the revitalization of the existing and expanded CRA are critical to the future health of Downtown". It cannot be stated strong enough the level of disrepair this site exists in today. This criterion of the redevelopment plan strongly points to the elimination of the conditions of this site that has been left for years. There is an empty marina, which has been maintained. Worse there are dozens and dozens of concrete pylons that have been left literally sticking out of the ground: In regard to policy #4, above, the City's Comprehensive Plan also recognizes the importance of this Seminole Street location and the advantages and improvements of this site and lists the site as an official point of a view corridor from Garden Street. The City's Comprehensive Plan, under the Recreational and Open Space Element comes to the same conclusions and directives: (Existing condition of the proposed site) "G.1 GOAL - TO DEVELOP A SYSTEM OF OPEN SPACES, PARKS AND RECREATION FACILITIES WHICH ARE DESIGNED FOR THE MAXIMUM SATISFACTION OF THE RECREATIONAL NEEDS OF CLEARWATER'S RESIDENTS AND TOURISTS". The City Comprehensive Plan also states: "A.6.7.1 Encourage the preservation of recreational and commercial working waterfronts and marinas and other water-dependent facilities". A.6.7.2 Work with applicants to discourage the rezoning and land use changes of recreational and commercial working waterfronts. This is exactly what the applicant is seeking to do. The contention of the City is to do something else on this site -opposite the City Comprehensive Plan directives. The City's Comprehensive Plan seeks that sites just like this one should be preserved and maintained and reversed from its' disrepair to become an attraction for new residents seeking to live in the downtown area. 6. "The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on the adjacent properties". The previous marina was a commercial marina will upland high/dry storage, load out facilities, fork lift operations, wash racks and daily marine services. By eliminating these activities and operating the facility as a wet slip-only marina and renting slips only to private recreational boaters, many of these adverse effects are eliminated altogether. For example, acoustic adverse effects are minimized because there are no longer noisy fork lifts and/or engine flushing. Visually, the site is improved because boat lift covers and the large high/dry storage building has been removed. Furthermore, the current site plan provides for ground cover and landscaping to improve the current site conditions. The site plan also includes a storm water plan to prevent or reduce discharges of storm water into Clearwater Harbor. And finally, the site is currently an abandoned construction site and the owner has already spent considerable time, effort and money to have the site cleaned up. To have this site remain vacant without use for another long period of time would only degrade the aesthetics of the site. A public waterfront project with boat slips available to the neighborhood and general public will definitely serve as public improvement to the area. Clearwater Basin Marina 900 N. Osceola Avenue Exhibit B Written Flexible Development Criteria Downtown Community Development Code Marinas and marina facilities, the four criteria are met as' (1) The parcel proposed for development is not located in any area identified by the Comprehensive Plan as being of environmental significance; (2) No commercial activities other than mooring will be allowed as the upland parcel is contiguous to a residential parcel; (3) The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3; and (4) The marina facilities comply with the commercial dock requirements set forth in Section 3-601.C.3 and the marina and marina facility requirements set forth in Section 3-603. Section 3-609. C.3 New Commercial Docks a. Use and Compatibility: (i) This is an existing facility. The principle use of the property will be a wet slip marina. The marina includes a Dockmaster's office, parking for all wet slip occupants (including handicapped parking), a portable sewage pump out unit and rest rooms. (ii) This is an existing facility. This is the site of the former Clearwater Bay Marina. There are no changes to the number and/or size of the slips. The marina is located in a waterfront community where there are single family docks to the north, the Seminole Public Boat Ramp immediately to the south and the future City Marina docks. (iii) This is an existing dock. As noted above, the Seminole Public Boat Ramp and the future City docks shows the existing docks are compatible with the dock patterns in the general vicinity. b. There are no negative impacts on existing water recreation activities as this is an existing facility. The marina slips are entirely contained within land barriers that prevent water recreation activities from occurring within the immediate area of the slips. Boaters leaving the marina are anticipated to travel immediately to the Intracoastal Waterway (ICW) and then proceed north or south to their final destination. There are no marked recreation areas between the marina and the ICW. All boaters in this area tend to take special precautions in this area due to the high usage of the City's Seminole Boat Ramp that is located immediately to the south of the project. c. There are no negative impacts to navigation anticipated. This is an existing facility. As noted above, this facility is entirely contained within land barriers that prevent the general public from boating in the immediate area and is not located within a marked channel. The existing marina is in proximity to the ICW and boaters entering or leaving the marina will enter the ICW before traveling north or south along the ICW. Boaters also tend to take special precautions in this area due to the high usage of the City's Seminole Boat Ramp that is located immediately to the south of the project. d. There are no negative Impacts on the marine environment anticipated. This is an existing facility (i) This is an existing facility. There are no protected resources in the wet slip areas. The site has been surveyed on several occasions and there are no sea grass beds, oyster beds or protected soft or hard corals located within the wet slip areas. As noted above, the marina is in close proximity to the ICW allowing boaters to quickly access the ICW to travel to their destination. The proximity of this channel ensures boaters do not have to travel into sea grass beds as part of their access routes. (li) This is an existing facility. There are no adverse impacts to natural marine habitats. There are no protected resources such as sea grass, oysters, or soft/hard corals in the wet slip or marina areas. To ensure better boating and boater education, the marina will install signage explaining the importance of manatees and sea grass. The marina will also provide special trash receptacles for fishing line and other hazardous materials to make sure these items are not inadvertently discharged into surface waters. The marina will utilize the services of the City's sewage pump out vessel for pump out services and will also have a portable pump out unit onsite to ensure there are no overboard discharges of sewage or other human waste materials. The slip occupants will not be allowed to perform marine repair services within the slip areas. e. There are no negative impacts to water quality anticipated. (i) This is an existing facility. The turning basin, access channels, boat mooring areas and all areas associated with this dock provides a minimum clearance of 1- ftclearance between the deepest draft of a vessel and the marine bottom. The marina was maintenance dredged several years ago to restore the original marina depths. Depths range from 8 to 12 ft in the slips and marina basin. (ii) This is an existing facility. The docks historically have not caused erosion, storm drainage, shoaling of channels, or adversely affected the water quality in the existing area and there is no reason for this to change with the new upland developments. As part of the new upland site developments, a new storm water drainage plan is provided. There are no negative impacts to natural resources anticipated (i) This is an existing facility. The marina will strive to improve the conservation of wildlife through the use of educational signage. As noted above, the marina will install signage explaining the importance of manatee and sea grass protection. The marina will also provide special trash receptacles for fishing line and other hazardous materials to make sure these items are not inadvertently discharged into surface waters. The marina will utilize the services of the City's sewage pump out vessel for pump out services and will also have a portable pump out unit onsite. The slip occupants will not be allowed to perform marine repair services within the slip areas. (ii) This is an existing facility. The docks are not located in an area that has been designated as being environmentally significant. The site was surveyed for the presence of protected resources and none were present in the project area. Additionally, there are no upland areas of protected vegetation such as mangroves. There is also no bird nesting or feeding areas onsite. There are no designated preservation areas, national wildlife refuges, bird sanctuaries or other designated preservation areas. The site is contiguous to an Outstanding Florida Waterbody (OFW) and as noted above will provide protection and educational resources to the boaters using the marina slips. g. There are no negative impacts on wetlands habitat on the uplands as there is no wetland vegetation (such as mangroves) on the site that could be impacted by the future improvements proposed as part of the marina. h. Dimensional Standards. (i) These are existing docks and there are no proposed changes to setbacks. (ii) These are existing docks and there are no proposed changes to the length(s) of dock structure(s). (iii) These are existing docks and there are no proposed changes to the width(s) of any dock structure(s). (iv) These are existing docks. The covers were removed. (v) These are existing docks and there are no proposed changes. These are existing docks and are not publicly owned. Section 3-603. Marinas and marina facilities. A. All proposed activities including, but not limited to, fueling, pumping-out, 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. The marina does not propose fueling, chartering, living-aboard, launching, dry storage or marine services. The marina will provide pump-out services with a portable pump-out unit and will use the City's pump out vessel. B. For marina facilities located adjacent to residential districts, no fueling or launching 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. The marina does not propose fueling or launching. C. No fuel storage facility or sanitary pump-out station holding tank shall be located over water. The marina does not propose fueling. The marina will use a portable pump-out system and the City's pump out vessel. No holding tanks will be located over water. D. The marina shall pose no hazard or obstruction to navigation, as determined by the city harbormaster. Please note these are existing slips and there are no proposed changes the size or number of wet slips. The existing slips are contained within aman-made basin nearly surrounded by man-made and all traffic entering the basin is for the purpose of mooring at the slips. There is no public boating traffic anticipated in the marina's basin area of the slips. The boaters will ingress/egress through the main basin entrance and then proceed to the Intracoastal Waterway (ICW) immediately to the west of the site. Boaters can then travel either north or south along the ICW to their final destination. E. The marina shall not adversely affect the environment, including both onshore and offshore natural resources. Please note these are existing slips and there are no proposed changes the size or number of wet slips. The marina area was surveyed and there are no protected submerged resources in the basin area. Boats will travel from the slip areas to the ICW and this will prevent boaters from traveling over shallow protected sea grass beds. F. Adequate sanitary facilities shall be provided landside and a sanitary pump-out station shall be provided and shall be available to marina users 24 hours a day. A portable pump-out unit will be available for use by slip occupants 24 hours a day. G. A manatee protection plan shall be provided and appropriate speed zone signs shall be posted to control boat speed for manatee protection. The marina will be required to install manatee education and awareness signage as part of State and Federal permitting. The specific sign requirements will be addressed by the Florida Fish and Wildlife Conservation Commission (FWC) during State permitting and the US Fish and Wildlife Service (FWS) as part of Federal permitting with the US Army Corps of Engineers. H. Adequate spill containment areas shall be provided on the property. The marina does not propose fueling or marine services. Design of the marina shall maintain existing tidal flushing and aquatic circulation patterns. Please note these are existing slips and there are no proposed changes the size or number of wet slips. J. In the event of conflict between these standards and federal or state law or rules, the federal or state law or rules shall apply to the extent that these standards have been preempted; otherwise, the more stringent regulations shall apply.. Acknowledged. The Old Bav District and Downtown Design Guidelines The Future Land Use for the property is Central Business District (CBD) and the property is located within the Old Bay Character District of the Redevelopment Plan (the Plan). Excerpts from the Plan and Character District descriptions include "The Old Bay District is envisioned to be a mixed-use neighborhood supporting the Downtown employment base with residential, limited neighborhood commercial and office uses" and "This District provides an opportunity for higher-density residential uses along Clearwater Harbor west of Osceola Avenue, provided such development is sensitive to the established low-rise historic character of the District'. Although the Plan indicates there is a preference for high-density multi-family development at this site, the current market conditions are such that ahigh-density residential development is not feasible at this time. Such a development is not being ruled out for future development as the majority of the site is being left available for future development. The wording of the Plan and the Old Bay Character District appears to provide some flexibility allowing other developments as long as the character of the Old Bay area is preserved. We believe there is no better way to preserve the character of the Old Bay area than by converting the site back to its historic use as a public waterfront marina providing public boat slips. The Old Bay Character District places emphasis on maximizing access to the waterfront as per the excerpt: "Emphasis should be placed on tying the eastern and western sections of the entire District together by providing linkages between the waterfront and the Pinellas TraiP'. A marina would serve this purpose best. Furthermore, the Old Bav Character District does not prohibit marina use. ti> SITE IMPROVEMENTS FOR: ' -= _ -~ - -= CLEARWATER BASIN MARINA PRO.IECT -~ P I N E L LAS COUNTY LOCATION _. CITY OF CLEARWATER FLORIDA DEVELOPER/DESIGN CONTACT Lrv0.EUGwEEn nOn Ew:wEEwq ST~TEHMOSa RPCxIIECT Et99~4 T~WNEMYLOxv E. wsr]ECrur~ru]wm+cuc tAUOSfJ,.E.wa~rtE4T ~NTEE P~ ]~ ~ EL E~,~E.a~ w~.~ E,~,ES w~. rHO~~nin a~Eea~rovna uE"~ ~ ~ ,»S,~E I~i]HUaa UTILITY CONTACT E],:cm~c vxocnESS E]rtx~v wvEw~,'rki]wa,ss, GELE BFIGMWVEFrtME WMNEF ZyOCAEW ET. IEORL [IESCPIP]ION SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA ~,.d ` ''[. , r ~, I :: l , ~• r ": r; o 1 , ~. -~~ v ~ y 5, ,~ r = .~o ~~.. INDEX OF SHEETS SHEET NO. DESCRIPTION C-1 COVER EXISTING CONDITIONS/SURVEY C 3 GENERAL NOTES C-4 SITE PLAN C-5 PAVING GRADING AND DRAINAGE PLAN C-6 UTILITIES PLAN C-7 CONSTRUCTION DETAILS~PAVING & GRADING) C-8 CONSTRUCTION DETAILS PAVING & GRADING) C-9 CONSTRUCTION DETAILS UTILITIES) C-10 PRIVATE LIFT STATION DE AILS C-11 SIGNING AND MARKING PLAN C-12 ENVIRONMENTAL AND EROSION CONTROL PLAN LOCATION MAP FOR LANDSCAPE AND IRRIGATION SEE .~"~~~ COPLEY DESIGN ASSOCIATES PLANS L1-LANDSCAPE IR1-IRRIGATION D1-LANDSCAPE DETAILS PREPARED FOR a~,~w.,Eaw„I~.waw, «~ ~.E~ES~~ afwmvs?ER F ~n~zess 1]t]IN]~]~]I PREPARED BY ~irylnz ~n9u~zuzy nm b 0 b b « ' u L ,LU Jfn crcrc•,u5 ...mn ...gym 1 u°r,d•>r^rv ~ r I nor __ ______ ____ 1 ., 31 r 1 I ~ :f `,' _`' 1 ~'lU?j'.°%J"'°' Rer J-euso• .r . u' _ _" ___ __.__._ :~iF~-Tn §^~-4tL~5S-§4•'?~ESµ---'~§5 "~S5rv~e 44 •,~ " '~ ': ~:: ` ~ ~, q+ ~ > -Y , ~. . o +. ~ . \ A x E ~ 6 a o ~ --~ - b~"^ 6~~ a ~ ^ • ~ s _ _ - _ _ - _ _ r R p O o .' • s J" A ' ' •• , p b .a c '`e % . , e::K3i:a`~p .~~ ~~.r~ .. ~.+-~ , ,,> a j~ : + s ., a a L d•E3lAl.ee ,.....mA»..x.., ~J~ ~ s xr:vJJ• E uJA, . s \\ / sfYldN EDAN P. 1....~f AAA ; p 9? e a e u b ° 55 53 SS 55 ~^ ~r0~ ~ •.~ ~ o +~S a o ,' -x33 SSA- 55 x (' y O `a-~? ~ ~ o ~. ~R ..` c ., o o o ~ __- 55 ~ 55 _ ~ ~ \ ~ ys ' C - O ~~ > ~ ~': - :.. ~° _ r ° ~- ~ y a>dyl ~-E31.y. ~a.. 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M'%xlc H 5t. 50003[:EOLA AVENUE ~~: rn.u vMDRfNHe Wq PpFPAU[VERY.SITORNFVSTITL[INSVpSN<F NAR INC CLEARWATER FLORIDA DATF: 8/15/2008 LECAL DESCRIPTION: SFEABOVE snFA TO. DRAWN OV: LP/JMF 6.9Sf5 OF ELEVATLOA'S: •: r. r:rndsP:.. rv 6 a /A'SEwli'AL4 EL -l.161N91'D dd D9TUJ0 .rr<r..+. °>•r", ,<x......:..r,uy,:,.sv.;.,•,,.. BASJS OF 9EY<HDUBL': PJNELLAS EOUYTY DIS[ 'HA88fS X', Pp IdJJ, EL =lgdJ fNAI'D MDA 1. /Y I riI JOB NO.OS-0332 FN NOLE, rtORIDwx1"AING ucRx5 D3nJSd-IJad~ co eus3n~evl $REEJ ^r^ REv V L 3 EXISTING CONDITIONS w a w m I . HGw d S m is ~° / 6 ~JJ1 ~~.~ s ~ .K ;`.1 F• w.....u,,..~o..r.n aEnezX Evew .~ j' i XX~?`m_.' 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I twEPacEU~oDSiovnocMTi no ~ TYPICAL PARKING LOT e' sr~eiu~ sue-e~st•: TD LBR-w _ ,.°- DRIVEWAVSECTION _ .C R ~ ~ o ~ .a 6 t y V ~ V V V V ~ ~{ /~~ ....'" ~ snvt.u Ensr } \ sTUxi E. 1OE UenT P~ coecPEiE I~oriRP uwt iE°G1xce~ s WALL W4LPWAV ENO I FROU W~utW~Y U1DY sFwWRu _~ _~TII ~ II=111~II,~I~Ti~J~,~=j1~1 ~~I~j~~~~~= C SECTION GS vrw .reP~Tio-\ ~~ ~ C 5 SECTION E~.W LL's ExRi µRµDDG[ ~ ~ ~ ~I ``` 1i•~ i ~ ~ ;e ~ ~•~ YBI E SECTION "ti; ,/ \~' ~ ~ n.~u' • ,~-' 4 `' ~1 GS gNWA ~PxGLCUNTgNS `\~ STORM STRUCTURE SCHEDULE ~PE~..oea.TrnE.rtoTCP DPmE~TUExrPEauwED ~ ~ _, _....e.. 1'P. FweEx auueEw~EEDCP NEEDS ~i,tcDnwmeu ~Er n*D iz ~ / TutxoDSPart Fn~ec ...,~, :... ~... ~L r ae `R ~I coP~PCEUSaDDWE~ucP CanxeR ~['~~ FD~EE„ '~I ~~ FOi mtt sWPOGM x I~uI iREEr SsuD eEgE TOCUipf DOCx EUSTEP UDG Plrsamxx~v -f E' S0 TYPICAL W ROGHT ', "$O ~ I Cj~ m ~.PF,• cw+DDwN 5BX0M1NTD IRON FENCE DETAIL ~.. .r= PROPOSED LEGEND. -~ N- ....~.~ ....~ v .,r~c• O _ O~ m~ , O ~ , r.tm „mran.ew.x ~:.„.-,a .{ uia eoervEJ IstEG tx ii V vETEVUEV TO CURB wiEf I EXISTING LEGEND ,, I pU~ n,x 090tD~ SHEET ' C.5 f PEV FRaE TR,. V J 3 SAVING GMDING b DMINAGE ALAN i~. ~~ „. )11111111...sDEE III .ss -~ ` ~_ \`~ O• O ° O P^ O O?`,,O O O a O :•tD0 O _.)O~ °~ ~~,. ~ 55 55 ~° 55-ee-53-55.55 -A -5Y -55 m m 55• J O D •o O O o ."' p a p ;G a°° C O O U O •e ~ p u b 'gyp J O O .. O a ~ ' O p o p :" app O :•O O o O O' O a •O U __ ,s ° o «,a, c o p a ° c a a,;. ..ij u ° o O ,., a app .c+ c a o , O ~ ~ ~/ cm _ ° ° o. a o / o,.o p • p y• o °'~' • J p •'• 1 uay O ti q.. E~ttc°~v~ir«ta"IAOU E'oetn~'~'/ ss~enc.E Oy .. ` EXISTING 87 BOAT SLIPS C ° ',I A/,~ G ° in p '! Om °.'~I ~_n m,os ~FOF SpaP.nECx E)D zi oDS.F DF arORUrecR T,a _: :;- ;:, ' ° x I ~ In~ ~RO~C~. ~DI~ RA~Ie~~•wII tF a ~~ ~~~ o ;~6 7. ~I f III .~EE ~:~oo~ s•~ (' ~ i ' I f` ]U 0 b BO I o_ { r; 11 ~ V V V/.~^ V „111 ry^ •~ s a / ~. \~~~., .,r -~. ., :, \ sg ss ss° ss - ss = ss - ss - ss - ss - ss - ~ ~~` r----------------- - 8' ' I~ S~ ~ o . ~ a ----~ .`~ o . o l I ~- `, C n 0 o a o •G ° a • ~:g uo .. :~ .. ' ° ° ~~o o••• o occ o o a a, ° ~` ° r'6' o c 0 0 ° c ••6 a ° o 0 o a ~ ° $' ~k Ea 0 °.+ ° . 1 °.upe o °..,/ o • o 0 xvr ncw~au ° ° ° _ o~ • o ~^ 2' o a 1 ' ~* Q° I o 0 a., !n ~: EXISTING 87 BOAT SLIPS ° ° o •nl we aoT~~s wnhn unx. s....'^•I a a I , !I~ pp A p '~ +~ ° • l5 A.. I 01 pp~ +' • a i 4, ~ ~> ~. i - o a o aYe 3 % ~ ~ e 1' ' ~/. ,+ ~r r`: ~°x,-'., / fir-:. ,a.-~ ,c ~ ~ y F~ F ~'s~ - ,,, z WEIEnulo eFn '3ti •• 4w µo~a ~ uz_.. PROPOSED LEGEND EXISTING LEGEND -w -uo- .~. ~ .9,....~ ~ _ e _ ..~......,.....,... o ....s AI - N ... W. ~ SS - ~W W- A~.....~..~. ..~ 6- .°° ' ., . I .. s 0 CLEARWATER BASIN MAR ~~ ~~~ ------._ w..- ~s~E~ C-6 T TYPICAL SECTION VIEW AT DOCK Sl1tl130 ~JNIOVd~J ONV ~JNIAVd - -- 133x5 wix-0 ~ n ~ ~ m ~ -- ~..,~LSA"rn~ - ~~G5 ~~'~, 6:IL~dSaTB.i-~F.$s n v o n ~ ~ivw 3„ a, Sa3istabpiwnxoi ax~im~M rn^oa~`83a'm rns63n,xmxc n'Jax3 ^ , _ ea ~wnrasnxvt,a xfsnw a~cn. ~•w+w ~fe~Nmrdfnx~iutv.»~woa~w. e3tiY3nuf3toA ro/ox+ux[YSVrJmno~w`n f ~ / `dNIdF/W V W NIS`d8 Li31`dMab'3l~ ~..,~~,.~,~.~.~,~~.a.H~H~~.,~,.~.ha.3 .A..a~. .~_.~a~.,~. ~ w n~..,~.w,~„~.,~w.>~3«. . - .,..3~«3.0.~63~3.3,.~m.,o.,~e3~,H~ - s .ra~w....~ e a,..o.o.3».rw3ov.u~eaw aau+nw .vreworv,..,mm,.u3.~»o r ...d.ae. "" ,;r;U'.~.: e<~.s„<: ,:v`.~i; b~..+.a .~ ~,•` .,,.,o.,~,...,. .~ ~,~.,na.w.~.,..~.b~.au n, ,~~3.w.3.>a..un..o~ow~3«. . .~ ~w...ru+..w. w...a~.onvo3u,w,s . 3,,,».:d~~<~~~w3u.~,:e3n.,a,H.>o3Mti~3~~e, ,„~ H.o.s ~~ S310N lVLi3N3J H031WLIOIS .3~,.o,~3a„.~so~.~~3,~0,.3,.,0~ ...~.....~.~ ~tC~.x'~rs~~~r~, ^ r~~ a gym.. _=- a.~ '~~.a-xs~~ sttrr~.. ~®~a sHOiia~i~i~3ds iv~iHH~3i oleos-a ,.3a~~,~°H~s~N~3L9A9tl39~:3;~HY ,.,.,.,A,..,..e,,...o.., a..wu3s ~'I~~ va..,.,._u_W~~. ,~..~. ,..,o-.e. ~ L , -~~- ~,.~.. c ~ ~x%3~3ns .n nn, aa C~C.~,.3 ~",~RSC.CiC'.: ID .~3:=~T~CS3tiC.^. ~~,m.wnoxns.su3nwo.vv,. xa.mw>.w3umos roa ~pj . 7l ® I ~a --~ ~ w.... ~~~JJJ ~L ~J ~e....w~ciorrvcua3..ec a,ari. xaie~wsnHa~nuou eoi ~~ wa...~...,aon,n no.wm ..~.,:, ... .....~,.a.o,b,~.- `~7' ® vn.,, o3~.,w.s a 1 vamne .:.pw.o.v ~b~m. ,~p,~, ua3dw,.MO.~.,n„3x.uvw, .naxaa.coc o.~m%'r~~"3cy"»ux. •• D.ap d u anv ~. 1-1/YR PrPaeq ewr.P. ~ r b ... ~ ~~ ...u„o:ar.. y\\Y~~~q. .y,. yrPe.i....'.' A'/A'~A/ia~~~~`~~gtd~ STRAIGHT CURB Y ear a aln ~° ,Wa„q,Ma,ySYa..bbol ~~ ~ sNbP. E 3' TRANSITION AT DRINiS NOTES: 1. An Mdl ea a 1/1' ap pNt Moan eaa ar a.ro ana rlroaaP. z wnaau x a:ro..nm M wqP P.L .lu re.E nwn ..xN.anq. k e :~:.:,.d r=te KDU TRI N w aP19n[M ELFVARON A-A •- Ord at N pl.. YR C Y ~+ eaalnq SR \ ^ SPgtPa ~ ' s/•ti... e.P. ~( e~ ... zA ..:.~ ~~ ,NOID ~~ Wr u.aatt. ~ m aa~ ~w..n•mw ei u. ~P• aep.e,e va..n.ne a:a u. clan... et u. ro .nal ea 6', uNaq axrvlw Wan n Plana TYPE I CURB TYPICAL CURB CROSS SECTfONS ~ ax..« _ ny . ali. x.i-w.~aa \ a.A. ..~. e a q~~1mi R IRNFD C IRB RANPc svcnoN a-e EG48 TYPICAL SIDEWALK ~ °`~~^~+;~~•~",,,,~• ~ ~~ v ~ I'~a~ CURB CUT RAMPS '~^••~ ,•„^^•, ~, ~a•ta • d~~~N+~T^~~ PHYSICALLY HANDICAPPED _ Grv N!S x of 3 rwn~A~i T1-Yr aNie ..~~ ASPHALT STREET AND DRIN:WAY REPLACEMENT REQUIRED FOR unun coNSmucnoN CONCRETE REPUCEMENT flEOUIRFD FOR UTILITY CONSTRUCnON STREET AND DRIVEWAY REPLACEMENT FOR ~ON R & A PHA TI ON R T [ RFA Orv N6 lak I M 1 aunAm, naxu s i i 'ii q> w 1 I~ ~,I a1pII n t Anal PR ~I ~Ilei YFeI RAIPOeaIA I r ~IK r -~ I r as T- ~ T- TvPE a T•'°' ~~ rAlm ~~ w. xANaoP WHEEL STOPS REINFORCED CONCRETE C ® SNILmEfl BOnoN EL-•.a (~ ~~J ~¢1-=17-...4E1 ITT :f PCPOSCIMRGE PmE F LwuEflow.lx Ve LINER DETAIL cnLnc:w rvnEa ~ :e uma Tw Ews ~. n~ Eu _ ~~ruNULacx UNDER DRAIN DETAIL sECnoN R-e DETAIL MODIFIED TYPE "D" FDOT INLET STR(~1 e•'.t- PUN NEW a r r""r.: a...~ aw ~sw a. wrr~ .°".. ~ »~,. ~ .:.... rn.n. flCP WIiALL PIPE CLAMPS \~\ WTFALL fLON PICTORIAL NEW ww.~ ~ ~& TmlcaL oRIVEwAV CROSS sccnoN .a i;E :'.~ am, a o.e .Pm aw, ~ ( ~r~aia SECTON B-B '~'~ .~a Pglu s SN:.at 11a:P t.:y~N. as. s,mv \.n• E.a,+n sat .,°ea`v e.n SECnON A-A ROERF% flFL VALVE a' ~ •~••r QANPS ROERE% NED VALVE III le'RfP WTiALL PIPE SIDE NEw REp VALVE (TIDEFLEX"') OUTFACE DETAIL xz cfloss SloPE EflauP LwF ASS ~ EMEPOExcv ApAw'~ xEOCCUC~ OW~EflY PROPExIY UNE~ IFS cI~PNCPogE06w000 STIX.NAOE FENCE I 6 8 SECTION C-8 sEERfl A~NONNLCx aaosLaPE~LUax PExcE ~.•~ ~PNOPEm LNE 1 I 6 A SECTION c-e sNEfr pp PAVING AND GRADING DETAILS d£MIWT PLOO gINRlAT1E Pp NW Ywnay CampmY SRR NOTE Go TrefRe BRaeq Wrw. ~ PM No. 100 d Ewd Oonmis Pod 0' fEMAIE AOnPIER Thiel ~ 1'-e' Sq. F"~aY ~aMRnY py N O Na 101 r EWtl ® T19-N dUNWT dINRLOTiE P4R MN FwntrY CanganY Pat No. HB Lw Ewd Snr lnlRrRl CLEANOUT DETAIL x.Ts NOTE. dmwt Pluq CO,r Te Bs u.s. Ewnar 7ex.7 a Ewa. ]000 PSI P90 edN - . ~ - ~ ~ .: Sw Wb 1~ Y PLC (Sw bds i 102. (° ]-Pb MiaOdNR 9tNS1301 lS) ~ Vdw BNO (NR SWRiNUb1) yy •CCG.~ IbNt Lint 1IIIeN~ ~gW~yy ant ,. NOngNmNN,n.eq TYPICAL VALVE & BOX SETTING L ~ ~-Yew g9n Wgae (Tro.) t` tw9 `ae 1300 >rW ma) \Y, '~.yqy NRNe q~ Ib' IN.rO rvd.~ OIN eRM~ ww weaa y ~. " ~..m ~ a N~ n BYPN55~ `N~ `fl u.es Iagq . qRR ~ ~ ~~ w ~.~ ~-avx vK Nr~ w~ NPm tbNel Tw~ ~~` Il y ~~W Gera A•Nd Q Ia O O eN.gr a rr t s Ilrr! C INIb~ ` deee YRbY1 ~~N tl~a~Y ~ .__. 1M~e ...:: ~ Wu 49n~ OssgseN RyYO ~ I r~~ I \OW.Ww IY • N ~Ai aF NAIV 1aWaNleoMMID13LKi ~XTce~ N~a ~ TYPICAL COMPOUNDIWATERNMETER SET 0' RNNiI NIIg1 Gob WM~ Yee Nabr WF BLOWOFF DETAIL INN 1R1 wW. SITE E~BOws (eey.) 11.23 2250 45 90 h[s BRNJpI BYnB ENO N fEEi tENGN1 L 1' T 9 4 31 T8 K g' ~ 8 12 29 17 6S B' 1 8 IB >0 88 B5 PVC PIPE THRUST RESTRAINING an Nq..oa l a : ~I ~I I ts• tYh LNeMRn~ tY Wanm ~~ ,o -~ ~ 3 ~u R xdYwln lR xNC I arE.r IPPROIEO %0 YIL1R NU5 I ; VaM OaR a ®IIYg91Ya .NU a I (s.. we. q EaN NNVm I y i su~. ~an9.lai °F 7Rn.tgNe R-BI- mN ~~q ~t N ~,MMf-NaLd9N 3700 A t61~ N6 OR[T 1 a 0 wE ,NaL YNM.IE oNla m~iw1°°gN~Nas3 :°m.a I am.w. c w°R~aL' lm ~ ~ RIIbKeSq ant (7»d 7. ~*.wlo etulw 7xa TYPICAL FIRE HYDRANT SETTING Iq wn nNl NN eNN Nmu e®e mWURNrwNNe.rN,m,NT. N,..NUeN..9c.ag ~ ~~NNY~IWY~YEw J o..w mw ~. ewr er TOP NEW ~pprotNJ Baekd9N • se cuv.+r Nx fad Wta Flmg9 M9b ~ Ptmnibn DIg1o0 flan ~ sr'E UNa a (ilaegsd) a0q ~ ~~.o ume toe vuvf9 REOUON?6 Germs amo .~ 12, ~ aim ~I~ , Ola 7EE TYPICAL METER S BACKFLOW PREVENTERS 1-i ETS W/ /2" & 2" MODELS pN mkx 6! ,a, HOSE CONNECTION DETAIL VALVE BOX DETAIL AT FDC a'S"9 EE7 C-9 YA,q UTILITIES DETAILS DUPLEX GRINDER WITH VALVE BOX AND FDEP PANEL W~ - - 12' DISCHARGE I]\ " v ~ CEMER LINE MOUNT CONTROL PANEL \~ }~ ~- ON HINGE SIDE OF ACCESS 28' X 38' X 18' DOOR FOR OPERATORS SAFETY N COMPOSITE VALVE BOX H-10 TRAFFIC RATED MOUNRNC POSE AND SERVICE DISCONNECT (BY-OTHERS) FlDRIDA OER CONTROL PANEL -FOR PRNATE UFf STARONS W/ GENERATOR RECEPTACLE AND LIGHTNING/SURGE ARRESTER HIGH WATER HARM LIGHT AND HORN PUSH TO SILENCE HORN LOCKABLE AWMINUM ACCESS (2) 2' CONDUR DOOR WRH S/S HINGES OPENS IBC GAS TIGM SEAL-OFF (1) PUMP LEADS (6) HOOK S/5 CABLE HOLDER (1) FLOAT COR ~ t/4' S/S DFt CABLE yp1 JUNCTION BO% / / TACK FOR ACCES DOOR ~ ° S.Ot ~-.~~ u // /// 2' BYPASS CONFORMS ~70 DEP 17-604.42(A) 3.00 EL- INLET „ •/ ~ ~ `, ~8, UNIONS EL 2.50 MMM ~ 4 BRA55 CHECK AND ~ DATE VALVE ~TM 5 ~ 2.00 ~/ ~ 3 PRONOE Y DRAIN W/P-1RAP TO WET WELL O OWIK-DISCONNECT GMLOCK EL 1'S ON _ 2 2' plA SCH 80 PVC PIPE EL 1 00 OFF 1 COMPTffS510N COUPLING TOP OF PUMP FlBERClASS WET WELL ~ ONFORMS TO ASIM D3753 BOTTOM EL~0.00 48' / NCR T La.l ,.RACAL il1E„ W11N l:l ALIASf AS REQUIRED CO ETE eloE DiW tlIAIIT/T:OKAT 1° A°A.~ ~T~ ' LR'~" SECTION L (B~yNCOM~RACTOR FlELD INST~IAilD) STATION DEPM ~ CONCRETE ~ 3,899 LBS / CU YO 4 FT X 8 FT REO 4,898 LBS - 1.27 YOS 4 Ff X B Ff RED. 8,284 LBS ~ 1.89 YDS 4 FT X 10 R RED. 7,870 LBS ~ 2.12 YDS 4 FT X 12 R RED. 9,397 LBS ~ 254 YDS uR sLOnoR 1. ASSUMm FLOW ~ BO GALLONS PER DAY 2 FORCE MAIN IS 2' SHEOULE 40 PVC PIPE HAMNG A CRO55 SECTONAL AREA OF 0.02 SQUARE PEST (SF). 1 FLOW RATE THROUGH FORCE MAIN - 20 GALLONS PER MINUTE (GPM) OR 0.04 CUBIC FEET PER SECOND (CFS). 4. FLOW VELOg7Y 7HRdIGH FORCE MNN ~ 0.04 CFS / 0.02 SF ~ 2.00 FEET PER SECOND (FPS). 5. CONTRACTOR TO PROMDE A LIFT STATION AS SHONN OR AN EWIVAIENT LIFT STATION SUBJECT TO APPROVAL BY ENgNEER. 8. WATER SERVCE TO BE PROMOED TO LIFT STATION FOR WASHDOWN. SERVICE UNE TO RE EWIPPED WITH A REDUCED PRESSURE BACKFLOW PREVENTION OEMCL GENERAL NOTES FURNISH ANO INSTALL EBARA SUBMERSIBLE PUMPS: DESIGN CONDITION: MODEL 50 DGF U82.22 7 Hp GPM 20 BO FfnDH VOLTAGE 208/230 THREE PHASE DISCHARGE 2' 4-13/16' IMpO i rn SEWAGE PUMP: 1. AIR FlI l m MOTOR DEIGNED FOR SEWAGE APPUGTON WITH CLASS F INSUUTION. 2. RATED FOR TWENTY (20) STARTS PER HOUR. 3. HAVE DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE ON SILICON CMBIOE) LOGTED COMPLETELY OUf OF THE PU PAGE, IN A SEPARATE IL FlLLED CHAMBER. THE MECHANICAL SELLS ARE PROTECTED Bf 7W0 (2 UP SEALS, ONE ON THE LOWER WETTED END AND THE SECOND ON THE MOTAA ENO -TOTAL OF FOUR (4) SEAL SURFACE. 4. HIGH TEMPERANRE BALL BEARINGS RATED FOR A LIFE IXPECTANCY OF 50,000 BEARI~NC(uP ~OUBBLE R~ iyp~- SINGLE ROW TYPE ANO THE LOWER BALL 5. THE PUMP SWV.L BE DESIGNED 50 THAT THE PUMP SHAFT HORSEPOWER (BHP) SMALL NOT IXCEED MOTOR RATED HORSE-POWER THROUGHOUT THE ENRRE OPERATING RANGE OF THE PUMP PERiORMANCE CURVE. 8. SINGLE PHASE MOTORS SHALL LIKE~ DUAL WOUND, CAPACROR STARE-RUN MID PERATING O~ 2 8/230 VOLTM~THRA SOHALL BEDUAL WWNfR M1~D90GT0 2601E OR OPERATE ON 4680 VOLT BY CHANCING THE MOTOR LEA05 IN51 E THE PUMP. FlRFRt: CC WGIWFII• SHALL BE A ONE PIECE UNR WRH INTEGRAL BOTTOM. WALL AND UPPER FLANGE SMALL BE TSC MODEL-40R (40'1 ROUND ALUMINUM ACCES OPENING, RDNFORCED FOR LOAD RATING F 300 LBS/Ff ANO LOCKING DEVICE FOR HASP TYPE PADLOCK. TH 1Y X 30' UD. THE BOX AND UD SHALL BE TRAFFIC RATED). (FOR 3' OR 4' DISCHARGE HEADER SYSTEM SHALL BE 35 X 46' X 24' WRH 30' X 'ALUMINUM COVER, REINFORCED FOR LOAD RATING OF 150 LBS/Ff WRH TACKING DEVICE FOR HASP TYPE PADLOCK. :ESSOBIES: STAINLESS STEEL /304 -CABLE HOLDER PUMP LIFT CABLES yALVES SHALL BE BRASS SEWAGE SWING CHECK VALVES WITH CLEAN-OUT PORTS AND BRASS GATE VALVE. 2' SCHEDULE 80 PVC. FLGT SWITCHES: UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO) PUMP SUPPLIER SHALL PROWDE SUBMERSIBLE PUMPS, CONTROL PANEL JUNCTION BOX, FLOAT SWRCHE, AWMINUM HATCH(5) AND ACCESSORIES TO INSURE PROPER OPERATION AND WARRANtt. THE COMPLETE PACKAGE PUMPING STARON SHALL HAVE PUMP AND DISCHARGE PIPING ASSEMBLED BY TECHNICAL SALE CORPORATION READY TO SHIP FOR FlELD INSTALURON. THE STOCKING DISTRIBIR'OR FOR EBARA SUBMERSIBLE PUMPS: ;HNICM SPLE CORPORATION, 4821 N. HALE AVE TAMPA, FL 37814 (813)878-9258 RO p It•~ a ~ >MIrRW~ yr ]O R71 f ARY 4bblr 1~ /N tR1 ~ 8 e C ~ S~ Al0 ,A p 48 b 0 0 N p !R b p r A i p. /M ARIRIr ~ w PUMP PERFORMANCE CURVE -SHALL CONFORM TO DEP 17-fi04.42(A) SINGLE PHASE WIRING DIAGRAM CONTROL PANEL SHALL BE TSC MODEL-380 IN A NEMA 4X U-RED V-WHITE Y-BLACK FlBERGLASS ENCLOSURE THE PANEL SHALL MEET STA OF FLORIDA DEPARTMENT OF ENWRONMENTAL pROTECIION DEP), ENVIRONMENTAL PROTECDON COMMISSION (LEIPC)) AND CODE REQUIREMENTS GOVERNING PRNATE FT STATIONS. u. ALL COMPONENTS. FLOAT SWRCHE AND CONTROL ~ u SYSTEM SMALL BE UL LISTED. THE CONTLOL SYSTEM SMALL BE INTRINSICALLY SAFE. O Oi CAPACRORS AND REUY ARE A JUNCRON BOX IS REQUIRED. WITH SHOP POURED SEALS PANEL MOUNTED e BEIIVEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL .~' T m _'_:~_.~»_~ ELECTRICAL CONTRACTOR TO PROVIDE SERVICE gSCONNECf WffH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODE. THE CONTROL PANEL SHALL BE SURABLY INSTALLED TO PREVENT CONTROL PANEL LAYOUT b CONNECTION POIM 'A' ORB CCB MB1 MB2 MCB ECB ~ O O INTERLOCK J ERA1 EIM2 AH E55 ALARM ANG RUN LIGHTS f0 (4) FLGT LIGHTS ENCE ARM ~59PC ° ° OR(GFl) ATS LEAB/IAC SELECTOR THREE PHASE WIRING DIAGRAM U-RED V-WHITE W-BLACK ON ALL N2 L% 12 % 5 71 F 7f y FlBERCU55 .F JUNCTION BOX W/AIUMINUN SUB A. ,.. PANEL ANB T31 ~1O" ~, Ew TERMINAL I S SHOWN OPEN FOR CIARRY FLOAT CONTROL CABLES ~I I I I` PUMP POWER CAB (2) 2' CONDUffS REQUIRED BY NEC (1) FLOAT CONTROL CABLE (1) PUMP POWER CABLE LEGEND AH AURM HORN AL AURM UGHf 1O GENERATOR RECEPTACLE FOR EMERGENCY ASB ALARM SILENCE BUTTON PONER CONNECTION WITH INTERLOCK ATS ALTERNATOR TEST SWTCH CCB CONTROL CIRCUR BREAKER © SURGE PROTECTION ANO LIGHTNING DR DUPLIX RECEPTACLE PROTECTION ON ALL INCOMING LEGS DRB DUPLEX RECEPTACLE BREAKER ECB EMERGENCY CIRCUR BREAKER ® PHASE PROTECTION SHALL BE PROVIDED EM ELAPSED TIME METER F FUSE PANEL NANUFACNRER SHALL BE A 'UL' LISTED SHOP. R FLASHER FS FLOAT SWITCH REGUUTOR) O TOR R EPTACLE W GRD HOA CR W HAND-OFF-AUTOMATIC SELECTOR U MB LIGHTNING ARRESTOR MOTOR BREAKER MCB MNN CIRCUR BREAKER qs 'uzmt OPUS LOAD Hroq RS Pf5 PUMP TERMINAL STRIP R RC REUY RUN CAPACITOR RD DISCHARGE REISfOR RL Rf5 PUMP RUN INOIGTORS NEGUUTOR TERMINAL STRIP SC STARE CAPACROR SR QSP TTS STARE REUY SURGE PROTECTOR THERMAL TERMINAL STRIP ~,,.«, C_1 p ~ 3 PRIVATE LIFT STATION DETAILS PANEL WIRING DIAGRAM urviH lcnus,mcwcwErei o n,. .~_.d. ` i~~•~`1 ~\ ~\``\~i (~ ..dH.m..~.rH. TYPICAL SINGLE HANDICAPPED STALL CxN ~`t4, R1 a vr,~ .~ w. ~ M ao ~- ~ ~.° ~~ ~H~~ ~~ -wrt YamW (pmwetr mp 'F{ ~mrtnm rw .LLB-~ mot' .. • to ~~ wrmi~m~ ~a _~III~I~.11- ;l. U TYPICAL HANDICAPPED SIGN DE4A~L ~' ~~-- ~~ 8 :,~,.,. ~.~,., ° ° --- _ n 55 4° 55 _ 55 _ Ss _ 55 _ 55 _ n _ n \ ~ ~~ ...., ~--_ ~--_~-- ~ ~, r ...n O ° O O Of _` _ O 0 p 0 o c ° ° o0 . ~ ~ ° ° o ° o ° °oc c c ° o o c o c o o ° °..~ ` t~ 7~' ° ° ,~~~' f O G C O O C O '~ 0 0 0 O O U O O U O O J C UO 0 O U ~ O II fII ~ eo o c o ~ ~ / o °°°° , >~ 1, ~.-- ~~ • O J O ~ 000 R... • 0 O ° / y C O. It' ~. s~ g,° ~ I ° ° ~rq i%I ~ I ~ ~ p!! ° R _ '?i EXISTING 8760AT SLIPS ° o ° I Il''/ 1 • C O 0 0 '^ J ° t~t Zy 1 ~.. ~...~ 0 j O t II1 , ? •PaHH~Ha Hd~ ~ V f , e a O~Hnce U U~ t ' ' a PoSEV~ A ~ ~ 'IF ~~ I ____ P'~§C2 O ~` bxa Y` ~ ~ ~i / /~ d /F ~~yy I ~ z Spy. ~--` Ho vu«w¢vsa try v ~ ~i I vu,Hwa vwE OEVrwruExr oH~rsicx ~_~ CLEARWATER BASIN MARINA ~~~ ~~~ ~-' SHEEI ' ^'~ i HEV V 1 3 ~- SIGNING AND MARKING PLAN w o m w I fT Ra A- S ~Rr~aw Eay~ Mofi 9L ]ba F,c -' PLAN VIEW ~~~, a ~ qtr. ° I v lw~ _ ~' - ...14/IPi~.. ,HMS I I 1 -: L i+ 4' L ~ -e'er S!P i ~• ~..~..~~~~.~ 6f`~' O° ... sT..E n~. ru in /r raoxesunzuw svuc~ I sL cw,os wrE 1+ E• ~~~~Fu SILT SCREEN EROSION COMROL DETAIL mEis TO n~saTwi sicu~i~RaE~i~auci.~urTar °~~ BEET C-12 3 ~,o ENVIRONMENTAL PLAN .P~~ 'WRu 1 nu."~~~la '~~ ~ .amr-• . e a ~ ° ti 4 ~,, ~ ~ . . ~. O .. w F •,/' €~~ 0' name. o a 9 ~ i ~ ~ P ~ .Y ~ I •~ ' ~ . eat•r..am 9 ~~:. t ..~ lie I [. V~^~ , • • I ~ . • 16 . _` ~ 1 • ~ a o n , 7 ~I~°l~ I S yf ~ ~ C --- E -- 't~B tx ~E~i~ jj f l~i Y~i ~ F -- i ~ ~ a~ .li f ~ 4 ~ i ~ l ;=9 1 11 B ' ~y e~~t~~~~a•~` !! _ ~ 23 e" o eg tlQ il C M F C4 ae 0 mow ~ m m r"~ I"n m i I . y~ ea ~ S ^~ i ~ Il o ' g~ a p m- a~a 4 S r~a~ m m c a t / <5~ _~ ' ~I ~~ 8 CDA COPLEY DESIGN ASSOCIATES, INC. Landscape Develo ment Pian " r~ ~ r. ~..n on... w. nm•o. ri•nr. auu. n,.,. m ro-•u• p Y LANDSCAPE ARCHITECTURE• SITE PLANNING •.o.~o w usa•• .a• u~•..•w u..... •..-n.•ww CLEARWATER BASIN MARINA gpp OSCEOLA AVENUE, CLEARWATFA,FLCRIDA •~~ to ~ _ HD u~uvm~som cpxI PPTH (CRl@~EO 1~ a Ff 5p ~. ..... ~'^r'~ „ y,T ~ x~i, r S ~ ~~ d . . IS ~ nk'/`16.N'\1'69i(A' _ _ _ -~ ~ 'tlV(/ 4 ~ 4g ~ ~ ' 3 ~ ~7TTT/T/ /7T~?ll/7T/77TT'TT/7l ,~ ~ ~ j t y g ~!~ -_ /~ ~ 5 ~ ~~ ~~s aMF]L.Y"l3141a' ~ \.n / I ' i ( \ ``_ i \ ~\\ I 7 ~ \~\`~ ~ - - ~ I ~ RP ~ ~ I ; % ~rl II 'I \ J ~~ \ ~ 1 r -- I ~ t a0 ~~ ~ ~ LMG C ~ z ~ Q 0 ~~~\~ ~" . ~\ ~ \~~ / ~ ~ ~ I ~ 5i ~ \ ~ I ~ ! F& I O d d Q ~,,~,!, ~ ~ 5 `EXISTING 87 BOAT SLIPS ~ - RE \~"~ ~ ~ ~~ 17 ~ ~.+D s~ 3 SP SP I ZP MUL RE , ~ SP ~ I II ~I~ * Q D. ~ ~ w Z Q G ~~` I J \ rG C~ 1s ,s ' LAM SJ ` MUL i I ~ N ~ 5 ~ ~~ \ ~ ~ ` c n.w` 2~~ LJ ~(II ~ \ zF . ~ I ~ r I t ao ZP I RP ~ ~y J p U 2fi e -__'I .~, _ R e ,v~sy \. ~ C;~CES ~ OV 1 ~ 1 L .,... 4 - ~--~ ~- DY _ _-- ~ ZP LMG I ~r $ Q ie S6 35 3 HD cE ~ SP f ~ y9T v -- - ,s RI Qi V: O X !/~ . .- y a3 w W F- n t r ' 's 9 MUL ~, ~ ~ / CES IZ IS / 50 mv~asuv.~an MF '~n2 19 HIB n` , \ a ZP RP_ 75 ~~ I LAM ~ w oc 31 CES UV t "Ea. 7 vmx~ua~ ! Z,LL ~~ ~ f Q°. FC F- _ V _ e a SB CES MUL ~ Z 9 CES ~ `\ ' HD NOP MUL MUL ?oar4 ES SJ OV HIB f a . ' f ~ cES . L 0.j O~ V x a Q` I 4+= = 0. <e ¢ =3 T~~s arw Plani Key Ec ° mmo~ xom, sw° comma, x~. R, 0 30 t/J !p / ~ f 1 ~ `~ LL = z ~ o v.w,„.. ~~ ~,,,,,,, a~,,. u ~ ~~~~~~ C0 ~ ,,,,`a,1, SEE SHEET p-1 FOR GENERAL N CETAILS AND PLANK MATERIALS OTES, SCHEDULE J~ No. zvma .:~ °.>~ a.<~a. ~ , ,~„ „„ SEE SHEE P-1 FOR l REE INVENT " .,~ ORY PINJ aeeer ~_~ ~. ~ ,-i. ~ ~ ~Y,....: f-- ~ _~,.,.,.. ~-.'~-- ,N C ~ p"~ ~ rvr~cen•' 'h.ll~ /~ e.v> ~ y tilNfilT, H s 'gym /~ / ~ b f y \, egg ` \ .~'~ ~/ ~~ 'fy ` ~ //l ~ I e / ~ ~/ / ~ / f / Y i ~~ ~ ~ ^~ C I 9k N / s yJ~ I ~ IV f1f.1]']fi"i'MIMI ~" y $ bA / ~ // ~. ~ / ~ ~ \ -~\ ~ / f. Y k,~ pp y ~tle nM.• _ 19EYYp Acnr R._.....__ _ ____... • •i c ~ ,. 3~ $ k \ ~ ~ a~~~~ a . 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Pi,ANN1N(i CLEARWATERBASINMARINA ~`°~"'°' 9(b OSCEOLA AVENUE, CLEPFWAiER, FLORIDA PIPE SIZJNG CHART o-s c=„ yr >"c >~PE 6_~a ~M ,7.- o~ P,Pr ~~zs cow '/K o~ P~~ ~~.S~P~ M z ~7~ aK o~PE tj ~ ae.~a. ~,~~ ,<.., <.,, ,<. .a,Ma< ~o,o ao.e..<, a,<,...~~ a,,,.. ~,d. ~,5 o A ~.e,<, Reap. ,..« a<,,.,~~,<~. '. ~ ~5 a,„,,, , w~ ,., "o~, .~~. P.oM<o, G~5 r A<~<.<,S a,<,~.~IXS~~o < a IRRIGATION SYSTEM<REOUIREMENTS'SauL M,.>:,r.~s.a<m~,,.e~.<,~<,<..,< ,.,m„"..,.,., «ew«~.a•.,a a"%~< ... ,~<,.«. L~..^s<mo.,~<«ero mom <5,ae.. ooe..5,~, <a~oya. o~~F. ~r ~~ o.,.,a ate:„~ /1 GEAR-DRIVEN HEAD DETAIL IRRIGATION SPRAY HEAD DETAIL GENERAL LANDSCAPE NOTES raga n „ ~ ~<:w~~„ ~. s.~,.,~ ..,,dr <o.~,~ 00.4 ~,~. .oro,o~~w Y 5s„a.s .,a %.~~.~<.om.,me,..~,..e.,.a~,~.<. `C ~ m<a~,~, ,~ d.~,~e~e<~,m«~.~ wewo-w ~o~ ."a o~~ ~ e irzn >m :wo ,~aKau P~.., ~a v.,,.a~~r. V<, o. a.,.~." „ ~.. ~"<,.,", (~ TREE PLANTING DETAIL ~~~°~ ~~m•I~. ,~,.o m~~ .,~a. ~ZTREEPROTECTIONDETAIL <.~, „„~,,,,m,Ma..,,,.,<,ro,.<.~Ma,.,m..~~..,e,~,~.U LANDSCAPE CALCULATIONS ~w~~~. I; <.... w ~ ~.WOUaPE .~. ~ a: ~~ ~ ~~~.A ~sE .wt. .,...o< L « "o ~. e .wc,pwEa aco _ z...~~ s.. „x . _..> s.. e~.~.w ., ~ ,, .aws, _ ~„a ss ~wha,~ ~.,.os .s "ago o" o~.,, "o. ~«~o"~ ~~~~ •~ ~"a~ z ens ~'xco arc mrr cEa .w sr or v<auicEO ~.osc.vc .aee, /1 SHRUB PLANTING DETAIL ~°"'°" "" ""`~ psi ~~ o,~ « K~~ Plant Materials Schedule omm~ "<m r(o ~ "<,. < m.. 48 OUR u", ' « v HEFORE YOU DIG ' 'C/+LL SUNSHINE" ' ~-800-432-4770 ~~~~ sP ~.,o o ~ „m,. o~ 5 _ ., PLANT KEY OV -~< <m~<o~~~e < coT~. s ao. z< "~ . z. ,< ,+ Q z~ ~~ ~ ~ ~ Z fL C a ~ Q ~ a~+ ~ ~ O W~ z Z Q a L ~ p C ~ O ~ U~ Ua z z v~ z ~~ la = O ~ e5 rn ". Qe ~ Cz7 € a - W E V o a ; V -~ ~e Li 0. v4 d5 /I--~I z V r- ~i j08 N0.29@4 I~ <e Fr, ~.aT PntM (caul-EOCa+aa~U 42 ...... \ `` ,~ z'~zw2-wv.az•n ~ ~I~'Y f~'~ i E ~ .~ ~sKn~3r~wc~ra• ~ ~ ~- - - '° - - - - -- --- - -- ~ u ®~ yy 3 5 ~' n a 4va s• at• cW ~ 33 \\ ~ ~ ~ R / ~ tp'2~ ~ 3ax:c ar ene ~ \ . / ~ I I ~ / ! i ~ ~ 39 i f` ~ ~b~ ' . tz~ .w I 36 39 M TREE INVENTORY mEES srzF__ sPECiES __._. __ _ z', iz' c t. cbppbge Pom (shoo pom<uP) a e m ~_'-~. SZE sPEaES ___.. s' cne < (Pr ) zo ebmmeefs Resf. xf<e cv~oP wmem 35 37 41 ~ 43 47 ~ I .i~ ; ~ z ie". v' ct rbp q vm ,s B o co Tr wmeoa T 40 ~ 49 ...• 50 1 ~_ l I /t ~~ a , i ct. Ca doge POm cb ' 2) 33 35 o 9 q 9 2< B c Cop em 3 5 t ~ ~ ~ a Ook f0ve .rae sa) 25 5 2 8 bs Yea -oee vc cn es tc e 3•. , . g . . 20" 6' <t. Coobbge Pom 35 , ------__ ~ ~ ----~_~__ 51 % ~ $3 h ' a z ects c x tl 9v xebx sv v ~ sage P y 3 Co^•meuts xo~eeq b/ trvcs 's f ., t9, B <.f Cup q cm 35 t2 t0 ct Cup <g Pm 3.5 t2 , 1 ct. 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P IP (use It) I0 Recommeua remove oot ma s .emo.e y o~ :rucf you ~„ H P C ~ - S,~S ~ ~ ~ ~ _ ~ ~! / v U a Q e w Li u ~ n, C<rnmentz sow cb y C P st ..t o ebb e a -a i0" Oveen Poem }0 ]aPNW lLl66t' ~ ~ ~ ~e [/,' 3.0 2J .Te < <eoboge POim ..om nls. a ee t0" WeenP o~m z s ~ ~~ ~ t® Q° za. ~t' Rvze.ova oeom ~~ov s~esool . o cbmmeets. o<pe.ova < .. zs : a rcc„ o) 3 a mm R et tr , , ~~\ R D i a ~ 7 20 ~ g- 23 29 ~ 31 29 Z 8 (/J e u' C ~ e s. es c,e o or ;° ~ 4 9 8 14 IB 19 ~ Ss r]d I.i 2s z~ mm<~te ~eoa:aoa'cbtlbmmbe, ~ 3 21 I ~~ 26 ~; ; __ r ~.. n. w om s o oPr sf,~D` e z < w ~ 3 5 6 10 13 Ib 17 25 54 I W o neacol uyrne (togerst oem e zs za. e ewPe II 12 IS 24 p"~ ~ ° ~ ebmmem.. Res<r,«ea <rbm. i zo . e c zs evmm ets. R<str~cua cP Pr. ~ V _ TREES ~' c.. 0 30 W tp ~ u C 1 z r ^ ~ / t w.A,.. o Q u„m,af,,, J08 N0.29024 a~ P e i a fi _~ ~~ G ~ _~. G. ~ ~I a+ f`\\ -- -- -- ~~ -.-=-_ ~---7 . I ~?, J II .~ d ~ I I I I II r~ I'°-7 II I I' ~.~,,~ ~I Y II III ' .. ~=~t.Ll_ '~. s*. y ~ . . I o j ~~ 0 c ~c~ a s ~ ~ ~ ~ ~~ o ~ 4 ~ ~ ~ v' r- \~~ Y i '°'° b ©~e. aw.mwwumfcn2rclw~wlyuc 2unamm~smrn _ PROPOSEUNAA'BORMASTER BU4DWG FOR r~ ® CLEARWATERBASINMARINA ~~ .~~ ~ ~ g ~~~ ® ~ o`enRwaet~ AIf81TEfTU1E ILANNING LLt m - ' ~ ~ Y BRORO WAY 9UITf 20 ,, FLOOR PLAN~AND PARFIAL 517E FLAN ~ R ~onloR Saeax .__l.a JI ~ g fR. T to>. ~ ,.. ; ....,.. .. „~..~ . m.. I b 4~ ~R ~~ ~~ Y~ ~}u' N I~ ,~U~f~ ~I~V~TlO',~l ~.~~'~.' ~d~o' (I'W' N~_ ry-Y urw M1cai )2 ~b` (14.b3' NtM:~ I~.v RE~sRA wm+ a w+v~ ~.ryccnuv !m+Eet ~n'~' (so'u~ ~ ~ W FBI" Gt.~/P~TIoN ;.~...a..~,.,~ ~~ " z • ~ s -' V1 ~ oo . ~~~ i- ~? o i~ i~ w ~a c a !~ ~ D D-2 F~~ ~~~~ ~- ~~•I-d N~Ti-~ ~-~/~Tiv~.l ~: V4'=P•d ~~w~