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FLD2008-08026, 210 DREW ST, October 21, 2008 FLD2008-08026 210 DREW ST DOWNTOWN BOAT SLIPS PLANNER OF RECORD: WW ATLAS # 286A ZONING: D LAND USE: CBD RECEIVED: 08/04/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet CDB Meeting Date: Case Number: Agenda Item: Owner/Applicant: Representative: Address: October 21. 2008 FLD2008-08026 E4 City of Clearwater Michael Ouillen. PE. City Engineering 210 Drew Street ,CITY OF CLEARWATER PL~GDEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit a marina for 127 slips in the Downtown (D) District with a reduction to the side (north) setback from 135.7 to 19 feet, a reduction to the side (south) setback from 135.7 to 7.67 feet and an increase to the maximum width from 75% of the lot width (1,017.7 feet) to 109.8% of the lot width (1,490 feet), under the provisions of Sections 2-903.H, 3-601.C.3 and 3-603. CURRENT ZONING: Downtown (D) and Preservation (P) Districts CURRENT FUTURE LAND Central Business District (CBD) Category USE CATEGORY: PROPERTY USE: Current Use: Coachman Park; Parking lots; Water Proposed Use: Marina for 127 slips EXISTING North: Downtown District SURROUNDING ZONING AND USES: South: Downtown District East: Downtown District Overnight accommodations (Sandcastle Resort) Attached dwellings (Pierce 100 Condos) Coachman Park, City Main Library, Stein Mart, Waters Edge, City Hall Water (Clearwater Harbor) West: Preservation District ANALYSIS: Site Location and Existing Conditions: The 23.96 acres is located along the Downtown Clearwater Harbor between Drew Street (north) and Pierce Street (south). The overall site is currently developed with the Coachman Park, City Main Library, Harborview Center, Stein Mart and City Hall. The proposed marina will utilize and make improvements to those areas of the subject property adjacent to or in Clearwater Harbor. The site has approximately 1,357 feet of waterfront frontage on Clearwater Harbor between the north and south property lines. There currently exists a public fishing pier on the north side of the project that will remain and be expanded as part of the marina. On the pilings of the old Memorial Causeway Bridge that was tom down, the City is constructing a Promenade that will stretch into the water approximately 200 feet and be adjacent to the dock in the North Basin. On March 13,2007, Clearwater voters approved a referendum providing for the construction of the proposed downtown boat slips for a maximum of 140 slips. Community Development Board - October 21,2008 FLD2008-08026 - Page 1 of 10 The upland area of the waterfront being improved as part of this application currently includes a small storage building on the north side at 210 Drew Street, two surface parking lots adjacent to the water (one under the Memorial Causeway Bridge and one north of Cleveland Street) and on-street parking areas along Drew and Cleveland Streets. Abutting on the north side of the subject property exists the Sandcastle Resort on the north side of Drew Street between S. Ft. Harrison Avenue and the water. The Pierce 100 Condominiums abut on the south side of the south boat slip basin. Development Proposal: The proposal is for a municipal marina, where the primary users will be the boaters who lease dock space, transient boaters visiting Clearwater, recreational boaters docking for events or activities in Coachman Park or downtown and the general public visiting the waterfront area. The development proposal consists of the construction of a marina consisting of a l27-slip, concrete floating dock system. A floating concrete structure was chosen for this project as being the most aesthetically pleasing, easiest to maintain and allowing the docks to rise and fall with the tides (greatly increasing their durability during storm events). The docks are designed to maximize views of the waterfront at both the pedestrian and bluff levels. No covered boatlifts, roof structures or vertical walls are proposed as part of this project. Due to FDOT requirements, no permanent slips can be situated under the new Memorial Causeway Bridge, which separates the marina into a North Basin and a South Basin. The North Basin will have 41 slips. The slips will be accessed by boaters on the north side close to the existing public fishing pier and will include an expanded public dock for fishing. Tenants and the public will access the dock in the North Basin adjacent to the Promenade. The South Basin will have 86 slips and boaters will access the slips on the south end on the west side of the Pierce 100 Condominiums. Tenants will access the dock at a point close to the north end of the southern parking lot (under the new Memorial Causeway Bridge). Boat slip lengths will range between 30 - 55 feet. The design of the docks in both the North and South Basins accommodates maintenance vessels for the bridge and a minimum 30-foot clearance around the bridge support columns and bases. The dock design in the North Basin also accommodates the Promenade, which is a separate City project constructing a pier approximately 200 feet out into Clearwater Harbor on the pilings of the old Memorial Causeway Bridge. On the outside (west side) of the docks in both the North and South Basins adjacent to the channel, as well as the south side of the dock in the North Basin adjacent to the new Memorial Causeway Bridge, the docks accommodate the transient side tie of boats up to 25 feet in width and 100 feet in length or larger for persons traveling up and down the coast (staying for a few days or a week) or for boaters attending events or activities in Coachman Park or the downtown. Boats moored at these transient side ties will be sufficiently set back from the centerline of the channel of the Intracoastal Waterway so as to not impact the safety or navigation of boats in the channel or at the side ties. The outside (west side) of the docks, as well as the ends of docks, is designed as wave attenuators to reduce wave impacts on boats moored in the slips. In the North Basin, the existing public fishing pier will be extended to provide wave attenuation and be linked to the dock on the south side for the protection of sea grasses adjacent to the seawall. The docks in the North Basin will also provide for a ferry landing, although the exact location has not yet been determined. The ferry landing can provide a pre-arranged place of loading or off-loading of customers boarding commercial boats or water taxis between the mainland and the beach. Such allowance would allow commercial vessels where their base operation is somewhere other than this marina to pick up or drop off customers lessening parking demands on Clearwater Beach. Sea grasses in the South Basin will also be protected from boat encroachment by a floating boat barrier between the seawall adjacent to the Pierce 100 Condominiums and Dock D, the easternmost dock in the South Basin. The proposal contains three primary components: (1) the floating docks and wave attenuators, (2) the renovation and expansion of the existing building at the north end for a harbor master office and (3) upland parking improvements including a drop-off area for boaters or persons accessing the ferry, enhanced landscaping, sidewalks and public art. The docks and wave attenuators have been discussed Community Development Board - October 21, 2008 FLD2008-08026 - Page 2 of 10 above. The existing building on the north end at Drew Street will be renovated and expanded toward the south to provide for a harbor master's office, as well as providing restrooms, showers and laundry facilities for persons using the docks in the existing portion of the structure. The building will be made handicap accessible. A new blue, standing seam metal roof will be added, including additional gables on the east and west sides for visual interest. The building will be finished with gray cement plank or similar siding and white trim. The upland improvements will upgrade existing conditions along the waterfront. Based on a parking ratio of one parking space per two slips and 127 proposed slips, a total of 64 parking spaces are required for this marina. There are two existing parking lots that will be upgraded to provide parking for the marina. . The northern parking lot is adjacent to the water just north of Cleveland Street and will provide 20 parking spaces. futerior landscape islands will be added, the edges of the pavement curbed, a new sidewalk constructed adjacent to the seawall and the parking lot landscaped. The southern parking lot, located under the new Memorial Causeway Bridge and adjacent to the water, is accessed from Pierce Street and will provide 46 parking spaces. futerior landscaping will be added, primarily defining drive aisles around the bridge support column, the edges of the pavement curbed, a new sidewalk constructed adjacent to the seawall and the parking lot landscaped. Sidewalks along the seawall adjacent to these two parking lots will be wider than normal and will be raised to act as wheel stops for vehicles. These two parking lots combined provide the minimum parking required for the proposed marina. However, on-street parking along Cleveland Street west of the driveway entrance to the Harborview Center/Stein Mart and along Drew Street between Cleveland Street and the driveway to the Sandcastle Resort will be upgraded with bulb-out landscape islands to define parking space rows. After the completion of the improvements, there will be a total of 59 on-street parking spaces within the area of construction mentioned. Crosswalks to the parking lot at the Harborview Center/Stein Mart and to Coachman Park will be constructed. The median at the intersection of Cleveland and Drew Streets will be landscaped. Drop off areas will be constructed within the streets at the end of Cleveland Street and at the harbor master building for persons accessing the ferry or for dropping off gear and persons for the slips. Large paved areas adjacent to the proposed harbor master building will be removed and landscaped. A new trash enclosure will be constructed adjacent to the harbor master building. The areas along Cleveland and Drew Streets will be landscaped, as well as new lighting installed. Fire hydrants and fire risers will be installed for fire protection purposes for boats moored at the docks. A marina is subject to the relevant review criteria of 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, with the exception of its proximity to Clearwater Harbor grass beds. Sea grass beds were mapped prior to the dock design phase. The proposed docks in both the North and South Basins have been located in a manner to avoid any sea grasses. There are no residentially zoned properties adjacent to the proposed dock (adjacent properties are zoned Downtown District). No commercial activities will be permitted in the leased slips. Living aboard non-transient vessels will be prohibited. Private tenants (those who lease slips) may be permitted to stay aboard a total of eight nights a month, so that they may enjoy the benefit of using their vessel during select weekends or when in conjunction with a family vacation or holiday. Transient guests (those that travel from marina to marina much like those that travel in a recreational vehicle from RV park to RV park) will be permitted to stay aboard their vessels while visiting Clearwater (an average stay of three days at the Beach Marina). There will be no fueling facilities, boat launching or dry storage of boats at this marina. Sewage pump-out facilities are proposed in both the North and South Basins, but such facilities will be a vacuum system linked to the upland sewer system so that there will be no holding tanks located over water. The proposed harbor master building on the north side complies with the Downtown Design Guidelines. Other than the small dock for the Pierce 100 Condominium, there are no other docks in close proximity to the proposed project. The proposal has been sensitively designed at an appropriate scale, character and intensity to complement neighborhood residential, commercial and recreational uses proximate to the Community Development Board - October 21, 2008 FLD2008-08026 - Page 3 of 10 site. This municipal marina, as approved by the voters in 2007, is envisioned as another catalytic project contributing to the redevelopment of the downtown. The upscale design of the docks and the proposed parking, roadway, public art and landscaping will ensure the project is in harmony with the neighborhood. Since there are no other docks in close proximity (other than the small dock for the Pierce 100 Condominiums), there is no established dock pattern to be compatible with and there are no other marinas in close proximity. The proposed dock has been designed to be sufficiently set back from the centerline of the channel of the Intracoastal Waterway to not have any detrimental effects on the use of the adjacent waters for navigation, while still allowing for the side tie of vessels on the outside of the wave attenuators, as established by the US Army Corps of Engineers. The channel is well marked and a slow speed minimum wake zone is in place between Pierce 100 and the Seminole Boat Launch Ramp to maximize boater safety. Access to the docks is limited to three points to also maximize boater safety. Existing sea grasses are currently unprotected from boaters entering the area. The proposal will restrict access to these sea grass beds, thereby protecting them from boaters through the pedestrian dock paralleling the seawall in the North Basin and a floating boat barrier in the South Basin. While manatees frequent the area, it is not expected that the addition ofthe marina will increase the threat to manatees. A manatee protection plan will be required as part of the State and/or Federal permitting process. The proposed marina will not adversely impact marine resources found along the seawall and underneath the public fishing dock. Water depths beneath the proposed boat slips range from approximately five feet to approximately 16 feet. The water depth under Dock D in the South Basin is the shallowest at 4.9 feet at mean low tide, which provides more than the one-foot clearance distance between the bottom of the vessel and the bottom of the water body at mean low tide. These slips in Dock D have been designed to accommodate the smallest vessels with the least draft, which is sufficient to not adversely impact bottomlands. The docks as designed will not cause erosion to bottomlands by vessels utilizing this facility. The City will be seeking a Florida Clean Marina designation, which is voluntary non-regulated program designation for the facility that acknowledges and rewards environmentally conscious marina facilities. There will be no material adverse impact on wildlife, marine life and other natural resources. There are no beaches proximate to the site and additional protection to the existing seawalls is anticipated as part of the project design. The layout of the slips, docks and pedestrian walkways, coupled with the proposed Clean Marina designation and compliance with County, State and Federal permitting requirements, serve to ensure the proposed facility will not have adverse impacts on the habitats listed in Section 3-601.C.3.f.ii. There are no upland habitats of significance impacted by the project. Servicing of boats will be limited to routine maintenance and minor repairs necessary for the preservation and seaworthiness of the vessel that respect boats moored in other slips, much as is permitted at the Beach Marina, and will be monitored by the Harbor Master staff. Such routine maintenance and minor repairs include, but may not be limited to, mechanical adjustment, minor painting, leak seals and rot prevention. Major repairs would require the boat to be brought to appropriate off-site repair facilities. Servicing of boats allowed at this facility will be limited to the hours between 6:00 am to 9:00 pm. The City's Harbor Master has determined the proposed marina will pose no hazard or obstruction to navigation. Trash receptacles are being provided on the upland at both the North and South Basins to allow boaters to dispose of trash when leaving their vessels. Trash from these receptacles will be placed by City personnel in the trash dumpster proposed to be located next to the harbor master building on the north end. In the event of a spill, the City has a containment process utilizing absorbent booms and pads to contain the spills. Requirements of the Pinellas County Inland Navigation Control Authority, Florida Department of Environmental Protection and the US Army Corps of Engineers are more stringent than City regulations and these docks are subject to these more stringent regulations. The marina project represents an appropriate addition to the waterfront and complements the downtown redevelopment plan and neighboring properties. The scale and coverage of the proposed marina is appropriate for this location, as it has been designed to fit into the existing basin. The marina will not Community Development Board - October 21, 2008 FLD2008-08026 - Page 4 of 10 hinder or discourage the appropriate development/redevelopment of adjacent properties. Moreover, the Harborview Center and Coachman Park will likely be redeveloped and improved as part of the City's ongoing downtown and waterfront redevelopment efforts. The marina is a key component of this redevelopment effort and will enhance recreational and pedestrian opportunities along the waterfront for permanent residents and tourists visiting the area. The boat slips and upland improvements will improve safety aspects along the waterfront. On-street parking areas will be enhanced with landscaping, as well as two off-street parking lots, and sidewalk and crosswalk improvements will significantly upgrade traffic circulation for vehicles as well as pedestrians. The community character of the area will be clearly enhanced through this waterfront improvement project. The marina will be staffed 24 hours a day, seven days a week and the marina will be monitored by a security camera system. Staffing will consist of a dock master office staff manned by a Marine Department personnel worker from 6:30 am to 9:00 pm, and a Police Aide Security Guard from 9:00 pm to 6:30 am. Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the subj ect property. COMPLIANCE WITH STANDARDS: With regards to setbacks, the dimensional standards criteria set forth in Section 3-60 I.C.3.h of the Community Development Code state that docks shall be located no closer to any property line as extended into the water than the distance equivalent to ten percent of the width of the waterfront property line. The width of the waterfront property line is 1,357 feet; therefore the proposed dock must be set back from the east and west property lines a minimum of 135.7 feet. The proposal includes a deviation to reduce the setback of the docks in both the North and South Basins below that required. The existing public fishing dock is set back from the extended north property line 19 feet. A wave attenuator extension to the west of the existing dock, which also provides access to the expanded public fishing pier to the south protecting the sea grasses adjacent to the seawall, will be set back approximately 66 feet. The closest portion of the proposed dock that will have boat slips is approximately 200 feet from the extended north property line, exceeding the minimum setback of 135.7 feet. There is no existing dock at the Sandcast1e Resort north of this existing public fishing dock. There will be no navigation issues with the docks in the North Basin in regard to adjacent property. The Dock A in the South Basin is proposed at a minimum setback of 7.67 feet to the extended south property line (adjacent to the Pierce 100 Condominiums). Other portions of the proposed dock in the South Basin are setback from the seawall along the south property line much greater, but still less than the required setback (Dock B - 81.67 feet; Dock C - 84.5 feet; and Dock D - 68 feet). The Pierce 100 Condominium property juts out into the water, helping to form the South Basin. There is an existing, relatively small dock for the Pierce 100 Condominium located close to the southern portion of the west side of the property, providing slips oriented north/south. The design of the docks in the South Basin has attempted to minimize wave action into the marina for the protection of the moored boats, which represents a primary need for a setback reduction from the south property line extended. There are no navigation issues with the proposed docks in the South Basin in regard to the adjacent property. With regards to length, the dimensional standards criteria set forth in Section 3-601.C.3.h of the Community Development Code state that commercial docks shall not extend from the mean high water line or seawall of the subject property more than 75 percent of the width of the subject property as measured along the waterfront property line; thus the length of the dock cannot exceed 1,017.75 feet. As proposed, the dock has a maximum length of 685 feet from the southeast comer of the east seawall to the western edge of the proposed dock in the South Basin. This dimension diminishes as it moves to the southwest in the South Basin and diminishes as it moves northward through the North Basin. The proposal is less than and therefore meets the maximum allowable length of the docks. The same threshold in Section 3-601.C.3.h that applies to length also applies to width; therefore the width of the proposed dock cannot exceed 1,017.75 feet. The dock has a proposed width of 1,490 feet, measured Community Development Board - October 21,2008 FLD2008-08026 - Page 5 of 10 from the northern edge of the existing public fishing pier in the North Basin to the southern edge of the dock in the South Basin. The proposal includes a deviation to increase the dock width from the maximum 75 percent to 109.8 percent of the lot width. This 1,490-foot dimension includes approximately a 55-foot distance of blank area on the north side due to the angle of the western edge of the proposed dock with the northern edge of the existing public fishing pier, approximately a 230-foot distance between the docks in the North and South Basins where the new Memorial Causeway Bridge is located and approximately 115 feet between the wave attenuator extension to the public fishing dock on the north side and the northern edge of the proposed dock providing for water access to the docks in the North Basin. When these other distances are taken into account, the width is 1,090 feet (representing a modest increase of approximately 72 feet, given the size of the property). The following table depicts the development proposals consistency with the standards and criteria as per Section 3-601.C.3.h of the Community Development Code: Standard 10% ofthe width of the subject property (135.7 feet) 75% of the width ofthe subject property (1,017.75 feet) 75% of the width of the subject ro e 1,017.75 feet Pro osed North: 19 feet (to existing dock) South: 7.67 feet 687 feet maximum from seawall Consistent Xl Xl Xl Inconsistent I ,490 feet Xl See Analysis for discussion of consistency/inconsistency COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-903.H of the Community Development Code (Marinas): Consistent Inconsistent 1. The parcel proposed for development is not located in areas identified in the Xl 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 Xl 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 Xl in Division 5 of Article 3. 4. All marina facilities shall comply with the commercial dock requirements set forth Xl in Section 3-60I.C.3 and the marina and marina facilities requirements set forth in Section 3-603. See AnalYSIS for diSCUSSIon of consistency/inconsistency. Community Development Board - October 21, 2008 FLD2008-08026 - Page 6 of 10 COMPLIANCE WITH FLEXIBILITY CRITERIA FOR COMMERCIAL DOCKS (SECTION 3- 601.C.3.a-l!:): The development proposal has been found to be consistent with the criteria for commercial docks. Specific responses to each of these criteria have been provided by the applicant and are included with their application. The individual criteria for commercial docks are set forth in the following table: 1. The proposed dock shall be subordinate to and contribute to the comfort, convenience or necessities of the users or the occupants of the principal use of the property. 2. The proposed dock shall be in harmony with the scale and character of adjacent properties and the neighborhood in general. 3. The proposed dock shall be compatible with dock patterns in the general vicinity. 4. Impacts on Existing Water Recreation Activities. The use of the proposed dock shall not adversely impact the health, safety or well being of persons currently using the adjacent waterways for recreational and/or commercial uses. Furthermore, it shall not hinder or discourage the existing uses of the adjacent waterway by uses including but not limited to non-motorized boats and motorized boats. 5. Impacts on Navigation. The existence and use of the proposed dock shall not have a detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. 6. Docks shall be sited to ensure that boat access routes avoid injury to marine grassbeds or other aquatic resources in the surrounding areas. 7. Docks shall not have an adverse impact upon natural marine habitats, grass flats suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. 8. All turning basin, access channels, boat mooring areas and any other area associated with a dock shall have adequate circulation and existing water depths to ensure that a minimum of a one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the water body at mean or ordinary low water (-0.95 NGVD datum). 9. The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement of water quality in the area in which the dock is proposed to be located. 10. The dock shall not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest. 11. The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the City; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries. 12. Impacts on Wetlands HabitatlUplands. The dock shall not have a material adverse Xl affect upon the uplands surrounding. See Analysis for discussion of consistency/inconsistency. Community Development Board - October 21, 2008 FLD2008-08026 - Page 7 of 10 Consistent Xl Inconsistent Xl Xl Xl Xl Xl Xl Xl Xl Xl Xl 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 Xl Inconsistent 1. All proposed activities including, but not limited to, fueling, pumping-out, chartering, living-aboard, launching, dty 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 Xl 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 Xl city harbormaster. 5. The marina shall not adversely affect the environment, including both onshore and Xl offshore natural resources. 6. Adequate sanitary facilities shall be provided landside and a sanitary pump-out station Xl 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 Xl be posted to control boat speed for manatee protection. 8. Adequate spill containment areas shall be provided on the property. Xl 9. Design of the marina shall maintain existing tidal flushing and aquatic circulation Xl patterns. 10. In the event of conflict between these standards and federal or state law or rules, the Xl federal or state law or rules shall apply to the extent that these standards have been preempted; otherwise, the more stringent regulations shall apply. See Analysis for discussion of consistency/inconsistency. COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3-913.A of the Community Development Code: 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. 2. The proposed development will not hinder or discourage development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity. 6. See Analysis for discussion of consistency/inconsistency. Community Development Board - October 21, 2008 FLD2008-08026 - Page 8 of 10 Consistent Xl Inconsistent Xl Xl Xl Xl Xl SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of September 4, 2008, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 23.96 acres is located along the Downtown Clearwater Harbor between Drew Street (north) and Pierce Street (south). The overall site is currently developed with the Coachman Park, City Main Library, Harborview Center, Stein Mart and City Hall. The proposed marina will utilize and make improvements to those areas of the subject property adjacent to or in Clearwater Harbor; 2. That there currently exists a public fishing pier on the north side of the project that will remain and be expanded as part of the marina; 3. That on March 13,2007, Clearwater voters approved a referendum providing for the construction of the proposed downtown boat slips for a maximum of 140 slips; 4. That the site has approximately 1,357 feet of waterfront frontage on Clearwater Harbor between the north and south property lines; 5. That the development proposal consists of the construction of a municipal marina consisting of a 127-s1ip concrete floating dock system, with 41 slips in the North Basin and 86 slips in the South Basin; 6. That the design of the docks in both the North and South Basins accommodates maintenance vessels for the bridge and a minimum 30-foot clearance around the bridge support columns and bases; 7. That on the outside (west side) of the docks in both the North and South Basins adjacent to the channel, as well as the south side of the dock in the North Basin adjacent to the new Memorial Causeway Bridge, the docks accommodate the transient side tie of boats up to 25 feet in width and 100 feet in length or larger for persons traveling up and down the coast (staying for a few days or a week) or for boaters attending events or activities in Coachman Park or the downtown; 8. That boats moored at these transient side ties will be sufficiently set back from the centerline of the channel of the Intracoastal Waterway so as to not impact the safety or navigation of boats in the channel or at the side ties; 9. That the outside (west side) of the docks, as well as the ends of docks, is designed as wave attenuators to reduce wave impacts on boats moored in the slips; 10. That the existing building on the north end at Drew Street will be renovated and expanded toward the south to provide for a harbor master's office, as well as providing restrooms, showers and laundry facilities for persons using the docks in the existing portion of the structure; 11. That based on a parking ratio of one parking space per two slips and 127 proposed slips, a total of 64 parking spaces are required for this marina; 12. That two existing parking lots that will be upgraded to provide parking for the marina. The northern parking lot will have 20 parking spaces, while the southern parking lot will have 46 parking spaces. An additional 59 on-street parking spaces along Cleveland Street and Drew Street proximate to the marina will also be upgraded as part ofthis project; 13. That there are no properties zoned residentially adjacent to the proposed dock (adjacent properties are zoned Downtown District); 14. That the proposed dock meets the required length criteria of the Code; 15. That the proposal includes a deviation to reduce the side (north) setback from 135.7 to 19 feet and to reduce the side (south) setback from 135.7 to 7.67 feet; 16. That the proposal includes a deviation to increase the maximum width from 75% of the lot width (1,017.7 feet) to 109.8% of the lot width (1,490 feet); Connnunity Development Board - October 21, 2008 FLD2008-08026 - Page 9 of 10 17. That water depths beneath the proposed boat slips range from approximately five feet to approximately 16 feet, providing more than the one-foot clearance distance between the bottom of the vessel and the bottom of the water body at mean low tide; and 18. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That on March 13, 2007, Clearwater voters approved a referendum providing for the construction of the proposed downtown boat slips for a maximum of 140 slips; 2. That the development proposal is' consistent with the Flexibility criteria as per Section 2-903.H of the Community Development Code (Marinas); 3. That the development proposal is consistent with the commercial dock review criteria as per Section 3-601.C.3 of the Community Development Code; 4. That the development 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 consistent with the General Applicability criteria as per Section 3- 913.A of the Community Development Code. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application to permit a marina for 127 slips in the Downtown (D) District with a reduction to the side (north) setback from 135.7 to 19 feet, a reduction to the side (south) setback from 135.7 to 7.67 feet and an increase to the maximum width from 75% of the lot width (1,017.7 feet) to 109.8% of the lot width (1,490 feet), under the provisions of Sections 2-903.H, 3-601.C.3 and 3-603, with the following conditions: Conditions of Approval: 1. That living aboard non-transient vessels be prohibited, except as may be allowed for private tenants under the Private Docking Permit; 2. That there be no fueling facilities at this marina; 3. That no private tenants conduct any commercial business from any slip at this marina; 4. That ferry service may be permitted, with written prior permission from the City Manager or designee, to allow commercial vessels with a base operation in another location other than this marina to pick up and/or drop off customers at this marina; 5. That major servicing of vessels be prohibited, but permissible servicing of vessels be limited to routine maintenance and minor repairs necessary for the preservation and seaworthiness of the vessel, as determined by the Harbor Master; 6. That signage be permanently installed on the docks or at the entrance to the docks containing wording warning boaters of the existence of protected sea grasses and manatees in the vicinity; 7. That a copy of the SWFWMD and/or FDEP Permit and Corps of Engineer's Permit, if applicable, be submitted to the Planning Department prior to commencement of construction; and 8. That, prior to the issuance of any permit, compliance with all requirements of General Engineering, Traffic Engineering and Stormwater Engineering be met; and 9. That the Public Art and Design Impact Fee be due on this project, pending transfer of impact fee funds. Prepared by Planning Department Staff: Wayne ATI ACHMENTS: * Location Map * Aerial Map * Existing Surrounding Uses Map * Zonin Map * Photographs of Site and Vicinity S:\Planning DepartmentlC D BIFLEX (FLD)\Pending caseslUp for the next CDBIDrew 0210 City Downtown Boat Docks.Marina (D) _ 10.21.08 CDB - WWlDrew 0210 StafJReport.doc Community Development Board - October 21, 2008 FLD2008-08026 - Page 10 of 10 Wayne M. Wells, AICP 100 South Myrtle Avenue, Clearwater, FL 33756 Phone: 727-562-45041 Email: wavne.wells(tV.mvclearwater.com PROFESSIONAL EXPERIENCE · Planner ill Planning Department, City of Clearwater, FL November 2001 to Present As part of the Development Review Division, prepared and presented staff reports for Flexible Standard Development (staff-level cases), Flexible Development (public hearing cases) and Plats before the Development Review Committee and the Community Development Board and Development Agreements before the City Council; Reviewed building permits for Code conformance; Prepared and/or assisted preparation of Code amendments; Provided public information (via telephone, mail, email, zoning counter or predevelopment meetings). · Zoning Coordinator Zoning Division, City of Pinellas Park, FL March 1989 to November 2001 Acting Zoning Director; Represented the Zoning Division on cases and issues before the City Council, Community Redevelopment Agency, Planning and Zoning Commission, Board of Adjustment and outside agencies; Prepared and presented staff reports for land use plan amendments, rezoned, planned unit developments, conditional uses, variances and site plans; Reviewed final site plans and building permits for Code conformance; Prepared and/or assisted preparation of Code amendments; Provided public information (via telephone, mail, zoning counter or pre development meetings). · Program Manager, Zoning Branch Manatee County Dept. of Planning and Development, Bradenton, FL June 1984 to March 1989 Trained and supervised three employees; Prepared and presented variances and appeals to the Board of Zoning Appeals; Coordinated final site plan and building permit review for Code conformance; Assisted in preparation of Code amendments; Provided public information (via telephone, mail, zoning counter or pre development meetings). Interim Code Enforcement Manager- Managed the Code Enforcement Section; Supervised six employees; Prosecuted cases before the Code Enforcement Board; Investigated and prepared cases of alleged violations of land use and building codes. Planner II, Current Planning Section - Prepared and presented staff reports for rezones, planned developments, special permits, plats and mobile home parks to Planning Commission and Board of County Commissioners; Reviewed final site plans and building permits for Code enforcement; Assisted in preparation of Code amendments; Provided public information (via telephone, mail, zoning counter or predevelopment meetings). · Planner I Alachua County Dept. of Planning and Development, Gainesville, FL June 1980 to June 1984 Prepared and presented staff reports for rezones and special permits to Planning Commission and Board of County Commissioners; Reviewed site plans and plats for Code conformance; Assisted in preparation of Code amendments; Provided public information (via telephone, mail, zoning counter or predevelopment meetings). Intern - Compiled and coordinated the Alachua County Information and Data Book; Drafted ordinance revisions; General research. · Graduate Assistant University of Florida Dept. of Urban and Regional Planning, Gainesville, FL 1979 to 1981 Coordinated downtown study for Mayo, FL; Coordinated graphics for Jefferson County Comprehensive Plan. · Planning Technician Planning Division, City ofSt. Petersburg, FL 1977 to 1979 Prepared primarily graphics, for- both publication and presentation; Division photographer for 1 Yz years; Worked on historic survey and report. EDUCATION Master of Arts in Urban and Regional Planning (Degree not conferred; course work completed, thesis not completed), University of Florida, 1981 Bachelor of Design in Architecture, University of Florida, 1976 LICENSES & CERTIFICATES American Institute of Certified Planners American Planning Association, Suncoast Section FLD2008-08026 210 DREW ST DOWNTOWN BOAT SLIPS PLANNER OF RECORD: WW ATLAS # 286A ZONING: D LAND USE: CBD RECEIVED: 08/04/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CL WCoverSheet Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: .. Clearwater o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets o SUBMIT FIRE PRELlMARY SITE PLAN: $200.00 o SUBMIT APPLICATION FEE $ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION (Revised 07/11/2008) ~PLEASE TYPE OR PRINT~ A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: City of Clearwater MAILING ADDRESS: 100 South Myrtle Avenue, Clearwater, FL 33756 PHONE NUMBER: 727-562-4747 FAX NUMBER: 727-562-4755 CELL NUMBER: EMAIL: PROPERTY OWNER(S): City of Clearwater List ALL owners on the deed AGENT NAME: Michael Quillen, PE, City Engineer MAILING ADDRESS: 100 South Myrtle Avenue, Clearwater, FL 33756 PHONE NUMBER: 727-562-4747 FAX NUMBER: 727-562-4755 CELL NUMBER: EMAIL: michael.ouillen@mvclearwater.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Downtown Boat Slips PROJECT V ALUA TION: $ 12,600,000 STREET ADDRESS 210 Drew Street, Clearwater, FL 33756 PARCEL NUMBER(S): 16-29-1500000-210-0110; 15-00000-210-0100; 15-43956-000-0010; 15-76482-002-0010; 15-20358-001-0040 PARCEL SIZE (acres): 23 96 PARCEL SIZE (square feet): 10,436,976 LEGAL DESCRIPTION: See Attachment PROPOSED USE(S): Marina DESCRIPTION OF REQUEST: Approval of commercial docks including a reduction to the side (north) Specifically identify the request setback from 136 feet to 19 feet, a reduction to the side (south) setback (include number of units or square footage of non-residential use and all from 136 feet to 8 feet and deviation from the width dimensional standard requested code deviations; e.g. (section 3 601. c . 3 . h . i i i) bv 4 73 feet. reduction in required number of parking spaces, specific use, etc.) C;IDocuments and Setlingslderek.fergusonlDesktoplplanning dept fonns 0708IFlexible Development (FLD) 2008 07-11.doc Page I of7 DOES 'THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO ~ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) o SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) o Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Please Refer to Attachment 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Please Refer to Attachment 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Please Refer to Attachment 4. The proposed development is designed to minimize traffic congestion. Please Refer to Attachment 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Please Refer to Attachment 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Please Refer to Attachment C:IDocuments and Settingslderek.fergusonlDesktoplplanning dept forms 07081Flexible Development (FLD) 2008 07-11.doc Page 2 of7 WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) o 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: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) D 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. D If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. D D D D D D D D At a minimum, the STORMWATER PLAN shall include the following; Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Signature and seal of Florida Registered Professional Engineer on all plans and calculations. D 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 D ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): (FDEP permit exemption received for upland improvements) N / A 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 N/A 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) o SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; D 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; o TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. o LOCATION MAP OF THE PROPERTY; D 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; D GRADING PLAN, as applicable; D PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); D COpy OF RECORDED PLAT, as applicable; C:IDocuments and Sellingslderek.fergusonlDesktoplplanning dept forms 07081Flexible Development (FLD) 2008 07-11.doc Page 3 of7 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) o SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; 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; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(0)(1) and Index #701}; Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor 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 floor is required for any parking garage requiring a Level Two approval. o SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (FAR.) for all nonresidential uses. o REDUCED COLOR SITE PLAN to scale (8 Y, X 11); o FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; C:IDocuments and Settingslderek.fergusonlDesktoplplanning depl forms 07081Flexible Development (FLD) 2008 07-11.doc Page 4 of7 H. LANDSOAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) o LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. o REDUCED COLOR LANDSCAPE PLAN to scale (8 Y. X 11 ); o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) o BUILDING ELEVATION DRAWINGS - with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; Ila REDUCED BUILDING ELEVATIONS - same as above to scale on 8 Y. X 11. J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) o All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. o All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) o Comprehensive Sign Program application, as applicable (separate application and fee required). o Reduced signage proposal (8 Y. X 11) (color), if submitting Comprehensive Sign Program application. C:IDocuments and Settingslderek.fergusonlDesktoplplanning dept forms 0708IFlexible Development (FLD) 2008 07-11.doc Page 5 of7 K. TRAFFIC! IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) o Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. o 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 tuming 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 CALCULATIONSI 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. If 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. o Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow CalculationslWater Study is included. Fire Flow CalculationslWater Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONSI 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 representatives to visit and photograph the property described in this application. STATE OF FLORIDA, COUNTY OF PINELLAS Swom to and subscribed before me this _ day of , A.D. 20 to me and/or by , who is personally known has produced as identification. Notary public, My commission expires: Signature of property owner or representative C:IDocuments and Sellingslderek.fergusonlDesktoplplanning dept forms 07081Flexible Development (FLD) 2008 07-11.doc Page 60f7 . . N. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed - PRINT full names: City of Clearwater 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 210 Drew Street Cleary;rClteI~ FL. 33756 3. That this property constitutes the property for which a request for a: (describe request) Downtown Boat Slips 4 That the undersigned (has/have) appointed and (does/do) appoint: Wade Trim as (his/their) 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/we.), the un~rs~~hority, hereb~certify that the foregoing is true and correct. -~~.( \ . . pro;e~ Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the un~ersigned, an officer duly commissioned by the laws of the State of Florida, on this is' day of 5cp-f. ~. g- personally appeared tn \ Ke- QV\'UJen who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. EDWARD CHESNEY, JR. MY COMMISSION # DO 44n02 EXPIRES: November 3, 2009 Bonded Thru NoIary PIilIic UndelWlll8t1 ~qjJ ~~ Notary Public Si~re My Commission Expires: N oJ, :5 i Z:C; t) Cj Notary Seal/Stamp C:IDocuments and SettingslderekJerguson\Desktoplplanning dept forms 07081Flexible Standard Development (FLS) 2008 07 -11.doc Page 7 of7 Flexible Development Application Clearwater Downtown Boat Slips & Upland Improvements Prepared By: City of Clearwater 100 S. Myrtle Avenue Clearwater, FL 33756 727-562-4747 September 12, 2008 Table of Contents 1. Flexible Development Application Form 2. Project Description 3. Compliance with Downtown (D) District (Section 2-903.H) 4. Compliance with Section 3-601. Docks (3, a-g) 5. Compliance with Section 3-603. Marinas and Marina Facilities 6. Project Drawings/Graphic Renderings . Boat Slips . Restroom/Laundry/Dockmaster Building . Upland Improvements ., FLEXIBLE DEVELOPMENT APPLICATION APPLICANT RESPONSES Section D. Written Submittal Requirements (Code Section 3-19.A) 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: Comment: The boat slips have been designed to fit into the existing basin generally located between the Pierce 100 Condominiums and the existing City owned dock located at the end of Drew Street, north and south of the new Memorial Causeway Bridge and west of the existing channel. The marina project as proposed represents an appropriate addition to the waterfront and complements the downtown redevelopment plan and neighboring properties. The scale and coverage of the docks is appropriate for this location. No new structures are proposed on the lands ide portion of the project other than the renovation of the existing structure at the end of Drew Street. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Comment: The only properties directly abutting the proposed boat slips are the Pierce 100 Condominiums on the south and the City-owned Harborview Center and Coachman Park on the east, and Church of Scientology property on the north. The Pierce 100 Condominiums are fully developed. The location of the boat slips in proximity to this high rise structure will not discourage the redevelopment should it ever occur. The Harborview Center and Coachman Park will likely be improved as part of the City's ongoing downtown and waterfront redevelopment efforts with the boat slips enhancing this ongoing redevelopment program. The proposed boat slips are a key component of this redevelopment plan and provide enhanced recreational and pedestrian opportunities along the currently underutilized waterfront. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Comment: This project is part of a comprehensive strategy to protect, preserve and promote public access and activity on Clearwater's waterways and waterfront. The boat slips and upland improvements will positively affect the downtown neighborhood by providing additional recreational and pedestrian opportunities for permanent residents and tourists visiting the area. Similarly, the project will improve the aesthetics of the currently underutilized waterfront. 4. The proposed development is designed to minimize traffic congestion. The project has been designed to provide a convenient drop off area for boaters and sufficient city-owned parking already exists along the waterfront north and south of the Memorial Causeway Bridge to meet the project's parking demands of one space per two boat slips. Additional overflow parking beyond this ... requirement exists along the waterfront proximate to the project, if needed. The existing parking lots will be improved with new landscaping to comply with the current code and additional pedestrian ways will be provided. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Comment: The project represents a vital component of the Downtown Redevelopment Plan. The character of the immediate vicinity is changing positively with the ongoing redevelopment activities in the downtown. The project has been thoughtfully designed to complement these ongoing redevelopment activities. As a result, the community character of the area will be clearly enhanced through this waterfront improvement project. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Comment: The boat slips are proposed to be floating concrete structures which are typically the most aesthetic pleasing and easiest to maintain. The docks are being designed to maximize views of the waterfront at both the pedestrian and bluff levels. Pedestrian access and views of the waterfront will also be enhanced with the construction of the promenade located between the north and south basin overlooking the proposed boat slips (a separate but related project). Additional landscaping and community art will be provided on the adjacent uplands enhancing the visual impact of the current waterfront area. No adverse acoustical and olfactory impacts are anticipated. Hours of Operations for the Downtown Boat Slips; The Downtown Boat Slips will be staffed 24 hours a day, seven days a week. The staffing will consist of a Dock Master office staff manned by a Marine Department personnel worker from 6:30 AM until 9 PM, and a Police Aide Security Guard from 9 PM until 6:30 AM the next morning. The Downtown Boat slips facility has several components which each will have unique operating hours. Those components are: The public downtown fishing pier The public docks (connecting the fishing pier to the main walkway on the north side of the Promenade) The rented boat slips The rented transient side tie moorings The Dock Master office The Downtown Fishing Pier is currently closed. As part of the Downtown Boat slips, once construction is complete and the docks are expanded, itwill be open 24 hours a day. The public docks. The public docks are a free to the public amenity that will be open from 8 AM until 10 PM to keep their hours in line with a recent city ordinance on public docks located in several locations throughout the city. Exceptions will be made for City special events such as Jazz Holiday and fishing tournaments held by other city departments. The Downtown Boat slips will be staffed 24 hours a day, seven days a week. The staffing will consist of a Dock Master office staff from 6:30 AM until 9 PM, and a Police Aide security guard from 9 PM until 6:30 AM the next morning. The rented boat slips will be accessible 24 hours a day by persons renting slips or transient boating guests renting transient mooring space. There will be gates restricting access to these dock areas from general public access during the hours of 9 PM and 6:30 AM. The transient side tie moorings will be accessible under the same hours and process as the rented boat slips. The Dock Master office will be open to the public from 6:30 AM to 6:30 PM and will be staffed with Marine Department personnel who can address both boat slip tenant concerns and the concerns of transient boaters. The facility manager will be onsite during those core hours. While the office staff will be at the facility until 9 PM, the hours from 6:30 PM until 9:00 PM will be for closing out paperwork, and providing security rounds of the facility. At 9 PM they transfer the shift over to the Police Aides for night security. The police aides make rounds from 9 PM until 6:30 AM at which time the Marine Department staff takes back over. Section E. Storm water Plan Submittal Comment: The upland portion of the project has been determined to be exempt from FDEP stormwater requirements. A copy of the agency exemption letter is provided on the next page. ~ Florida Department of Environmental Protection Charlie Crist Governor lefr Kottkamp Lt. Governor Southwest District Office 13051 North Telecom Parkway Temple Terrace, Florida 33637-0926 , L N ? 0 2008 .... Michael W, Sole Secreta ry Mr. Edward Chesney, P.E., Environmental Manager City of Clearwater 100 South Myrtle Avenue Clearwater, Florida 33756 ;1'-''1'\ I$C-grv~iJ' t.' " CJ. i\\\l\\ j\)\'1 c.. t.J , C' .... '1' -, ~tl~\, \N 'krr\D~ -~ "I". Re: Deminimus Exemption Clearwater Bayfront - Upland Connection FDEP Permit #: 52-0265938-004 Pinellas County Dear Mr. Chesney: Thank you for your request to the Department for authorization to make landscape/beautification improvements and perform maintenance construction at the existing Coachman Park. Improvements include replacing pavement with planters. The project will result in an approximate net decrease of 5,300 square feet of impervious surface and a decrease of 16,000 square feet of impervious area subject to vehicular traffic. The authorization addresses only the specific proposed features shown on the attached Sheets C-lO through C-13 entitled "Proposed Site Plan", signed and sealed by Michael Edward Rice, P.E., #23070, and dated May 19, 2008. The project site is located at Coachman Park, 301 Drew Street, Northeast of the Memorial Causeway span over Clearwater Harbor, Clearwater, Section 16, Township 29, South, Range 15 East, Pinellas County. This type of activity requires a regulatory authorization for construction and operation of the project pursuant to Part IV, Chapter 373, F.S., unless otherwise exempt by statute or rule, proprietary authorization to use state-owned submerged lands Chapters 253 and 258 F.S., and federal authorization for works in waters of the United States through the State Programmatic General Permit (SPGP) program. Your request has been reviewed for all three authorizations. The authorizations you have been granted are listed below. Please read each section carefully. Your project may not have qualified for all three authorizations. If your project did not qualify for one or more of the authorizations that specific section will advise you how to obtain it. You may NOT commence your project without all three authorizations. If you change the proiect from what vou submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. "More Protection, Less Process" i'I-'WH', dcp.statc 17. us REGULATORY REVIEW - APPROVED Pursuant to Part IV, Chapter 373, Florida Statutes (F.S.), and based upon the forms, drawings, and documents submitted on March 23, 2008, the proposed project appears to have only minimal or insignificant individual or cumulative adverse impacts on the water resources of the State. Therefore, the proposed project appears to qualify as an activity, which is exempt from regulation pursuant to Chapter 373.406(6), FS. A,copy of Chapter 373.406(6), F.S. is attached. This determination is based solely on the information provided to the Department and the statutes and rules in effect when the application was submitted and is effective only for the specific activity proposed. This determination shall automatically expire if site conditions materially change or the governing statutes or rules are amended. In addition, any substantial modifications in your plans should be submitted to the Department for review, as changes may result in a permit being required. In any event, this determination shall expire after one year. This determination that your activity qualifies for an exemption does not relieve you from the need to comply with all applicable water quality standards during the construction and operation of the facility. Activities conducted under this exemption must be constructed and operated using appropriate best management practices and in a manner, which does not cause water quality violations, pursuant to Rule 62-302, Florida Administrative Code (F A. C.). The determination that your project qualifies as an exempt activity pursuant Chapter 373.406(6), F.S. may be revoked if the installation is substantially modified, or if the basis for the exemption is determined to be materially incorrect, or if the installation results in water quality violations. Any changes made in the construction plans or location of the project may necessitate a permit or certification from the Department. Therefore, you are advised to contact the Department before beginning the project and before beginning any work in waters or wetlands, which is not specifically described in your submittal. . Authority for review- Part IV of Chapter 373, Florida Statute, Title 62, FA.C. and in accordance to operating Agreements executed between the department and the Water management Districts, as referenced in Chapter 62-113, FA.C. PROPRIETARY REVIEW - APPROVED A review of the location of your proposed project indicates that it is not on state-owned submerged lands. Therefore, your project is exempt from the further requirements of Chapter 253, Florida Statutes. Please be advised that any use of sovereign submerged lands without specific prior authorization from the Board of Trustees will be considered a violation of Chapter 253, Florida Statutes and may subject the affected upland riparian property owners to legal action as well as potential fines for the prior unauthorized use of sovereign land. Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 2 of9 SPGP REVIEW - APPROVED Your project has been reviewed for compliance with a State Programmatic General Permit (SPGP). Your proposed activity, as outlined on the attached drawings, is in compliance with the SPGP program. U.S. Army Corps of Engineers (Corps) Specific conditions apply to your project, if attached. No further permitting for this activity is required by the Corps. The authority granted under this SPGP expires July 24,2011. Your project must be completed prior to this expiration date. Authority for review - an agreement with the U.S. Army Corps of Engineers entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection State Programmatic General Permit, Section 10 of the Rivers and Harbor Act of 1899 and Section 404 ofthe Clean Water Act. Please see the copies of the exemption attached to this letter and note that all specific conditions in the rule must be met in order to qualify for this exemption. If you have any questions, please contact Mr. Dennis Pierson at 813-632-7600 ex~ension 398. When referring to this project, please use the file number listed above. . Sincerely, !JL//~ William L. V orstadt Environmental Administrator Environmental Resource Management cc: Mr. Michael E. Rice, P.E., Project Manager - Water Resources, Wade Trim, Inc., 8745 Henderson Road, Suite 220 Renaissance 5, Tampa, Florida 33634 Enclosures: Chapter 373.406(6), F.S., 1 page Notice of Rights of Substantially Affected Persons, 1 page General Conditions for Federal Authorization for SPGP IV-R1, 2 pages Attachment "A" For Discretionary Publication, 2 pages Attachments: Proposed Site Plan, Sheets C-IO, C-11, C-12, C-13 Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 3 of9 Chapter 373.406(6), FS. Any district or the Department may exempt from regulation under this part those activities that the district or Department determines will have only minimal or insignificant individual or cumulati ve adverse impacts on the water resources of the district. The district and the Department are authorized to determine, on a case-by-case basis, whether a specific activity comes within this exemption. Requests to qualify for this exemption shall be submitted in writing to the district or Department, and such activities shall not be commenced without a written determination from the district or Department confirming that the activity qualifies for the exemption. Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 4 of9 RIGHTS OF AFFECTED PARTIES This determination is final and effective on the date filed with the Clerk of the Department unless a sufficient petition for an administrative hearing is timely filed under sections 120.569 and 120.57 of the Florida Statutes as provided below. If a sufficient petition for an administrative hearing is timely filed, this determination automatically becomes only proposed agency action subject to the result of the administrative review process. Therefore, on the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. The procedures for petitioning for a hearing are set forth in the attached notice. This determination is based on the information you provided the Department and the statutes and rules in effect when the application was submitted and is effective only for the specific activity proposed. This determination shall automatically expire if site conditions materially change or the governing statutes or rules are amended. In addition, any substantial modifications in your plans should be submitted to the Department for review, as changes may result in a permit being required. In any event, this determination shall expire after one year. Be advised that your neighbors and other parties who may be substantially affected by the proposed activity allowed under this determination of exemption have a right to request an administrative hearing on the Department's decision that the proposed activity qualifies for this exemption. Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a final determination that the proposed activity is not authorized under the exemption established under Chapter 373.406(6), Florida Statutes. The Department will not publish notice of this determination. Publication of this notice by you is optional and is not required for you to proceed. However, in the event that an administrative hearing is held and the Department's determination is reversed, proceeding with the proposed activity before the time period for requesting an administrative hearing has expired would mean that the activity was conducted without the required permit. If you wish to limit the time within which all substantially affected persons may request an administrative hearing, you may elect to publish, at your own expense, the enclosed notice (Attachment A) in the legal advertisement section of a newspaper of general circulation in the county where the activity is to take place. A single publication will suffice. If you wish to limit the time within which any specific person(s) may request an administrative hearing, you may provide such person(s), by certified mail, a copy of this determination, including Attachment A. For the purposes of publication, a newspaper of general circulation means a newspaper meeting the requirements of sections 50.011 and 50.031 of the Florida Statutes. In the event you do publish this notice, within seven days of publication, you must provide to the following address proof of publication issued by the newspaper as provided in section 50.051 of the Florida Statutes. If you provide direct written notice to any person as noted above, you must provide to the following address a copy of the direct written notice. Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 5 of9 GENERAL CONDITIONS FOR FEDERAL AUfHORIZATION FOR SPGP IV -Rl 1. The time limit for completing the work authorized ends on July 24, 2011. 2. You mu~t maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature and mailing address of the new owner in the space provided below and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Further Information: 1. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or loc~l authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 2. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 6 of9 c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or Construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 3. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 4. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions' of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 3 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. 5. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CPR 325.7 or enforcement procedures such as those contained in 33 CPR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CER 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE-SIGNATURE) (DATE) (NAME-PRINTED) (ADDRESS) Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 7 of9 A IT ACHMENT "A" FOR DISCRETIONARY PUBLICA nON OF NOTICE OF DETERMINATION OF QUALIFICATION FOR AN EXEMPTION , In the Matter of an Application for a Determination of Qualification for an Exemption by: Mr. Edward Chesney, P.E., Environmental Manager City of Clearwater 100 South Myrtle Avenue Clearwater, Florida 33756 FDEP File No.: 52-0265938-001 County: Pinellas The Department of Environmental Protection gives notice that it has received a request for authorization to make landscapelbeautification improvements and perform maintenance construction at the existing Coachman Park, this activity appears to have only minimal or insignificant individual or cumulative adverse impacts on the water resources of the State, and has therefore determined the activity to be exempt from regulation under Chapter 373.406(6), Florida Statutes. A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel 'of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Mediation is not available. If a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. Intervention will be permitted only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205 of the Florida Administrative Code. In accordance with rule 62-110.106(3), Florida Administrative Code, petitions for an administrative hearing must be filed within 21 days of publication of the notice or receipt of written notice, whichever occurs first. Under rule 62-110.106(4) of the Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000 prior to the applicable deadline. A timely request for extension of time shall toll the lllnning of the time period for filing a petition until the request is acted upon. Upon motion by the requesting party showing that the failure to file a request for an extension of time before the deadline was the result of excusable neglect, the Department may also grant the requested extension of time. Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-00 1 Page 8 of9 The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that right. A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by rule 28-106.301. Under sections 120.569(2)(c) and (d) of the Florida Statutes, a petition for administrative hearing shall be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. Complete copies of all documents relating to this determination of exemption are available for public inspection during normal business hours, 8:00 a.m. to 5:00 p.m., Monday through Friday, at the Department's Southwest District Office, 13051 North Telecom Parkway, Temple Terrace, FL 33637-0926. Clearwater Bayfront - Upland Connection FDEP File No. 52-0265938-001 Page 9 of9 M.\TCHUNE ;-OIl!lS;~ e-11 .,~ '" -..... ...~. .... / -------.~~ c::~. ''-.~ ..~ Ii / / .. RECORD DRAWINGS -.---' '-~, '.' \... ' ,-~" ',\ ~ -","-.. '", -~ " \- <::;. 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TO SHEET 0-13 + NORTH ARROW 20' 10' 0' 10' 20' '0' .....---- , "f C:J APPROVED EJSTAl.~~ ~F ~LORI~ l\ '''-I I I DEPARTMENl OF~ . ENV1RO~\MENIf.:.u::.ROTI:'-' T.Qt!. ~=~SlCH5 r(TYP TH~S 73/a? ~ ~ ,;7J~~~;;.:"~i~:~~t;f,.C -.....' ".-- ~ COtIC, CURB ~'f~~ .,.~, ~ '::;" - ""..;" .......- .../,_..'";~:'.:.- ". . , ,,~. , . f . .'~ 'p.>-c' ~~:"::;, ~:':,:-L:,~'" f(5CGNC aJlO!l .. L.... , . lit MATCHUNE ....!..ll ~ ......~..................... TO SHEET G-11 RECORD DRAWINGS (;'~ .......ffi ~~' . n .a ,....\" - '#1 ~(R1';:"" CITY OF ClEARWATER-. FLORIDA ENGINEERING It] WADETluM ........-- ".......tlI.I, '-""-11.-. --- ~"~Itt.l_ ---... ...-.....-.."..... 1:!!!!,... CALL LOCAL ~IC;'; UTlLtfl' NOTIPICATIQt ~:~~ NEW UPLAND LINK AS NOTEO """ rcr"C_;2 PROPOSED SITE PLAN = -- .. ~ ~ .. ~ I .. .. .. .. ........ &E~~t ~ 0- i0~-::.::::::::;.:::::::::::: :~~;.c~: /, :.:.:.:.:':.: -j . : . : ' : ' : . : . ~, : . : ' ~~ / ..:.:.:.:.:.:.:;:.:.:,:.:.:.:.:,:.:.:,:. / . ......'...../.....'..... ','.', '.'.','. 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TO SHEET c-12 "RECORD DRAWINGS It] WADEl'RIM ......,.... =-~~.:.:.- ~..,.......IiLI_ -.......- .............--..- !.5i" NEW UPLAND LINK RO ENGINEERING CALL LOCAl. f'IllJl..lC LlTILfTT NOTIFICATION _~~'1:- PROPOSED ~TE PLAN '" NOTED ~ --" Legal for Downtown Boat Slips That portion of City owned land bounded on the North by the North line of the NE % of Section 16-29-16; Bounded on the South by the south right-of-way line of Pierce Street; Bounded on the West by the waters of Clearwater Harbor; Bounded on the East by the West rights-of-way lines of Pierce Boulevard and Drew Street. Together with that portion lying in the 1200 foot right-of-way of Memorial Causeway (State Road 60) lying East of a line 109 feet Easterly of and parallel to the centerline of the Intracoastal Waterway channel. Together with M&B parcel 21/011. Together with the land described in the Internal Improvement Fund (IIF) deeds 17496, 17500, and 17512 lying East of said line 109 Easterly of and parallel to the centerline of the Intracoastal Waterway channel. Together with that portion of City owned land bounded on the North by a line 300 feet North of and parallel to the North right-of-way line of Pierce Street; Bounded on the South by the North right-of-way line of Pierce Street; Bounded on the West by the East right-of-way line of Pierce Boulevard; Bounded on the East by a line 415 feet West of and parallel to the West right-of-way line of Osceola Avenue. City of Clearwater Land Ownership During the preparation of the initial boat slips feasibility study in 2006, a review of past and present deeds and title documents was conducted to determine whether existing bottom lands upon which the proposed boat slips will be build are owned by the City. With the exception of the Island View Condominium project (former Calvary Baptist Church property), the City of Clearwater owns all of the lands lying between Drew Street on the north, Pierce Avenue on the South, Osceola Avenue on the east and a 1200 foot wide (Le. 700 feet south and 500 feet north of the original Memorial Causeway Bridge) strip of land between the mainland and Clearwater Beach. There is a small area of bottom lands on the north end of the proposed boat slip project that is outside of these City owned lands. The City will need to secure a submerged land lease from the State of Florida for this submerged parcel as part of the permitting process subsequent to City approval of the project. The specific boundary of this submerged parcel will be determined and legally described during the FDEP permitting process. Downtown Boat Slip Project 0.89 Acres Clearwater Harbor ,.f,'.! ./......:,::~tl... .".. "' t .... .,~~;.~. t.u ,., II..... I'" ,"IL......... . " :~. .1Il." .... : ~. ..,.... j / ,...... : ,'" ........ ;; ..~..~ ! f...:,::/. 1/ . . . .. ..... .. " .. C/) ~ '. ; . . .. . ~ 14.19 Acres ~ co o "'~ O+I'1lC ~8~ 1>8 "'q,~ . ;: ... ....... ~~...".ii ""'.. ",...", ....., "'0:... \ \ :'I!I.'~"'I"IIl.'I'''''II''''.''''''''''I''''''''''''''''",,",.......,. CLEVELAND ,'" ..,.... ....... ,... ... ......... .....; . . 1.35 Acres · .1' ...,............'1...11'.'....... : w i ~ 7.53 Acres \. ':. . . ...,......'....I.......I'...II...I.~....I.............I."'...I.....;. J....II"........"....... ~.........I........': .....:,. ..~........ .... -.." ;.. .....i.;~ PIERCE 8T ;. --p: ~ c. 0 ~ ~ 'Z r- ':. - Clear\\'arer -~ ~ Acreage for selecte,j City Own>3-0 P:"opert;es " :1"'8 DGwntowr- Area \.,eaend '"'~'?oareC ~\! '::'''";.~I,1eer~n-b ,)€:Da;::-na~ ";,;C~!'18jOg-, J!\',~':., "''''''..:;e<=...."ate~ ~_ 1 ~ ~ ~ " ~ v' ;?3E' 3 1:<29s.."' 5fS w > '" '" 0 w u '" 0 z sr .D > '" !;' 0: ;; i7) !i' 0: '" r ;;; 5' i..AURA$1 r a: 0 z ST w > '" z o '" ~ 0' '" @ u '" o ~ 0: E "ti ).." ..-i ~_ \'T'i' -:-.:: Project Description The initial planning and feasibility studies for the Clearwater Downtown Boat Slips project commenced in March 2003. In July 2006, a team of consultants working with City staff finalized the Clearwater Downtown Boat Slips Study which provided recommendations for approximately 138 to 140 wet slips generally located north and south of the new Memorial Causeway Bridge between Drew Street and the existing Pierce 100 Condominium. The study recommended utilizing a concrete floating dock system providing slips and side moorings with slips generally ranging is size from 30 feet to 55 feet and side moorings capable of accommodating vessels of approximately 100 feet in length. In March 2007 a City-wide referendum was held with voters approving the project. The proposed boat slips will also accommodate transient boaters, mooring of boats for Coachman Park or other downtown activities, a ferry landing, and pedestrian docks for residents and visitors frequenting the waterfront area. The proposed ferry landing will be located in the north basin at a location to be determined. At this juncture, the precise size and/or type of ferry vessel has not been determined nor its hours of operation, hence its location and docking needs have not been determined. Notwithstanding, its location will not adversely impact boater safety within or outside of the project footprint depicted on the final slip layout plan. The project has been designed to protect the existing environmental resources including seagrasses adjacent to the seawall through the addition of a pedestrian boardwalk connecting the Drew Street fishing pier to the base of the marina north of the bridge and an additional dock adjacent to the Pierce 100 Condominium. The Drew Street fishing pier will be extended and provide for wave attenuation. The Boat Slips project contains three primary components: (1) the floating docks and wave attenuators, (2) a renovated restroom/laundry/and dock master's office in the existing structure at the end of Drew Street, and (3) upland parking improvements and a drop-off area for boaters, as well as enhanced landscaping, sidewalks, and public art. The project as proposed is a vital component of the Downtown Development Plan and has been closely coordinated with the recent Cleveland Street design improvements. The Promenade structure (i.e. the pedestrian facility located on top of the old bridge pilings), while in close proximity to the proposed boat slips, is not a part of this Flexible Development Application. No structures will be located under the Memorial Causeway Bridge as required by FDOT. The City of Clearwater has contracted with Misener Marine utilizing a design-build delivery system to design, permit and construct the boat slips with an estimated completion date of late 2009. It is important to note that the City of Clearwater does not issue dock permits and this Flexible Development Application represents the first of several subsequent approvals and/or permits required for the project to be constructed. More specifically, the Pinellas County Navigation Control Authority, Florida Department of Environmental Protection (FDEP), and the U.S. Army Corps of Engineers must also issue required approvals and/or permits before construction can commence. rMODEL 400 CONCRETE FLOATING DOCK SEE DETAILS SHr. 5 OF 6 / MODEL 400 CONCRETE FLOATING DOC"" SEE DETAILS SHT. 3 OF 6 / A r/ I\~"'t.~."f"OF'~UATOR ~ LIMIT OF USE 503' -s 1/2" r / 71 'j ED) \ I I / TD"~'= ~'nt "t 1 I I I ~ 1. - ~ ~l. ~ ~."-a,i_1=- '5' a..rA11l . U TYP. FOR F1NGERS ~ ".L ~~.../ -<J -(; ~ (' ./ ~ CO ~ ~ ~ ~ ~ I I f- 5' ]8'-10- . , . J"-10~ II 3&'-10" ll38"-tO" U 38"-10" WOOEL 400 CONCRETE FJ.CM,11rc DOCk; \ SEE DETMS SKT. 4 OF' II 342'-10 1/4" r- ... -11- .. .B'~.~.~ ~ ~ ~ SOUT 10'- BASIN I LB' 287"41/2. -- -..,224' --- ::": :~~~ . :\' :: ljfj: Ii ~':"":"'" . .;.. '. '. .......{%i; 1.'. ~~~I,~~ L 'V .;;s- 8' o 1 o . , ;;;::: rTJ ;;;::: o J> ~ {i30' CLEARANCE UNE (1YP OF 2) u. ~~ 0=0 vV '-- GENERAL LOCATION - ~ SEWERAGE PUMP OUT FACIUTlES 12' -, ! I i. l.,,- , '\ MOOEL 400 ~MSF1..OA~~: _ \ .' --j I--+.r \OCKC I ->- 85' \ \ ..'-~ ~\~~: D~ 1f1. ~ ~. ~ . ~ ~ " 517' """"'.. 58'-'W ~ ~ () J> C (f) rTJ ::;: J> I-If:-< 30' ClEARANCE : ""' (M> ~ " y ~f- ~IO Z~U~~"< I "< ~ 0 SEAWALL ~ ?Y ..) CJ" I ISSUE MO. ;:: rTJ ;:: o 2:! J> r 5.21.01 0 DATE REV MO. J> -< ~ T I sf ~ 1 - '"=0 a 3 CD / I~ I "'C ~ ~CD :J Ql g. I;'.; Ia i \:.(~ .rill' ;1!," .. APPROVED FOR aTY REVIEW STATUS 1490' r MODEL 850 WAVE ATTENUATOR SEE XMODEL 8 0 WAVE ATTENUATOR SEE r~ODEL 400 CONCRETE FLOATING DOCK DETAILS SHr. 2 OF 6 DETAILS Hr, 2 OF 6 / SEE DETAILS SHr. 5 OF 6 I OC =~ "-\ '\ - \\ L,I I I / I i ..,<... '\ \ /: ~ 'T L ~ '\ ~ ~ ... ---+I ,.'-'0' f- -J 5' I-- -J ,). \ r="'=="".~- . 11 NORTHElASIN - Jti;;;';/"F'*"-'.'~'.i27' ~.. ...',<".\.".~.. ..lIt.;/ 'Ii' ". \ _~~ 4'~i-~#;J4!j//<i~~~L~ 77\c:::.\~~ i/iiMY3""!~" ,. -- ;~ ~ ..\....:. ....:..:.. ":" ~~ ::':':':':'/:':':. .:::.:.:.....:.:.~~' .:::.:...... ~' !"~~9~ ~q.~ ~" '0 ..~/ .,./ - ,.' -11- .' 'T i B' -, 1-,0' I 417' 15- CLEATS ... PER P TYP. FOR FlNGae I: 0WJt I ,~ r4' -1 7~ -45'~' ~. . SLIP SCHEDULE NORTH BASIN LENGTH Q1Y WIDTH 1357' 2@19' 2@18' 2D@17'-11" 12"17' s@17' WIDTH 2@20'-6" 9@18'-s" 2@ 20'-5" 2 @ 22'-4.75" 2@2D' 2@ 19'-5" 4@ 18'-5" 17'"' 17' 16 2@ 18'-5.125" 14@19' 15@17' 16@ 12' o "'"'-<l:T ~_____________ APPROVED AS SUBMITTED A JI[1'ALDREVIE\IlFnaEllOO.IlIDfTSlSlIECIUIREJL Pll:O..ECT VIU. IE IULT AI SHlJWN I'INJ ....Y COfTADI Elll:EI"TDC TMOI TO PML.ECT SPU:'!F1CATlIK nESE IIIUEN1'I: IEXD€ PART IF nE aJrfI1IACT lI'DN MPf<N.... o APPROVED IJITH COMMENTS ICI RE-suMTTM.. llDllIDlED. DOCK A SO'sUPS 24 DOCK B DOCK C SO' SLIPS 45' SLIPS 12 5 SOUTH BASIN LENGTH Q1Y ~ ~ DOCK A SO'slIPs 11 DOCK A 55' slI PS 11 U' 40' SUPS DOCKB DOCKB 17 <" 50' SLIPS APPROVAL REQUIRED 50' 0 ~-- - - DOCK C DOCK 0 45' SLIPS 15 30' SUPS 16 TOTAL SLIPS QTY 16 30' SLIPS QTY 17 40' SUPS QTY 20 45' SLIPS QTY 63 SO' SU PS QTY 11 55' SLIPS TOTAL SLIPS = 127 UGtMn.EJ_______________ nus APPRDVAL SET .MIST BE SIGED AND RETURNED FCR PROJECT TO PROCEED. 25' so' '00' I GRAPHIC SCALE 1" = 50' o REVISE AND RE -SUBMIT D<<1.UIE: VJTH IlEVtDM 'llCDEATm FINAL SLIP LAYOUT A ucusr 29, 2008 I'IJTEI PILE DESIGN TO BE FINALIZED AFTER ANCKJil:ING ANAL YSlS IS CDM'LETED. DRAWING ISSUE RECORD 8 IIEVIIED PER Cl.II1DEJt REVIEV 2IAUli08 7 04"'- . ,,-,~ .....- g-- 111111........ _ ..... ........ ...... WI..ner Warfne Construction. Inc. Tampa. norfda .......~ ~ 41J'Ift' ~rrJf-~ PIJTD llIXK AND ""/WE A11'nf.JA11Jt SYSTEMS ME NOT DESIGNED m RESIST F1R:ES ASSOCIATED VlTH I-lJRRICME SltRM EVDfTS. NOm lIIlCI( NGI \lAVE l\TTOIJlteTml: SYSTEMS NI!E. fill I:E:SJGNED m RESIST F1lRCES IJR A"TTEfrlMlTE "'AVES ItSSDCIATED VIlH UJNG PERIOD S\I'ELLS, THIS IlRAVING COrlTAINS, PRIlPRIETMY IWIJRMIflTIDN VHlCH IS Tl€ PRlFERTY rE' SMJREMAS1'ER INC. AND SHALL N:JT BE ctPIED, REPRDDUCED [II MAllE AVAILAIlLE TO f1I4Y PERSQrKS) 'W'ITlOJT PRUII 'W'RITTEN a:NSENT IF stIJREMASTER JNC. ----.- . ~I~ · SUl'S .,....T~~ ~ 3 NGI ~~~.. :.. LCUTD ~ V.P.- ..Mel OPERAnONS CLEARWATER MARINA au: U: I ~/U/" ~";' I _n DWG ,: . CUEMl ~~ ~. r.:.:L =. EST. D1STRlIUTlON (}J h iJI..L I APPROVED BY mu CLEARWATER DOWNTOWN BOAT SLIPS AND UPLAND IMPROVEMENTS COMPLIANCE WITH DOWNTOWN DISTRICT (D) Section 2-903.H The proposed project furthers the intent and purpose of the Downtown District by providing additional opportunities for recreational boating in close proximity to the downtown, improved pedestrian facilities enabling residents and visitors to better utilize the waterfront, and enhances the aesthetics and appearance of the waterfront contributing to the redevelopment goals of the downtown area. The proposed project is located in the Downtown (D) District. Pursuant to Section 2- 903.H of the City's Land Development Code, "Marinas and marina facilities" require review and approval by the Community Development Board (COB) as a Level 2 application. The code requires the applicant address specific flexibility criteria outlined in this section as follows: 1. The parcel proposed for development is not located in areas identified in the 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 Comment: The proposed project is not located in any of the referenced areas with the exception of its proximity to Clearwater Harbor grass beds. The project has been consciously designed not to impact grass beds in the harbor. Project consultants have mapped existing sea grass beds along the entire waterfront area of the proposed project. The slips and docks have been located in a manner to avoid any sea grasses. 2. No commercial activities other than the mooring of boats on a rental basis shall be 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. Comment: Properties located north and south of Cleveland Street in the downtown are designated Downtown (D) District. Consequently, there is no residentially zoned property contiguous to the project. 3. The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. Comment: The existing structure located at the northern end of the project proposed as restrooms, laundry facilities and Dock Masters office had fallen into disrepair is being renovated as part of this project and will be compliant with the referenced design guidelines. More specifically, the materials and colors employed in the renovation of this structure comply with the Downtown District. Please refer to the color elevations of the structure in Section 6 of this package. 4. All marina facilities shall comply with the commercial dock requirements set forth in Section 3-601.C.3 and the marina and marina facilities requirements set forth in Section 3-603. Comment: Please refer to Section 4 and 5 of this package which addresses compliance with these criteria. CLEARWATER DOWNTOWN BOAT SLIPS COMPLIANCE WITH DIVISION 6 DOCK/MARINA STANDARDS SECTION 3-601. DOCKS The proposed project requires City of Clearwater approval and Pinellas County Water and Navigation Control Authority permit. The City of Clearwater approval is processed as a level Two (flexible development) approval. The proposed project is classified as a "Commercial dock" because it is being constructed and maintained by the City of Clearwater. As such, the project must address the criteria outlined in Section 3- 601.C.3.a-g as follows: a. Use and compatibility L) The proposed dock shall be subordinate to and contribute to the comfort, convenience or necessities of the users or the occupants of the principal use of the property. Comment: The principal uses of the property abutting the proposed boat slips is a waterfront park (Coachman Park) and parking for the Harborview Center. The proposed project is one component of the City's Downtown Redevelopment Plan. As such it will contribute to the comfort and convenience to the residents of downtown and the City as a whole. The primary users of the facility will be the boaters who lease dock space, transient boaters visiting Clearwater, recreational boaters docking at the facility for activities in Coachman Park, and the general public visiting the waterfront area. ii.) The proposed dock shall be in harmony with the scale and character of adjacent properties and the neighborhood in general. Comment: Other than the small dock located at the Pierce 100 Condominium there are no docks in close proximity to the proposed project. The proposed project has been sensitively designed at an appropriate scale, character and intensity to compliment neighborhood residential, commercial and recreational uses proximate to the site. It is important to note that this is a "municipal marina" project which is notably different than small private docks. This project was approved by a city-wide referendum in 2007, and is envisioned as another catalytic contributing to the redevelopment of the downtown. The upscale design of the project and proposed roadway, parking, public art and landscaping will ensure the project is in harmony with the neighborhood. iiL) The proposed dock shall be compatible with dock patterns in the general vicinity. Comment: Other than the small dock serving the Pierce 100 Condominium, there are not docks in close proximity to the proposed project. b. Impact on existing water recreation activities. The use of the proposed dock shall not adversely impact the health, safety or well being of persons currently using the adjacent waterways for recreational and/or commercial uses. 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. Comment: At the present time the only boaters utilizing the basins north and south of the new Memorial Causeway Bridge are boaters who infrequently gather between the channel of the Intracoastal Waterway and the seawall adjacent to Coachman Park for 4th of July and/or other park activities. The channel is well marked and a slow speed minimum wake zone is in place, between Pierce 100 and the Seminole Launch Ramp, to maximize boater safety. City Staff and the consultant met with the U.S. Army Corps of Engineers in early 2008, to establish a safe setback from the centerline of the channel of the Intracoastal Waterway. It was determined that vessels with widths up to 25 feet could dock along the outside wave attenuator docks along the existing channel in a safe manner. Three controlled access points into the boat slip basin are being provided. One from the southwest, one from the northeast and one from the west near the proposed promenade. The outside wave attenuators proposed for the boat slips will parallel the channel and will be available for transient vessels. The public dock depicted on the final slip layout plan is designed for docking of vessels coming to events at Coachman Park. c. Impacts on navigation. The existence and use of the proposed dock shall not have a detrimental effect on the use of adjacent waters for navigation, transportation, recreational or other public conveniences. Comment: The City's Harbormaster has determined the proposed dock will not adversely impact the health, safety or well being of the current users of adjacent waters. There is a slow speed minimum wake zone currently in effect from the Pierce 100 Condominium to the Seminole Launch Ramp which covers the entire boat slip project thereby minimizing the impact of the proposed facility on adjacent waters for navigation, transportation, and recreational boaters traversing the area west of the marina. Additionally, subsequent to City review and approval of this application, U.S. Army Corps of Engineers and the Pinellas County Water and Navigation Control Authority will review the proposed project to ensure the project does not have detrimental effects on the use of adjacent waters for navigation. Discussions to date between project team members and the U.S. Army Corps of Engineers in Jacksonville have been positive and a permit is anticipated. d. Impacts on marine environment i.) Docks shall be sited to ensure that boat access routes avoid injury to marine grassbeds or other aquatic resources in the surrounding areas. Comment: Underwater field studies were conducted in May 2006 in support of the proposed project. The studies were conducted to determine the presence and locations of the seagrass and notable benthic communities within the project area. Seagrasses were mapped and the docks located and designed to protect the grassbeds generally located adjacent to the existing seawall. (Please refer to the slip layout plan that depicts the location of the seagrasses.) Currently, these seagrasses are unprotected from boaters entering the area. The location of the pedestrian dock paralleling the seawall in the north basin and the additional docks paralleling the seawall at the southern end of the south basin will effectively protect these seagrasses from boaters who have historically entered these areas and damaged seagrasses during special events. ii.) Docks shall not have an adverse impact upon natural marine habitats, grass flats suitable as nursery feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such artificial reef which has developed an associated flora and fauna which have been determined to be approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish habitat. Comment: In addition to the response above, it is important to note that manatee records kept by the FFWCC Florida Wildlife Research Institute were reviewed during the preliminary design of the project. Records can be dated back to 1974. I n the last 32 years, there have been two (2) confirmed water craft related manatee deaths within one (1) mile of the project site. Throughout all of Pinellas County, which includes Tampa Bay, there have been 28 water craft related deaths. While manatees frequent the area, it is not expected that the addition of slips will increase the threat. Notwithstanding, a manatee protection plan will be required as part of the state and/or federal permitting process. There is a band of barnacles growing on the seawall face as well as anthropogenic debris found along the seawall and underneath the Drew Street fishing pier. The oyster clusters have colonized but have aged to the point of being indistinguishable from a naturally developed population. The proposed boat slips will not adversely impact the noted marine resources. e. Impacts on water quality i) All turning basin, access channels, boat mooring areas and any other area associated with a dock shall have adequate circulation and existing water depths to ensure that a minimum of one foot clearance is provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the waterbody at mean or ordinary low water (-0.95 NGVD datum). Comment: Water quality data were collected in April 2006 by the City's consultant team. Surface water samples were collected at four stations, surface and bottom for the deeper sites and surface for shallow sites and analyzed for fecal coliforms, metals, salinity, dissolved oxygen, turbidity, Nitrate, Nitrite, Nitrogen and Orthophosphate.. Salinity, turbidity and dissolved oxygen were analyzed by Delta Seven, Inc. field ecologists. The site meets the state standards for levels of fecal coliform and metals with the exception of copper. Copper values exceeded state standards at one location. Data obtained from the Environmental Protection Commission of Hillsborough County (EPCHC) indicated that high values are not uncommon and copper appears to be elevated throughout the system. Water quality impacts will also be evaluated during the forthcoming permitting of the project by FDEP and the U.S. Army Corps of Engineers. A bathymetric survey was conducted for the site (see copy of survey in this package). This is a plan view drawing showing sounding data and contours at 1 foot intervals. The maximum depth within the study area is approximately 16.9 feet at the edge of the Intracoastal Waterway and a minimum depth is approximately 0.1 feet at the seawall. The depth beneath the proposed boat slips ranges from approximately 5 feet to approximately 16 feet. The water depth under Dock D (the dock located in the shallowest water) is 4.9 feet at mean low tide, which provides for more than one foot clearance distance between the bottom of the vessel and the bottom of the waterbody at mean low. It is envisioned that these slips will accommodate the smallest vessels with the least draft. This depth is sufficient to accommodate vessels envisioned to utilize the marina without adversely impacting bottomlands. ii) The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling of channels, or adversely affect the water quality presently existing in the area or limit progress that is being made toward improvement of water quality in the area in which the dock is proposed to be located. Comment: The docks as designed will not cause erosion to bottomlands by vessels utilizing the facility. Conversely, the project will afford a higher level of protection than currently exists in the areas below 5 feet due to the proposed docks paralleling the existing seawall westerly of the existing grass beds. The City will be seeking a Florida Clean Marina designation which is a voluntary non-regulated designation for the facility which is a program that acknowledges and rewards environmentally conscious marina facilities. Administered by FDEP, the marina must meet select criteria including compliance with environmental regulations and submerged land lease, and utilize Best Management Practices determined from a self-assessment checklist and designated review. Other factors involved in the Clean Marina program include an available resource person at the marina to provide customers with environmental information, adequate and well managed trash/garbage and recycling containers, posting for viewing, or otherwise publishing, a set of environmental policies used by the marina, water and land of the marina clean without signs of oil, sewage or litter, sewerage pump-out facilities located in the marina. f. Impacts on natural resources. i) The dock shall not have a material adverse impact upon the conservation of wildlife, marine life, and other natural resources, including beaches and shores, so as to be contrary to the public interest. Comment: As noted in the previous responses above, the proposed project must meet additional county, state and federal approval and permitting requirements (subsequent to City approval) ensuring no material adverse impacts upon wildlife, marine life, and other natural resources. Studies and evaluations of the proposed facility as presented in the July 2006 Clearwater Downtown Boat Slips Study, prepared by Wade Trim, Inc., indicate there are no adverse impacts identified at this juncture in the design process. There are no beaches proximate to the site and additional protection to the existing seawalls is anticipated as part of the project design. ii) The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, or aquatic habitats critical to the support of listed species providing one or more of the requirements to sustain their existence, such as range, nesting or feeding grounds; habitats which display biological or physical attributes which would serve to make them rare within the confines of the city; designated preservation areas such as those identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other designated preservation areas, and bird sanctuaries, Comment: The project as designed will not impact existing seagrasses or ichthyofaunal and elasmofaunal species that might be present in the area. A manatee protection plan will be required as part of the subsequent state and federal permitting processes. The waters of Clearwater Harbor are designated as Outstanding Florida Waters. The layout of the slips, docks and pedestrian walkways, proposed Clean Marina designation and compliance with county, state and federal permitting requirements serve to ensure the proposed facility will not have impacts on habitats noted above. g. Impacts on wetlands habitat/uplands. The dock shall not have a material adverse affect upon the uplands surrounding. Comment: As previously noted, the proposed project will not impact existing wetland habitats. There are no upland habitats of significance impacted by the project. Conversely, the project will improve the uplands adjacent to the boat slips by providing additional landscaping. Upland improvements include sloping the existing sidewalks along the seawall to drain toward upland landscape areas. Currently this area is constructed without regard to preventing overland flow towards the seawall. h. Dimensional standards. i) Setbacks. All commercial and multi-use docks shall be located so that no portion of such dock is closer to any property line as extended into water than ten percent of the applicant's property width measured at the waterfront property line. Multi-use private and commercial docks abutting adjacent waterfront single-family or two-family property must be setback a minimum of one-third of the applicant's waterfront property width from the adjacent waterfront single-family or two-family property. Comment: The property line extends 1,357 feet along the existing seawall between the property line on the north and the property line adjacent to the Pierce 100 condominium on the south. A 10% setback from the northerly property line would be 136 feet. As currently designed (but not permitted), the proposed boat slips would be 19.0 feet from the north property line, hence a deviation from the code of 117 feet is being requested. A 10% setback from the southerly property line would also be 136 feet. As currently designed, the proposed boat slips would be 7 feet 8 inches from the southerly property line, hence a deviation of 128 feet 4 inches through this Flexible Development Application. It is important to note that final permitting of the boat slips by county, state and federal agencies could alter these setbacks as currently identified. ii) Length. The length of commercial and multi-use docks shall no extend from the mean high water line or seawall of the applicant's property more than 75 percent of the width of the applicant's property measured at the waterfront property line. Tie poles may extend beyond the dock provided such poles do not extend 25 percent of the width of the waterway and do not constitute a navigational hazard. Comment: The boat slips as proposed extend approximately 685 feet from the seawall to the outside edge of the westerly attenuator docks at the deepest point of the project. Seventy-five percent (75%) of the width of the property is 1017 feet. Consequently the proposed boat slips comply with this standard. The length of the docks is restricted by the channel of the Intracoastal Waterway. iii) Width. The width of commercial and multi-use docking facilities shall not exceed 75 percent of the width of the applicant's property measured at the waterfront property line. Comment: As depicted on the enclosed final slip layout plan, the width of the docking facility is 1,490 at its widest point from the northerly point of the fishing pier to the most southerly dock paralleling the channel. The width of the property is 1,357 feet generally at the seawall. Seventy five percent of the width of the property is 1,017 feet. Therefore, the docking facility exceeds this standard by 473 feet. Because of the irregular shape of the parcel (1,490 feet along the channel and 1,357 feet along the seawall) the boat slips are wider along the channel than along the seawall (property line). Additionally, it is important to note that no boat slips can be constructed under the Memorial Causeway Bridge as required by FOOT. Consequently the boat slips have been designed in two completely separate basins north and south of the Memorial Causeway Bridge which is approximately 112 feet wide at the boat slip site. Given these site constraints, a request to deviate from this standard is appropriate. iv) Covered boatlifts. Covered boatlifts are permitted provided a permanent and solid roof deck is constructed with material such as asphalt shingles, metal tile or wood. Canvas and canvas like roof materials are prohibited. Vertical sidewalls are prohibited on any boatlift or dock. Comment: No covered boatlifts are proposed as part of this project. v) Deviations. Deviations from the requirements of this section may be considered and approved by the community development board in order to comply with the review criteria established in sections 3-601 (C)(3)(a)-(g). i. Comment: A deviation for subparagraph above is being requested. Publicly owned facilities. Roof structures shall be permitted on publicly owned boardwalks, observation platforms, elevated nature trails and other such structures not intended for use as a dock facility, however, vertical walls shall be prohibited. Comment: The proposed boat slips will be publically owned. No roof structures or vertical walls are proposed. 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. Comment: No fueling facilities will be provided as part of this project. Sewerage pump-out facilities will be provided within the north and south basins project. Live-aboards will not be allowed as part of the project. No dry storage is proposed as part of this project. No servicing of boats, motors and related marine equipment will be permitted at the facility. 8. 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. Comment: No fueling facilities are proposed as part of this project. No boat launching facilities are proposed. No servicing of boats will occur after 9 PM or before 6 AM. C. No fuel storage facility or sanitary pump-out station holding tank shall be located over water.. Comment: No fuel storage facility or sanitary pump-out station holding tank above water are proposed as part of this project. The sewerage pump-out facilities will be located, designed and permitted to meet state and local requirements. The precise locations have not been determined by would likely be located inside the project along the east/west docks paralleling the Promenade. The specific locations will be identified on the final construction plans. D. The marina shall pose no hazard or obstruction to navigation, as determined by the city harbormaster. Comment: The City's Harbor Master, Mr. William Morris, has determined the marina will pose no hazard or obstruction to navigation. Please refer to previous comments above regarding navigation. E. The marina shall not adversely affect the environment, including both onshore and offshore natural resources. Comment: Please refer to the numerous responses above addressing the marinas impact upon onshore and offshore natural resources. 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. Comment: Sanitary pump-out facilities will be provided in the north and south basins to accommodate the project. In addition, the City owns a sewerage pump-out vessel that could be utilized at the site if needed. The City has adequate sewerage treatment capacity to accommodate the project. An enclosed trash comp3ctor receptacle will be provided at the Dock Master office building at the north end of the project as noted on the final slip layout plan. Additionally, at least two trash collection facilities will be provided to serve the south basin. G. A manatee protection plan shall be provided and appropriate speed zone signs shall be posted to control boat speed for manatee protection. Comment: There is an existing slow speed minimum wake zone currently in place between the Pierce 100 Condominium and Seminole Launch Ramp with posted speeds to control boaters and protect manatees that might frequent the area. A manatee protection plan will be developed as part of the state and federal permitting processes. H. Adequate spill containment areas shall be provided on the property. Comment: As noted, there are no fueling facilities proposed as part of this project. Similarly, sewage pump-out facilities are proposed as part of the project in the north and south basins. In the event of a spill, the City has a containment process utilizing absorbent booms and pads to contain spills. I. Design of the marina shall maintain existing tidal flushing and aquatic circulation patterns. Comment: Tidal flusing studies and aquatic circulation pattern studies are not required as part of the City permitting process unless called for. The City does not issue dock permits, but relies upon the required permits and/or approvals of Pinellas County, FDEP and the USCOE, where these issues are thoroughly addressed. 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. Comment: The City of Clearwater does not issue dock permits. Since the proposed boat slips are classified as "commercial docks" under the City's Land Development Code, Community Development Board approval is required. Dock permits are issued by the Pinellas County Inland Navigation Control Authority, Florida Department of Environmental Protection and the U.S. Army Corps of Engineers, all subsequent to Flexible Development Approval by the City. Each of these permitting requirements is more stringent than the City's approval of this project. ~ -". 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I i . i j ; 1 'f:W~(WSlBl ~ 'l 'l ,- 0 0 C 0 ;;l Z :;::0 = 'l ~ ::r> :;::0 ~ --I ::r> a 0 :s:::: z z <:0 -u ~ ,- l' ::r> ~ z L.~ " , o UJ I PRo" 0 Foundation, Floor & Roof Framing Plans & 0 s "IT l' 18 Dock Master Facility 8 EOOChmon ~J)rk IrlI t'0 [g leorwoter, clarida Q GJ[g [g DRAWN g DATE ~O. ~ [g ;;': [g [g [g Q C<J'mCliT FD'M!R ASSOCIATES MOlITfCTS, INC. 2008 "[g 18 II- FOX~~I~~~~~,I 2 [g_ "21~AR [g - - - - - - - - - - - - - - - - - - - - - - PINELLAS COUNTY OFFSET I I - - - - - - - - - - - - - - - - - - - l I I I I - - - - - - - - - - - - - - - - - - - \l' 50' 0 ,.,-- -- <" 2.' 100' I so' GRAPHIC SCALE _____________c..:~O~________________________~~.~~~~~~R_~~~_________________:..i--- ..:2-----t-.---:;;:~ ;;;:;;.__;.<}" _ :..:.AL---..)f7."'- ~,': "1I':X:~~T~;rl' I' "" ~~ ..xxlo,.~;':'.xxxxn~lu.Jl!.!.!. .~.!..:;. ~bJ;~~..~... '. t-. ~i: j::~j;O ~S:j;:S:" J / I !.J.J.!..!....!.~ ~kp;p S=Pp.. i!i.., .~l:t:!: : ',':: "............... "NU..."'-C'O........ ,.;I>I>,~,...... ,...u....ClI~;, '0' j.. ".. .. _"^.' .." < <( 1C'l <(I ~ - - - - - - - - - l lIJ ::Jl::I niJi I- <( ~ I ~RED UGHT XX XxXXlCX XlCXr ~~~f ~ ~ ~~fx XXXXXXXIII XXIIIXXXXX 11111' X XIIIIXIIXII 111111 ~~~~~~~~~~'ff~'feffefEe~ee~ff~E~~~EEe~~: I E~~eEf~e ~:: ~~f~ l111IT.!:1IlnIII ~f tt~~efl::tte~~:t~=t~~e ~ 1. ALL ELEVA'1l0NS ARE (+) PLUS UNLESS OTHER\I1SE NOTED. 2. ALL OFFSHORE ELEVA'llONS REFER TO MEAN LOW WATER DATUM. ALL UPLAND ELEVA'llONS REFER TO NAVO 88 (NORTH AMERICAN VER'1lCAL DATUM Of 19BB). OfFSHORE ELEVA'llONS ARE THOSE WATERWARD Of THE APPROXIMATE SEAWALL 3. 0.0 FEET MEAN LOW WATER = (-)1.25 FEET NAVO 88. MEAN LOW WATER VALUE FROM '1lDE INTERPOLATION POINT 1692. AND POINT 12719. ntlp: / /dolo.loblns.org. .,i.. .. . . ,,)) '. '!')" <>----oREEN UGHTL--o I I ii-Hf+~~II--'~'+-~;';""'--.-V-x~," ".;:>, rX'H-f~~*~ffi~nr"m~"'~ II'~~~___ ~";;E";;..;;...."...PPPi:~~~..~.....,"....',. llH~~H...".'...'."}' ....... .'........... .nnrllE~~~~ll~.t....:l....~..io;:. II ~e?j;OS:i+ij;OS: t:f'>s:s:j:~~.!..!.1..!.!..!..!. f fll 1.1. .!..!.!.1..!..!.!. II.!..!..!. .!..!..!.1..!.!.!.!.1.J.!..!..!..!.!.1.1..!.!. .-- .............7~.~:~Ct~~E~eti:~Ef~~eeeee:t:zz~~~;~~~~"_.. "..... ......~t:t:~t:r:t:e E~ ~C :C~=: i:~:!:i::~::e~:c~~::~~er '0'.'0. ...'0..... .c." ~ED UGHT~ ~illx..,.r:.;::' .'0-:'::,;:'., lCIlXIIXJl:lIlIl11l1llJtXflllffiP, ffif~fn if~~iffffff~f:illllxxifff pp...p.'....._..'...~',f~IlXlClllI II .~)c...;'.'..IlIl~fi if 1/ 111..!.!!.!..!.!.~PcJ.1'>!l':: ;;PQP!i~f~ -e~~~fE:Ei2te~l~Eg~:. i', ......,.P"PPi;;1..!..!..!..!...!..:.!.lJ..:.!.~ppQ:;PPf="*'Z~i.o....,...-...t. ....l:N-....... _ .,y~...~eee.e~~~..e~......_..." "'- 'I l~t~~l~ii~H~~'~i1~i~~ii'~li~~!H!i~)~l~!~~~!~:!:::::~~~~i~:::i\~:~~ :::=:~::~ 5. ~~~~;~~g:A~~ ~~S~S~ ~E U~;N~~;: :~R~:ig~~RA~~~~E :,;SE. I -i-~~~~~~~~~----------,~,c"c~,,-_______________________________~ --_3~~~--"1l---{T-----~--~~-~---~---~------"~T-----~;-~~~~~1::~: 9. THE HYDROGRAPHIC INFORMA'1l0N DEPICTED HEREON REPRESENTS A SURVEY MADE ON 3/20/06 l AND CAN ONLY INDICATE THE GENERAL CONDmONS EXIS'1lNG ON SAID DATE. I tfE1EEEt111r1EE1Enrr rr.......... .., ....rr 10. LDCA'1l0N OF 1925 LAND GRANT SHOWN HEREON IS APPROXIMATE AND BASED ~;epep"pp"pppepPPPPP"PP~O""""UUlll'" '" 'll~i:;:;: IN PART ON ELECTRONIC VERSIONS OF PINEUAS COUNTY TAX MAPS. -:,;i,t ..........<oo....."::",:.............."'c.o........ . ..;..:..~.~r::';~ee~g-' ~Ee~t:c..c-.. I I I I z ~ ~/ ~c ~APPftO>1MAlE ~ /" lOCA 110N OF SEAWALl ~ Vl 4. VER'1lCAL CONTROL IS BASED ON CITY Of CLEARWATER BENCH MARK "F-05". ELEVATION- 6.5075 FEET NAVO BB. 5.2575 FEET MEAN LOW WATER. PINELLAS COUNTY OFFSET 11. RIGHT OF WAY EASEMENT SHOWN HEREON AS PER TRUSTEES Of THE INTERNAL IMPROVEMENT FUND Of THE STATE Of FLORIDA "CANAL RIGHT-Of-WAY EASEMENT". '2. SEAGRASS SHOWN HEREON AS MARKED IN THE FlELO BY TOM CUBA Of DELTA SEVEN ON 5/31/06 AND LOCATED BY GEORGE F. YOUNG \11TH REAL '1lME SUB-METER D1FFEREN'1lAL GPS. DETAIL OF CHANNEL. EASEMENTS. AND SETBACKS 1~1.25lANOGRANT~1 '~...; 'w 7: ~w I 5OOoo'~1 _-- N: 1322693.53 ......... E: 3B9350.73~ _- GRAPHIC SCALE _- ," = 200' _- I 1 I _---------------- - / " - --l--------------J~g-~L~~----------- ----------------r-~~:::.:.~ ~\('-~- 1!: - l -1- P.lliELl.A5 CllU'ill' QffSEL -, ,=cf _ _ _ _ _ _ _ _ E'-.:'96~2.~ _ _ _ ~ ~-~- \ :;:~. t-~ I - - :E~N~_ _ _ -"ElD CENlERlINE PER CHANNEL LIGHTS _~-~-~- J'l>( -- -- - -------G.i.w.wc5iro;uNEPEi..uscOE---,~ -j-:-----------1-------------l""" \/ g ld.s b. 6 ~; 1322225.96 ........ C t E: 396576.77 ...... .......... .,. 0 , ,..... 1- J - - - - _\P.lliEl.\AS<;QUNll'QffSEL - - - - - - - - - - - - -l- - - _ _ _ _ _ ~ /_--/--/ ----------------_J~g_~L~~~____________,----------------r------------------(-/ \ ~ j~~~~~ ~ \ \ \ \ \ \ \ \ \~ ,.. ~ \'; 'Z ( CUENT PROJECT NAME REVISIONS ( 4919 Wade Trim Memorial Highway, Suite 200 Tampa, Florida 33634 HYDROGRAPHIC AND TOPOGRAPHIC SURVEY CLEARWATER BAYFRONT MARINA SEC. SInce 1919 lWP. S. RNG. E. No. OlSCRlPIJON DAlE BY George F. Young, Inc. UCINSID BUSIMISB 011 ARCJII'I'EcruRJ . IHGINBERDfG . ENVIROJOIENTAL LAllIlSCAPE .\RCJII'I'EClUl. PLAlIIIJJlO . SUIlVIYJNG sr. PmIlsBuRc. T_.. _ . 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'S7 >~'f~~~'f 7~,?~ ~~'? ~'?~~~'? ~.~:~:'? -'A3V~ y~ yV<-, >I~ x>f/, 7'?~~~'? .'f/~X>~i>: i>~~~~ A. . WOOD DOQ( PROJECT NAME HYDROGRAPHIC AND TOPOGRAPHIC SURVEY CLEARWATER BAYFRONT MARINA SEC. S.RNG. lWP. E. 24~SlEEl.PIPE (PIPE TlIRNS AND GOES DOYM) " PIERCE 100 CONDOMINIUMS REVISIONS .... DfSCftIPTKlN Or'" ""TE 8 INCH PVC !NV. _ 111 BY SEAWALL (1.; 'MOE) ( SInce 1919 " (/ I I I I I I I I / ! / f "ATC I LINE B B r J SHEE 3-4 /// / // ;' /// II .-/ II ,--- / \ \ \ ~-- " \ --~ \ \ //) (/ I I I / I //~ L, _. ___---///'/ '''----- -- George F. Young, Inc. UCIII8ID BU8IRIBII 021 .ARCHlTIc'ruRI- BNGINIBRING -INVIROlOIIN'I'AL LANDSCAPI: ARCJIlI'ICI'URI. PLANNING . SURmING ST. PJ:I'DSBURG. TAMPA- BRADIN'fQlf . GAINISVIU.I RESPONSIBLE OfFICE: 299 9th Street North ~.:Po~l.l4J~101F~727) 822-2919 '" . JRP CHECKfD: GSN ."., ""'" SEE SHEET 1 FOR NOlES. SIGNA lURE, AND S<AL , , - Grep S. N1pp8l" Aorldo SUl'V8)'or s Rag'n. PSMI LSS683 1~ lftDl RCP ~v. ,. -0.\ , 5 , :v."?2.~ -- .. ::~'~ IS , SHEET : i I ~ ~ I ~ < ~ ! ~ $ ! I ! i ~ !l ;::, '1. !l I ~~: I J~~: ... U' NEW BRIDGE STAUClIJRES (SEE SHEET 1 OR CADD Fl.E FOR AClUAL LOCATlON) /~PIUOC / / / / /// // ---- ~II '.. 1:::: ~~ ---- <" r- / / / ( \ \ \ \ \ \ \ \ ) / \ / V //"', / \ ( '- \ ----- / \ -----_.../ \ \ \ \ \ \ \ /) ./ -/...../ 20' 0 10' ~..._- (~ 20' I ",.",.---------, // \ ......-/ \ " \ \ \ /r-------..... / / / / / / I::;: // ////~-~ / / ~ 1..../ <', \ _ 15 ,,'\ SEAWAU. (1.4' .x) \ = ~~!.CI" TfUHSPCRTAlO (D.o.T.)', \... \ FEl..O ElEVATION _ !U&' NAW88 \..... -!'~ WEl[R (TlP. \PUElJSHED ELEVATION (PER o.O.T.) _ &.14' NC\(l ~ '-___..... , " / ''------/ SEAWAll. (1.T '."" GRAPHIC SCALE ,. = 20' .... NEW IIIlIOGE """"""'" (SEE SHEET 1 OR CAOO FU: Fat ACnJAl. lDCATlON) ~ ,.. ~" ::~2 Cl.D BRIDGE S1mIClUAES (Typ) !ir.27 REVISIONS George F. Young, Inc. SHEET ( UCBNSBD BtJ!IMIIBB 021 ARCIIJTIC'J'uM . ENGINDRING. INVIRONIlIHTAL SEE SHEET 1 F'OR WlIlSCAPI: ARCHJTBCTUIlI. PLlNIIIIIG . SIJIl'/EYIlIG NOTES. SIGNATURE, ST. PE!'EBS8URG. TAMPA. BRADINTOM . GAINESVILLI: ..., SEAL i RESPONSIBl..E 0F'F1CE: 299 9th Street North ~.:~2~43~101F':'~n7) 822 2919 Florida 5ul'\l';~S ~eg~~sw, LS5683 5 ! Since 1919 0 " "'''' I No. o<scRPIION "'IE II'< """'" .... "'''' 59 08 - GSN """" , - JOB No. 0&13-035&-00 7117 ".../ lIl476 ~ASPHALTPARlONG lIl470 ;114.~ '-m ........... 'TDIPORNff BEN04 WARK 11 ~ SET IRON ROO WI RED CAP ElEVATION .. &.82' HAW ell ./ ,/'/ ....('" ,/ / /' /' /' ~'" / /' /' ..x:;; --lO' ,/' ~\-y c'-/";" ,,\~'.., N'f'ROXlWATECanIRl..INE\ ~ t..~ y' ,/' ,~.. ,~.. ,..,. 'A~V~~ ~?\ I ".. ~ W[TAL STREET SIGN (TYP.) ,~.. lIl6..19 )(6.10 "n x 6..12 ~~ 0--"" WAHHlllE 6.l13 6..17 .... / ~;3 . ~' ..'~ . ': ..,. )(6.24 '6.2, l:?\ ,~ ,~" \ \ ) "<1< CUE PROJECT NAME Wade Trim 4919 Memorial Highway, Suite 200 T ampo, Florida 33634 HYDROGRAPHIC AND TOPOGRAPHIC CLEARWATER BAYFRONT SURVEY MARINA SEC. E. TWP. S. RNG. Ul~ :I: > ~d iil:I: ~c IZ ()l1Tl o I o 1(4.63 4,74X " .. , ,/' ~ ~ ~ i ~ ~ I ~ ~ ~ ~ f! 8 ~ ~ f ~ ~ Ii ~ ~ ! ~ --- " , " '--- ""N~ ........................--- r/ / / / / / / / _/ --- /--- / / (/ I , I '--.j --- --- .......---- V' 20' 0 let I""\.i-.- 20' I GRAPHIC SCALE 1" = 20' r-----------------.......... / ' / / / / / /// _/'/ --- ....0lASS /~- /// /'///// /' --- ---- /////////~--- //////'/ 1Il~ :J:> 1T1-1 1T1(") iil:J: .Jo.C IZ UlIT1 (") I (") ..............-- ~_/ ---- /--.. ,// ............ -~////// '- r , ( \ I \ J I~ I~Di2.~r\..- - 10 IN. PAUl --- ".. --- --- ... _1.67 ~ ....,. -- -- ---'SEAWAll.. (1,4' WIOE) '.03 )114.92 -------------- _-~7- -- -----~-1--- _.~\ ~~ ------~--J ~~:~~ ~-~ 8 lNot Q..AYPlPE ---~ Nt \NV... 1.42 -___ ...6.61 ~_'. ':: : .', . '., . . :: .:',' ~~. : " . " ~ ....' 1Io~.92 ~ I - ~ ~ ~ :l " - -- ---~.; - .... /. rASPHALTPARKIMG~ )(4.3 ". )Il )(443 e ---- ---- ' - -'~' _----"!99' ---- ..-<.. ---- ' ---- ,"'" ---- ./ ./' /' ./ /' /"'" ,/ / ./' ./' ,/..11 ~ 9 i ~ ~ Ii , ~ Ii ~ ~ ! g " )(4.61 /- ,/' SEC. lWP. S. RNG. E. REVISIONS George F. Young, Inc. r IEIN9ID BUSINI9S 021 SEE SHEET 1 FOR ABCIIl'l"IcTuR . ElfGINDRlNG . INVIRONIIENTAL NOTES, SIGNATURE. I.ANDSCAPI ARCHl'I'ICTt1BI. PLANNING . SURYBYlNG AND SEAl. sr. PmRsBuRa. TAMPA. IlRADINTOH . GADIBSVILLI' RESPONSIBlE 0FFlCE: 299 9th Street North ~.:P(j27)b~2~4JJ,3i01F~~27) 622-2919 Since 1919 """""'"' "OLD '" Floflda Survtl)'~'S ~.;.t~M' LS568J No. QESCR\PT\ON DATE "" ORA.... .,'" D.uE: - ., Oi CHECI<EI> GSN ""'" 1 _ 20 UENT PROJECT NAME Wade Trim 4919 Memorial Highway, Suite 200 Tampa, Florida 33634 HYDROGRAPHIC AND TOPOGRAPHIC SURVEY CLEARWATER BAYFRONT MARINA . , Responses to DRC Comments of September 4,2008 DRC Meeting General Engineering: 1. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Comment: Concur. No action needed. Environmental: 1. No issues. Fire: 1. Show and label FDC locations and all associated Fire Hydrants. PRIOR TO CDB Comment: FDC locations and fire hydrants are shown on plan set. 2 . Add general note to state intent to meet NFP A 303 requirements for standpipe systems. PRIOR TO CDB Comment: Note added to plan set Harbor Master: 1 . 8/26/08 - Per Bill Morris - I and my staff have reviewed this and the only thing we could find is not on a numbered page but near the front of the application Under Flexible Development Application Applicant Reponses. I am not sure if they are material to the application in that it concerns the Job classification we say we will put in the office on site and that has not been decided yet. Section D. Written Submittal requirements (Code Section 3- 19.A) Subparagraph 6. Where it speaks to Hours of Operation. It is worded that: " The Downtown Boat Slips will be staffed 24 hours a day, Seven Days a week. The staffing will consist of a Dock Master office Staff manned by a Marine Trades worker from 6:30 Am until 9 PM and a police Aide Security Guard from 9 PM until 6:30 AM the next morning." It should read: " The Downtown Boat Slips will be staffed 24 hours a day, Seven Days a week. The staffing will consist of a Dock Master office Staff from 6:30 Am until 9 PM and a police Aide Security Guard from 9 PM until 6:30 AM the next morning." similarly further down in the same section the last paragraph in Section 6 Says the office; " will be staffed with a Marine Facility Operator" and it should just say: "will be staffed with Marine Department personnel" and in the last line of that same paragraph the words: "Marine Facility Operator" Should be: "Marine Department staff' Comment: Revisions have been made to the text reflecting Mr. Morris's comments. Legal: 1. No issues. Land Resources: 1 . No Issues. Landscaping: 1 . See Zoning comments. Parks and Recreation: 1 . The Public Art and Design Impact Fee is due on this project, pending transfer of impact fee funds. Please contact Chris Hubbard with any questions 562-4837. Comment: Concur 2. No issues in regards to P&R impact fees - City project. Stormwater: 1 . The following shall be addressed prior to issuance of the Building Permit: 1. Sheet C-I5: Provide invert elevations and slope of the proposed 18" RCP. Comment: Invert elevations have been provided on the revised plan sheet. 2. Sheet C-I5: Provide a detail of the proposed gutter grate. Please show the connection of this grate with the adjacent structure and/or pavement in a larger scale. Comment: Detail of proposed inlet has been provided on the revised plan sheet. 3. Sheet C-I7: Provide a detail of proposed inlet type C. Comment: Detail has been provided on the revised plan sheet. 4. Sheet C-I7: Provide invert elevations and slope of the proposed 15" RCPs Comment: Invert elevations have been provided on the revised plan sheet. 5. Sheet C-I7: What type of manhole is proposed on the existing pipe? Will it be a doghouse type? Provide a detail of this proposed manhole. Comment: Please refer to revised plan sheet. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Comment: Concur. Solid Waste: No Comments Traffic Engineering: 1. The City's parallel parking dimensions are measured 8' wide by 23' long. If the parallel parking spaces along Cleveland Street and Drew Street are striped to 23' in length then the applicant can acquire more public parking spaces. Comment: The plan has been revised to reflect these dimensions and one additional parking space resulted. 2. Describe where and how boats will be unloaded and loaded with a boat trailer? Comment: There are no boat ramp facilities proposed with this project. The Seminole Boat Ramp north of the project site will continue to accommodate boat trailers. The above to be addressed prior to a Community Development Board (CDB) hearing. The following to be addressed prior to a Building Permit: 1. On page D-I of the detail page see handicap parking sign, change the Florida Statute number to read "F. S. 318.18". Comment: The detail page has been revised to reflect this statute number. 3. Add to the projects detail sheet the F.D.O.T.'s truncated dome detail (Index 304 page 6 of 6). See link provided: http://www.dot.state.fl.us/rddesign/rd/R TDS/08/304.pdf Comment: Please refer to the General Notes where this information is provided. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (e.O.). Comment: Concur. 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Comment: Concur. Planning: 1. Description of Request on Page 1 of the application needs to include all setback reductions (north and south) and width increase. The reduction to the required setback should be written "a reduction to the side (south) setback from 197 to 43 feet". Additionally, there should be a reduction to the side (north) setback as the existing dock, nor the proposed extension, does not appear to be 197 feet from the north property line extended. Finally, there may be a dock width increase, because we need to look at the TOTAL width of the docks (existing and proposed) from the north "end" to the south "end", including the Memorial Bridge Causeway area (not an addition of 535' + 503'). See other comments about dimensioning. Comment: The application form has been revised to reflect this wording and the appropriate setback requests. 2. Site Plans need to show the following: a. City property lines on the north and south Comment: Property lines are depicted on the final slip layout plan. b. A dimension as to the property width (it has been indicated as 1,970 feet but I have no drawings that show such dimension) The property width is 1,357 feet as reflected on the revised final slip layout plan. c. The property lines (see "a" above) need to be extended into the water Comment: Please refer to response above. d. Setback dimensions need to be indicated from the property lines (north and south) to the closest part of the docks (existing and proposed) on the north and south. On the north side there is the existing fishing pier that is included as part of the "dock" and there is an extension of such that also includes the floating dock that keeps boats out of the sea grass area; Comment: Please refer to the final slip layout plan prepared by Misener Marine. e. A dimension as to the dock width (that dimension between the setbacks requested); Comment: The dock width is 1,463.1 feet (i.e. 1,490 feet minus the two setbacks of 7.9 feet south setback and 19.0 feet north setback) f. A dimension as to the dock length (it has been indicated as 675 feet, but I have no drawings that show such dimension); and Comment: The Dock length is 1,490 feet at its widest point in the southern basin. Please refer to the final slip layout plan that shows this dimension. g. A dimension showing the width of the waterway that the docks are being located within (response to Section 3- 601.C.3.h.ii refers to 75% of the waterway width being 1,477 feet, but it is 75% of what dimension?). Comment: The narrowest point of the Intracoastal Waterway at the Boat Slip site is 930 feet (see graphic on next page). The widest point of the Marina from the seawall to the outside edge of the attenuator docks paralleling the channel is 685 feet. Hence, the width of the Boat Slips is 73.7% of the width of the waterway. 3. The first page of the application indicates the following parcel numbers are involved with this application: 16-29-15-00000-210- 0110; 16-29-15-00000-210-0100; 16-29-15-43956-000-0010; 16- 29-15-76482-002-0010; and 16-29-15-20358-001-0040. After cross-referencing with the Pinellas County Property Appraiser's office, it does not appear that these are all of the parcel numbers for property involved with this project. For advertising purposes, I need to ensure all affect parcel numbers are listed on the application. Please check with the Property Appraiser's office for all affected parcels. I have a map that indicates the properties listed above by parcel number that you may have to assist in determining all affected parcel numbers. Comment: The first page of the application reflects all of the affected parcels. 4. Need to complete the Affidavit to Authorize Agent (page 7 of the application) by including the appropriate information in Sections 1,2,3 and 4. ~Ol !1~:~ ! ~ Comment: The Affidavit to Authorize Agent has been revised as requested. 5. Response to General Applicability criteria #2 - The boat slip project is also abuts the Scientology property on the north side of Drew Street. Revise response to include this adjacent property. Comment: The response has been revised as requested. 6. Response to General Applicability criteria #5 - In the 4th line, change "compliment" to "complement". Comment: The response has been revised as requested. 7. Response to General Applicability criteria #6 - The response refers to "the public docks". Am unclear where such "public docks" are located, as the Misener Marine plan does not indicate where the "public docks" are. Expand the written material in this criteria response and provide a plan as to where such "public docks" are located. Comment: The response has been expanded to clarify the location of the public docks. They are also depicted on the final slip layout plan. 8. City of Clearwater Land Ownership - This paragraph describes what submerged land the City owns. Can there be submitted a map showing what the City owns (even if 8.5"xll" in size) with an indication (generally) where a lease will be necessary from the State? Comment: A graphic has been included (from the 2003 Marina Feasibility Study) depicting the general location of the state owned submerged lands. A legal description of this parcel will be submitted with the FDEP permit application. A lease will be executed with the State of Florida as part of the FDEP permitting process for this parcel. 9. Project Description - The first paragraph mentions a "ferry landing", but there is no plan that shows where that is to occur. Indicate such on plans. Additionally, suggest expanding the written material to discuss what is meant by a "ferry landing", including where such a ferry might operate between other location(s), where such a ferry might dock (it probably won't operate 24 hours a day, so that it will be docked someplace just like any other boat), the operational characteristics of such a APPROXIMATE LOCATION OF STATE SOVEREIGN LANDS FOR WHICH A SUBMERGED LAND LEASE WILL BE REQUIRED " ....., '! , - '. / , "~ ''/ . ,"'"" ' . . ."'~. , '- ''', '" "'" ~ '" "', "<""" '" '~~")~"'<, ", '" 'y/ '" '- ," ' " " """'/ ~ ~~~~\\~~[/~~$~~ ;:~ "" l ~",~"'",,,,~ 'i<~.:(~,,~,"".'\ ",~~;~n :" ~<:~~"~~~\~:~~":)~c~~1 '~. , I-_~,_ ~ 'I I I' ' ' " , /~__'" f ~'_'-:~',,:",'~ I -~.~ -,--. ~-,'. '~;~~~~ " '" '~",,,-, '-'.. / '-. -'-." i "', v~_...- c.-:-J.o,GHMAN PARK ... ~~~~ ,S~"':::;.~.';:.:. Con!coi!etl LandS 5::2t8 SC1\tere~gn Lands Source: Clearwater Bayfront Marina Feasible Study, Wade Trim, Inc. September 15, 2003 ferry, the positives and negatives for having such a ferry landing, how it relates to upland improvements (including the drop off area and parking), etc. Comment: The proposed ferry landing will be located in the north basin at a location to be determined. At this juncture, the precise size and/or type of ferry vessel has not been determined, nor its hours of operation, hence its location and docking needs have not been determined. Notwithstanding, its location will not adversely impact boater safety within or outside of the project footprint depicted on the final slip layout plan. 10. Responses to Section 3-601.C.3.a.ii) - The response needs to comment only on the docks and not the dock master building or other upland improvements. It is important to note in the response that this is a publicly owned marina, which may not be consistent with docks on adjacent properties, but is also as generally approved by the voters in 2007. Comment: Reference to the dock master building and other upland improvements has been deleted. It is important to note that this is a municipal marina which is inherently different than nearby residential docks. Its upscale design utilizing floating concrete docks represents a purposeful effort to complement the surrounding area and serve as a catalyst project for further redevelopment in the general area. This project was also approved by city-wide referendum. 11 . Responses to Section 3-601.C.3.b - Need to include how the design of the docks will not inhibit boat traffic within the channel of the Intracoastal Waterway and how the dock design will provide a defined location for transient slips for events at Coachman Park. Comment: This section has been revised to further discuss how the docks will not inhibit boat traffic. 12. Responses to Section 3-601.C.3.c - There is no plan that shows where the channel of the Intracoastal Waterway is located, especially in proximity to the proposed marina. Include such. Comment: The centerline of the channel is shown on the final slip layout plan. 13 . Responses to Section 3-601.C.3.d.i) - The slip layout plan by Misener has been referenced as to the location of sea grass beds. However, the shading of such beds is not called out as "sea grass beds" so that it is clear as to what the shading depicts. In the South Basin, what will prevent boaters from traveling eastward closer to the seawall, and into the sea grass bed, east of Dock D? Will there be any signs restricting access to this eastern area? Comment: The final slip layout plan has been revised to depict the sea grass beds. Signage will be placed adjacent to Dock D in the southern basin restricting access to the sea grass area. 14. Responses to Section 3-601.C.3.e.i) - Part of the criteria was left out when typed (add in). Also, the response in the last paragraph needs to address the one-foot minimum clearance distance between the bottom of the vessel and the bottom of the water body at mean or ordinary low water. Comment: The criteria has been inserted as requested. The water depth under Dock D (the dock located in the shallowest water) is 4.9 feet at mean low tide which provides for more than one-foot minimum clearance distance between the bottom of the vessel and the bottom of the water body at mean low. It is envisioned that these slips will accommodate the smallest vessels 15. Responses to Section 3-601.C.3.h.i) - Need to also deal with any setback reduction on the north side. For both the north and south side setback reductions, need to provide justification for such reductions. Comment: Please refer to the revised response to this section. 16. Responses to Section 3-601.C.3.h.ii) - Need to also indicate that the length of the docks is restricted by the channel of the Intracoastal Waterway. Comment: Please refer to the revised response to this section. 17 . Responses to Section 3-601.C.3.h.iii) - See other comments needing dimensions on plans showing the waterfront width (indicated as 1,970 feet in width). Width of the dock must be measured from the northernmost tip of the existing fishing pier (closest to the seawall) in the North Basin to the southernmost tip of the wave attenuator on the south side of Dock A in the South Basin. You cannot take out for the Memorial Causeway Bridge. It appears that the width will exceed the 75% rule. Will need to determine the actual width, include such in the request and provide justification for such increase in width. Comment: The width of the dock measured from the northernmost tip of the existing fishing pier in the North basin to the southernmost tip of the wave attenuator on the south side of Dock A in the South basin is 1,490 feet. The irregular shape of the basin and presence of the Memorial Causeway Bridge bisecting the two basins creates a challenging, yet appropriate, site for a boat slip project. At FDOT's request approximately ten (10) slips were omitted from the original plan resulting in the 129 slips proposed. Strict enforcement of the 75% rule would result in the loss of a significant number of slips. Variance from this provision is appropriate given the demand for wet slips, the slow minimum wake zone abutting the proposed docks, the catalytic nature of the project on surrounding redevelopment activities as evidenced by the positive voter referendum. Additionally, as noted elsewhere in this application the project as designed will not adversely affect boater safety in the area. 18. Responses to Section 3-601.C.3.i - This IS a publicly owned facility. Need to provide a response. Comment: The proposed boat slips will be publicly owned and operated. No roof structures or vertical walls are proposed. 19. Response to Section 3-603.A - Response states that sewerage pump out facilities will be provided. Unclear if this is a change from prior Committee meetings, as I do not recollect such facility to be provided. If to be provided, show where such will occur and the operational aspects of such. Comment: Sewerage pump out facilities will be provided at single locations in both the north and south basins. The precise location has not been determined but would likely be located inside the project generally along the east/west docks paralleling the Promenade. The specific locations will be identified on the final construction plans. 20. Response to Section 3-603.B - Need to address all aspects of the criteria (only fueling addressed). Additionally, the proposed marina is not adjacent to residentially zoned property. Comment: No fueling facilities are proposed, No boat launching facilities are proposed. No servicing of boats will occur after 9:00 p.m. or before 6:00 a.m. 21 . Response to Section 3-603.C - Response appears inconsistent with that in the Response to Section 3-603.A, where sewerage pump out is proposed. Need to expound and clarify. Comment: No fuel storage facility is proposed as part of the project. The sewerage pump out facilities will be located, designed and permitted to meet state and local requirements. There will be no above water pump out holding tanks. 22. Response to Section 3-603.F - Did not address "adequate sanitary facilities" landside (at the dock master building). Comment: An enclosed dumpster facility will be provided at the Dock Master office building at the north end of the project as noted on the final slip layout plan. Additionally, at least two trash collection facilities will be provided to serve the south basin. 23 . Response to Section 3-603.1 - Need to provide a response, beyond that other agencies approval processes will require demonstrate adequate tidal flushing and aquatic circulation patterns. Tidal flushing studies and aquatic circulation pattern studies are not required as part of the local permitting process. The City's does not issue dock permits but relies upon the required permits and/or approvals by Pinellas County, the Florida Department of Environmental Protection, and the U.S. Army Corps of Engineers where these issues are thoroughly addressed. 24. Dock master building - There needs to be a discussion in the application material as to what functions will occur at this building (dock master offices, laundry, restroom and showers). Need to discuss (possibly if floor plans are available [existing versus proposed] to assist visually) the existing building, how it has been used, how it will be renovated and expanded and how it will function. Comment: The Dock Master building has been utilized in the past as a ticketing facility when the ferry operation that used to launch from the adjoining dock. The building will be used as a Dock Master's office staffed by Marine Department staff. The Downtown Boat Slips will be staffed 24 hours a day, seven days a week. Staffing will consist of Marine Department personnel from 6:30 a.m. until 9:00 p.m. and a police Aide Security Guard from 9:00 p.m. until 6:30 a.m. The building will also provide ADA accessible shower and laundry facilities for boaters utilizing the marina. The building has and will continue to be renovated and upgraded to serve the proposed boat slip project. A floor plan has been included in this Flexible Development application along with color architectural renderings of the structure. 25. Sheet C-IO - Wheel stops are required for the eastern parking spaces in the southern parking lot (Section 3-1204.D). Because the western parking spaces are flush with the sidewalk, it is highly recommended to install wheel stops to prevent vehicle encroaching the sidewalk and traveling into the water (same comment is applicable to the parking spaces on the west side of the northern parking lot on Sheets C-ll and C-12). Comment: Wheel stops have been added as requested and noted on the referenced Sheets. 26. Sheets C-2, C-5, C-6, C-9, C-IO, C-13, C-14, C-17, C-18, C-21, E-l & E-4 - Show property lines (there is private property to the west and to the north). Comment: Property lines are shown as requested. 27. Sheets C-2, C-4, C-5, C-6, C-8 & C-9 - Remove proposed boat slips from the "Existing Site Plan" and "Demolition Plan" sheets. Comment: The boat slips have been removed from the "Existing Site Plan" and "Demolition Plan". 28. Sheet C-ll - Dimension the width of the sidewalk west of the northern parking lot. Comment: Dimension is now shown on Sheet C-ll. 29. Sheet C-ll - Dimension the width of the landscape area between the northern parking lot and street curb for parallel parking spaces. Comment: Dimension is now shown on Sheet C-ll. 30. Sheet C-ll - Parking spaces have been dimensioned as nine-feet wide typically with an overall dimension of 36'. It was previously recommended to make the landscape island on the south side of the handicap parking space 0.9 feet larger. Instead, the HC space has been widened to 13 feet. Reduce the HC space to 12 feet and convert the 0.9 or I-foot to landscaping as previously requested. Comment: Completed as requested. 31 . Sheets C-ll & C-12 - It appears that the concrete curb proposed on the west side of the parking spaces in the northern parking lot on the 90% plans has been removed. As such, it appears, based on the ME indicated on Sheets C-15 and C-16, that there should be no need for a handicap ramp for the handicap space in the western sidewalk. Comment: Revision completed. 32. Sheet C-12 - Indicate the width of the sidewalk along the seawall. Comment: Width indicated as requested. 33. Sheet C-12 - Indicate the width of the driveway into the northern parking lot. Comment: Width indicated as requested. 34. Sheet C-13 - It was previously recommended to install a flagpole in front of the harbormaster building. If to be provided, need to show location on this sheet (need to also indicate proposed height of flagpole). Comment: The location of the flagpole has been indicated in Sheet C-13. The height of the pole will not exceed 40 feet. 35. Sheets C-18, C-I9 and C-20 - Code requires interior landscaping at a rate of 10% of the vehicular use area of these two parking lots, with one shade tree per 150 square feet of interior landscape area (two accent trees = one shade tree, planted relatively close to each other; three palms = one shade tree, planted in a cluster of three). Revise to provide the required number of trees. Comment: Revisions made to referenced Sheets as requested. 36. Sheets C-18 and C-19 - Fire truck access from north end of southern parking lot to Cleveland Street - How will the fire truck driver know the location of the geoweb so as to stay on the access area? Will it be outlined somehow so the driver knows the path? Is the sidewalk along Cleveland Street being designed to withstand the weight of the fire truck? Comment: Trees have been added to define the geoweb area for fire truck access. Yes, the sidewalk along Cleveland Street is designed to withstand the weight of the fire truck. 37. Sheets C-19 and C-20 - Landscape islands in the northern parking lot are large enough for shade trees to be planted. Alternately, two accent trees or three palms are required in the islands. Comment: Referenced sheets have been revised as requested. 38. Sheet D-6 - Move to be Sheet C-22 Comment: All landscape plans are labeled with "L" prefix. 39. Sheet D-6 (should be C-22) - Revise the Landscape Schedule for the following: a. Indicate for the LI, LI2 and LJ that they must be a minimum of2" caliper at time of planting; and b. Indicate there must be a rain sensor for the irrigation system. Comment: Revisions made as requested. 40. To be clear, is the electric service for the bollard lights and the parking lot lights for the southern parking lot being placed underground? Comment: Yes. 41 . Need a detail for the compactor dumpster enclosure. Unclear how one gets into the dumpster enclosure to dump the trash. Unclear of the exterior material and color of the dumpster enclosure, including the gates. Comment: A standard detail has been provided for the dumpster. The exterior material and color of the enclosure will compliment the Dock Master building. INDEX OF PLANS u.. .61,,"11',;~ .,~, ~\ ~ .",S~hL. OF rilE ~~ ~.._, ~~ ~~ I ~~ $G ,,\,~ 0 \ s" ~ ~ s s ~c> :g:1 '\~ ~~ ~~~ ~~.~ ~.;{1:4TER ~~l ~""'III},IJ SHEET # c-o C-1 C-2 to C-5 C-6 to C-9 C-10 to C-13 C-14 to C-17 C-18 to C-20 C-21 L-1 to L-4 L-5 E-1 to E-4 E-5 to E-6 " ~ ., I U " ~ uti: zm Qo "'r ~m O~ ~"- -0- )t.~ 0_ 0 "'~ 0 g~ irg ;; 0 ~ ~ ~ J w > 8 "' ~ .,; ~ J, u " f ~ ~ ,.., Q:~ ~~ ~{ ~~ 0 t'" a~' 0::..(." "-u SHEET DESCRIPTION COVER SHEET LEGENDS EXISTING SITE PLAN DEMOLITION PLAN PROPOSED SITE PLAN GRADING AND UTILITY PLAN SITE DETAILS SWPPP PLAN AND NOTES LANDSCAPING PLAN LANDSCAPE DETAILS ELECTRICAL PLAN ELECTRICAL DETAILS o a er ea >- I-- u Engineering Department BAYFRONT UPLAND IMPROVEMENTS Sect. 16, Twn 29 South, Rnq 75 Eost 07-0045MA ~t"- .~. It] WADETRIM 8745 Henderson Road Suite 220, Renaissance 5 Tampa, FL 33634 813.882.8366 FAX 813.884.5990 Certificate of Authorization No: 3592 www.wodetrim.com Building relationships on 0 foundation of excellence LOCATION OF PROJECT ENGINEER OF RECORD: MICHAEL E. RICE, PE PE NO. 23970 Frank Hibbard George N. Cretekos John Doran Carlen A. Petersen Paul F. Gibson Bill Horne Michael D. Quillen, PE City Engineer Mayor Vice Mayor Council Member Council Member Council Member City Manager Seat 1 Seat 2 Seat 3 Seat 4 Seat 5 LOCA nON MAP .>< ,!O Approved By " c c 1: VICINITY MAP 09/15/08 08/01/08 05/19/08 11/08/07 City EnglDeer FINAL DRC SUBMITTAL DRC SUBMITTAL 90% SUBMITTAL 30% SUBMITTAL '" Q. Z Date Approved City Job Number Plan Set Number 2007061 i 1 ] ~ 9 S~EETLAYOUTLEGEND '" / "N 6'" "N "'.., ;:::;;D / ~~ zw y / / / / / / / " iL W- il ~ i~ [f--= (}=,:- 0$'_-'-0.--'.' . -.,..f_...<;".,!.c """""" ---~- ----------~~-==-- ~~lt: ~- * ~- 5f.- if ~ .~ .-' RECORD DRAWINGS \111~~(At::;....__ /$~"'"\ ~ ,d,.... {':::. ~ n -.....:: II % :::.~ ~ !-oo~ ~'Vp j'i' -__..1v4 rtR ~ ,III' ..........., /111 CITY OF CLEARWATER, FLORIDA ENGINEERING ~e:PST l"'ItOJEC'ENl:iM_i11 ~!Klo"1P'l: REVISION ,,- CO, C-~ C-13 C-Il E-4 C-4 C-B C-12 C-16 E-3 C-3 Co, con C-15 E-2 B 8 ~ ::*- CENTER LINE - L C ClI<8 . GUTTER - MIAMI ClI<8 . ('uTTER - ,TANDARD DISTANCE EDGE CI' ROADWAY - PAVED EDGE CI' ROADWAY - LNPAVED FENCE FENCE UlT~ GATE INLETS. DRAINAGE MAPS INLETS LANE LIE LIMITED ACCESS ROAD MATC~ LINE PROPERTY LINE - L P LAND LINE - L L RAILROAD - RR RIGHT -CI'-WAY - RI1IJ SECTIOO LINE (SECTlON- TOWNSHIP-RANGE) S1.1RVEY BASE LINE - SURVEY L B CENTER LINE CI' COOST.-L C046T. >'EDGE BCRF<lCW PIT DIT~ BANK OR SLOPES TREES u.ETLANO OVERlAND FL<:lll S~ LINE - EDGE CI' WATER S~BBER'r STREAM S TRUe lURE TRAVELED WAY 1OCIODED AREA. EDGE CI' ELECTRIC CABLE. BURIED ELECTRIC DUCT FIRE ~YDRANT GAS MAIN GU'r lINE , ANC~ PIN MANIlOLE POLE. CCt1BlNATlOO POu.ER . TELEPOONE POLE. L1(,~T POLE. ELECTRIC POu.ER POLE. TELEf'I.1Oo1E SANIT AR'r SEu.ER ST()f;I'-lJJATER PIPE TELE~ CABLE. BURIED TELE~ DUCT TELEY1SIOO CABLE. BURlED Tou.eR VALVE WATER MAU>< WATER METER (WM.J TRAFFIC INTERCa<. CABLE (TC) TEMP. COO$T. EASEMENT lTeE) LEGEND EXISTING PROPOSED ~ ~ 0< :>uu !-.ooo~ ~uu )0 0-( :>uu ~W~' :>uu ):l )( x )( -x-x- x x -x___x- o 1:1 [! ----<III-- c --- Q a ~~- ,','," ...',,'," Ii'. l I1III1 I1I1 I II I ....---EXIST R/W ,-R/W I , ,-1jl SURVEY I , ,-~ aONST c=J c=J c=J c=J c=J L...-.- B.P. I ~-----_.. 610.......<;.._ g.::. -r," --6::...1> 6 o OAK... PALM. PINE oMISC CYPRES , ,-<;, GONST B.P. I 1 .. 6 6 o. ~ OOOOOOO'UOODo ~ ~~ ---.:r--BE (7. 5K'4----- -BE4MTD(75K-4-- 6- C' ell a; ---< @ SAN QJElEC J[) STM <D TEL 'Q,CS OS 'Q,PW -0-- ~B"SA" ~36"RCP----- ~T(200PR1------ -- BT6MTD---- -----.:JC: --ue(CATv)-- -- !IQ. ~O"'WII OI.M. ==--=--= TC - BE(75KVt--- - BE4MTD(7SK'4-- -6- - 6'0 GM--- --l o 9 ~ -B"SAN.--- - 36"RCP----- - BT(200PRt--- -BT6MTD- - UG(CATVt----- ~ !Xl -10"W~ o W.M TC MISCELLANEOUS LEGEND 8 PK NAIL' DISK o FO..ND lROl PIPE ~ SET lROl PIPE . FOl.ND NAIL $ BE~ MARK 6P ~ 5FLICE BOX BOLLARD o DENOTES ~TE SLAB o DENOTES OVE~ COVERED AREA Q DENOTES BUILDU><U AREA I><J GAS vALVE rn PROPANE lJU-MARKER " WATER u.ELL ~ FIRE ~DRANT $ SPRN:LER $ V SPRN:LER COOTROL VALVE o WATER vJ\ll.T ~M WATER MOOITOR u.ELL STEEL SIUNAL 5ll"PORT POLE CCNC. SIUNAL 5UFPORT POLE SI(;N-SINULE S';CO SAN. CLEAN01JT I><J SAN. AIR RELEASE vALVE o STORM t4..ET -URATE-CENTER ISM SANITARY MARKER F.C.M. FOl.ND COOCRETE MC>LNENT FC.I.R. FOl.ND CAPPED lROl ROD F.1. R. FaN) lROO ROD F.I.P FOl.ND lROO PIPE C.L F. C~AIN L1JoK FENCE FM SANITAR'r FORCE MAIN IRR IRRI(;ATIOO LINE N.W.L NOI<I1AL WATER LEVEL TRANS. TRANSFORt'ER S/W SIDEWALK P.V.c. POL WU><'rl C~ORJDE PIPE ,) \1.(,' SPOT ELEvATIOO B.F.P. BACK FL01l1 PREVENTOR o PARKIG J-ETER o PM PARKIG J-ETER ~ V////d - 100 _"......TI -,~ IMCAV",,'!I! DEMOLITION AND SITE PLAN LEGEND SIDEWALK REMOvAL VE~Icu.AR PAVEMENT REMOvAL f'ROFOSED SIDEWALK f'ROFOSED ~ALT PAVEMENT MATC~ ELEVATIOO BA YFRONT UPLAND GENERAL NOTES STRUCTURAL LEGEND FFBW FROOT FACE CI' BACK WALL EB 18 ME1<MEDIATE BENT EF NF NEAR FACE FF BF BACK FACE END BENT EAC~ FACE FAR FACE (t) CALL LOCAL AJBlIC UTILITY NOTIFICATION CENTER ...,- 1---"'''' ~=v::c- It] WADETRIM THIS DRAWING IS COPYWRlTTEN o Wade Trim Group, Inc. W,A.Q( TRIM PROJECT NUI,lBER: _____...... ZIlJ Il4l__T_"-_ 1ftM!J~" FA)(::I1U14.Sm c.--._~Nct.:.. ............ ........................."..... CLW2067-01 M YL RO C:lECKEO &T MR """"NO. IMPROVEMEN TS AND LEGEND 0<..... AS NOTED COA.T!OIUoIlI4 05 19 0 !+EEl MO. C-1 --..0 "'" c;oelM.CTION ikI"EIItvttING &Gt€ER -- --- --- ---- ,/' /' I~____- -- ,,;?" ,,~ S"PVC INV_3.19 .If ~-A.f- n.! MATCHLlNE ........... TO SHEET C-3 o / I!J / /. /// 10'. / \ 1 \ \ Ii' \ " \ \ \ \ \ 04" \ '~" ~ ....;p.... ........)i ".. ;f ~tt i ~- ....'" :- ~ .'11/. .f ~ 20" PALl.4 .Jf I / / / / / / / / / / / / / I / I I \ I / ) ./ --- ~ ~O -r "'~ ~ 'I .,; " " ~ i, ')fL" or ~ 'Go? / /=5 \ S-302A lB"RCP JNV=2_0 \ " , . ". 'i " z 8 \ SEAGRASS rM---~--fM rM~r.4 'iitrN"Ii'l. CQ"Q WAI It' r rtl BLOW/~E_____________~_________________________________-----WArrRl~E-------- ~~~ ~-------------- RECORD DRAWINGS ~CT IIGN!:III !lPlEItV8HiIUCiIlNI!." REVISION - - -", :{ .{' ~ NORTH ARROW 20' 10' 0' 10' 20' -..r-.- 40' I .Ii' ~ 0\' + r.1 c I'O~"",IS::="I ---'- ------ t --------- ---- _,...tlll 1745.........."-1, r....R. 131M It.--.IDI MX:~ c.-.:llllflAaIatIIIIonND.::-.z ...-......- ............................~ CLW2067-01t.f "I' ......... /~"{ St:.AL.... -"'-..~ 11(j~,^" ~ ..d" t~ ~n"'~ g~ ~~::::. ~~ ~~ .$'/ -:.......:;4rER ~ ,ll,t "'.." "" CD BA YFRON T UPLAND IMPROVEMENTS SURVEY AND EXISTING SITE PLAN ..... " YL [l(Sf(;N[DSY otECKEO Err RD CONn:w::f NO. """ AS ClW 067.01M NOTED ..IT...... ....- SHttTHO'C_2 05 """"""'0"" """"""'" ~SN:iE"IOIIIEER .." ........~ -= ~.~ CITY OF CLEARWATER, FLORIDA ENGINEERING CALL LOCAL RJ6L IC UTILITY NOTIFICATION CENTER "....- ~.....". JWl...~1III'(lItl! "Q,/ oc.t.v,,"" " \ ~ I e r 1 ~:) I I I SIGNAL J~ C~ ;;> .;' ~ .;' IGNAL '" ,,;:0. """ " "" " ., r I ~ Cj"'? /1L/1 n\"'f , WATER UNE ..on I MARKER 12"OIP , 1 \) ;~ " ~;~~~~Gr'vON ~-- ~ ,<I> I ~ I ,'/ I ,"' -<1'/;/ "!11k . .'........ ~........ Ji' MATCHLlNE ~~;..................... /HEET C4 7 .......,..~ .)1.. ~ -:-- .Y"" ASPHAl-+- PARKI~ j..-- :,Q j; '" -\- ~ +" ...r .-r ---r .-r /'" .., --r " __ o,~ '" ~--.;. ---r ---- ~~ , , ....T.~T i ~ 1" I ~ 1 \ 0 d I".... ~ -; ..;> l//) / \ / _w ---- ~ 4' / ~ ....... TO SHEET C-2 RECORD DRAWINGS I ----- ~.~.......~~=- "III~~(At:-:...-___ ...(;~"~ ~ "''''''' {~ ~ p.... g~ \~~ --- $.,l ~-..~4;ER 5~11' ........." "" ~C'~H!:l!lIl ~~DCil""'" REVISION MATCHLlNE .....F............. , 1 \ TO SHEET G-4 ~,' I \ ~ " EL dTRIC \ (>( 1 \ (,c; I ~..,\ , I "' '"- ---- ):(?( '\ ---- ----- ',' I \ \ \ "' u LJ UGHTING ~ LIGHTING NORTH ARROW 20' 10' 0' 10' 20' ~- 40' I LIGHTING LIGHTING ~~--------------------------------------------- \21 II I LIGHTING G 8 UGHTING LIGHTING ., <f ~ .'" " ~ ~ .:: ,,~ ~ -" ,^ " -" -" -" CLEVELAND ST. ., ~ .;' "' <t -l' ~ ,,I "' . -,,' \ \ \ \ .f.. .~ ~PALM ~~ __-~ER~I~IfN.. .$ -:---:~ ~ 12" PALt.A ,.tc , - -2- -f^~~;Y6N - --UT;!n-L.:---=U---~\~__n_-_:~*N~n_---B~-W;;F.-R- ~ ',*, ....-~-" -~'~- ~--~ H ,~ - -;t ,'P ~ ~s '~~LEP~f';;~ '" 'W 1 ,., '" ~ :r 6" IDE CONe WALK ",,0 \ <.(r- 1~" P LM ~ I, ~ 12 PAlM + I \ (<" >f 5fALM )fLM " \ \ '~M ..;' \ : UGT ~C)8 "', ^ ~ , ~~ ~ p o ~/ .+>" Sf' -- -- -- -rc:':':' 'ci- . / I-S-- / y / 0::::0 /? ,^ ,^ ,," 5fALM Jf~M ,Jf ,,0 ,fj ~ ~. 19" ~ CLW2067-0'M 1__15_1 0_ film Gtouo. Me. _ ... I'lIGlIrI ...... '" -" :t -" MATCHlINE ................ TO SHEET C-2 12" PALM CITY OF CLEARWATER, FLORIDA ENGINEERING CD BA YFRONT UPLAND IMPROVEMENTS SURVEY AND EXISTING SITE PLAN .......'" YL DESlON(D BY RO CHECI((O ev RD CONTRACT NO. """ .........,"" AS CLW2067.01M NOTED .","""'" .....""" SHro'....C_3 05 19 0 .llPfl'1tlMD rQA CONS'RL<TIOOO SUPEIMSING EN(lIN(EF! .......T_,. --y~ 1HeA.V.A'lt! CALL LOCAl RJ6LIC UTtL IT..,.- NOTIFICA nON CENTER: ,~- 1-"."'"'" l'WI. ... ItCUIS IIIPOM Y(lUvc.IlV,l.. MA TCHLlNE .~.............. TO~SHEEJC-s . / I I \ +-- \ ~ 'T--'-'c'-'-'----~--'--nffJ'\w--c-~--~ /~ j I I I I ! I /12" - ""-----c--1---G"-------- ( I \ I C_-G_C_G f CTV--iTV__L_ CATV '~CTV / UGr / / ) / / / I J I I / I I I ! 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REVISION MATCHLlNE ............................ ./ (FF TO SHEET C-5 !><l J' <0 , , , , , , , , , o , ~ ~ : :. ..,.:r ~ ./i' ...t: 'c? foQ""> ..,,g> J ~-f-:;---,----------___~:t~~ ,_~__l_ / ..,0;+ ~16 PALM -r.,~~---------_____ I 1 ~ti' ~ . -------<~---1, ,~--16"W __{~_ 12"W _____________ -, ~ +'. ~ '" ~ .( L_+,_-' +' +" ~ : : ~SAMffl1lRf( Cl PIPE ElEVS.=3.2+/---' "f UFT 1 STAlImlIl :E' ~________~~I~_~~~~~w____J ," ClEARwATER PAVllllON ::- ~. [~ LIGHT! STORM GRATE INLET " ~ ........... / J I / / I j 7'----- --, ",-- j .:r:- ... -f I I I / I ~8' G__________ 1;>"p I ----------- CATV I ., or -" i? "' <r => u j ~ ~'<r~ "-~ ~ I--?:tt~"___n- --- - -- j I ~t \"",,,' ~HTING MATCHlINE ..... I. ..~.W!lLl ~~...~J~~..:::::..~........... TO SHEET c-3 ~ < > >< "I ~ CITY OF CLEARWATER, FLORIDA <D __n _T~ ~~n ENGINEERING CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER ~- 1-_........". ,........~~ YOUlloCAv"""" ;; ~ ~ ~ J' <0 ," ~ ~ ~ "' ~ .- ~ i? ~ ," WATER LlNES~. BA YFRONT UPLAND IMPROVEMEN TS SURVEY AND EXISTING SITE PLAN , I I I I , NORTH , , 20' 10': 0' ~- J' <0 I I I I , , I I I , , I , , I WTR : FOUNTAJ~~ ----------__J. It] WADETRIM -,...... "4I~ "-I. T..... R. ... euMt-.__ FAX:I1U14S18O ~"""""""'tIG.:_ ............... ...........................,,--. ~ ARROW 20' 10' 40' I -t-- I I \ I 1'O.::;c"",I5~1 _ _ 1'IIMCf_ CLW2067-01M ......... n O(SlGN(O BY RO ""OlEO"" RD JOII"'- AS CLW2067.01 M NOTED p",- ,...- 5''''' ... C _ 4 05 19 0 N'PRCM:D fQlll ",.....""""" SUf'(~["IGltoI[(R .... <>~ / ~w <;9/j / \ -\--\-'9 OJ / \ \ -----"E-----"E-UE- -l-' 9 ~ J> j ----\- _UE ----TUE -\-' . 9 . 2 j ---u/-----"E uE \ -=::Ji?~UE-"E- / ) llfE ')j / -\- '& } -\--\- ,;& ;,~j / / '& ''yj / I) -\- <j / t -\- :;;~Oj / I ~IJ I +'& '9j / ! ~ // OJ / ) :!~ /1 / / / / / \ ~ \ ! -\- -\- "& . '9 '/j '9 OJ 97j <'j j, -'r .\- ~ EXISTING ALUMINUM DOCK ( ( I / j/ / /1 / I / \ \ \ I / ~ / / / I / A // ./ / SEAGRASS . / . I / \ / I I /. I ./ 16"RCW \ \ J n.::; TT~" n"nc"C"",, I .' -/ JCHLlNE ' . ... . .~.......................... TO SHEET C-4 RECORD DRAWINGS !I.PE~pejoNE~1III REVISION \~ ,.; ~ ~ \" ~ / / / ---Uf._LlE-- ut:-----UE IJGE ---"; ~ / / / / / / ,,~%/ ' ){r., .J' GRATE tl~75 INY. EL 3 i ,>; - u ~ NORTH ARROW > ii' o 20' 10' 0' ~-- '" ~ / .' / ~~j~/ /~<o... ,,(( ,"" .. . UGT -i' <' IDEWA , / -l' -i' SEAGRASS 1 10 ----L-----L- t., SEAGRASS 14 OAK RIGAmfA TlON 10' 20' 40' I ~- +'~, 20. RECLAIM o!? _';-~__.H"'~_ ----I"'~----- -i? Ji' ..; cr /x-H--':- --~_-C:--=";~~=H::::'::'-~~__ //// -+10 .:> // / //", ~/ / X,/ /:~~~ /;:/;t.~'\'>.: ~\>-\~_ ~ Ot>-(5) /j\~I>-\~ >>~~<'."'" /'<>' //./// /// // /.// /. .,//' /// /// />/ ;>/ .1/ G-G~ ///lCTRICAL VAULT ,/ I ON CONe PAD (I i/I :1 1 i? IRRIG~~IO:; CONTROL BOX u (y 'f: I(:~ [:x:J +' .:;-.f" ..'" .;-'~O ',," , .. -):{.;- 8.; 9 4" ,6" OAK I $~\GRASS ~ -' - + 12 RN10N 0 OAK i -+'" .;: + .;' i? .;-' o o? ~o PAL" .\'.c'll ').0 7" PALM :; X .f' 9"()PALM'- ~ 7"PAL" ~6&lOWL ~- ,{><},4~ W r:-- - --~ - -,L{)<1l------ - ------- ----------- ---16" \ 1 \ 1 1 1 \ 1 \ 1 <" 1 4? v I ~"=:: - --+'-- - - - - - - ----- -- ----- -- --- --- - - 20"W -- -----------{><'f i '...:'<" ~.Jf : : 24" RC NE INY ""'~,.() : : EL."'1.1 . "'" : I C) 30" R P WINY, EL.ooO.52 ~ I ~ / 6" C 'I' S INY. EL.=1.75 "'" I 1 6'1:'1' N fNV. El=2.15 ~ : I 12" CLAY SE INV. ..,1/ "'" rG.I. I : PI El. 3.10 -\' .P 'm' ~fSAtTNE..3.54 : : . ... ......~................. . TO SHEET C4 ~ ';fL" .;' I'" .............. ,110-{ S(Al!r.... --_ l$M"''''' ~ "I,... {~ ~~.. ~ ~~ ~-v-A ~l ":..._..'-"41'ER ~ ,i .............. /1'" ID ~~~ e:~V"'T1! CITY OF CLEARWATER, FLORIDA ENGINEERING BA YFRONT UPLAND IMPROVEMENTS SURVEY AND EXISTING SITE PLAN CALL LOCAL F'lIBLlC UTILITY NOTIFICATION CENTE~ .~- ~::~:~ ," ;- ,...:" o,~o '\'~ ~I " 1 1 WTR 1 rOUNTA1~ . 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , ~ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W ------ --- ------- ---__________+__J 1 1 1 1 1 1 1 1 1 1 1 1 1 It] WADETRIM ........1, 8lIII22O I745H1n1nan RoId, r..... R. IMM It,..,.... _tDI FA1l';: 111.1M.8m ~fII~ND.:82 , ............ ...................."..... ,,'b ~ ~ + ~,,<o CTV 20"RCW~ 1 ", .r'i OAK I 1 1 1 , .\'1 +-- 1 1 1 1 ~I ~: 1 1 .\' ~'I OAK: 1 ~- G~ -~----- l~ ~~~- :~{J't><O,.,'t> ~()~ fL "'8'02 ( -t- --\- BOTTOM EL-!.J.Ol : ."" NV I~ACC[S~(Bl[ : ~ \ 1 ' : 00 \ 1 ~ ' 1 ~I " ~I -, 1 f50~ ]:'0....-/'- .i;O':; in 1 oJ' +, ~ '-' .;-" / " (/ / t~ j l 'qs; IlMS_IS-1 Q-,....~.... _ _ PIlllAl:I --. CLW2067-01 W YL """"'" SY RO CH(ClCED By RO COIITAACTNO. -..,. ""..,. CLW2067.01M .... ....... ....- S><D ....C-5 05 19 0 """ AS NOTED olPPItlM:DrOll CONS""''''''' SUPElMSlNC OIClNEER / /' TOTAL TREES INC~ES TOTAL PALMS 0 (" ~'~"''':~' "~ " ',,"-....", / ",>/ / / / / / / '-..._- / / h (<:.'....", // '--"~....,, / ~",.::; I / / / / / , ,/ / 7/ (( ) I-j ~ ------ - -- -- I LINE ," RECORD DRAWINGS ~"m<<IIl<lHlt SPEItYIMG ac;....,a... ~ ~ '..........." '",. "~ '", "'" \ \ MATCHlINE ................... TO SHEET G-7 \ \ \ .'\. \ \ -,~'--.- 2" LF CE ClJR8 . GUTTER TO ee R:EI'1OYEo ).41 Sf ~ A5F'WALT TO BE """""ED I.AaCUT EXl$fIt:i, PAVer-eU ALaG EDGe ".,."..: " EXlSTJt.rS p~ ~TCR5 TO BE REMOvED. CCJ-jTRACTOR SJULL RB10VE AK) HANTAIN IN 6000 CQlClIT'\C).l 5Tco::F'l.E AlL PARK/M:i f'ETERS FOR DI5POSITlCN eTOJ.NER. SEE DETAIL ~ 5l-EETO.) SEA WAll ~ ____ 20' ------~~[ "M '", SAlLt:lJT EXl5T1(j, -, PA\o'EMENT AlG1l't:i EDGE, TYPIcAL "'\eIs-e; A5f'l.IAl.TTO eE 0EM:>vE0 50 EXl5Tfttj p~~ F"ETERS TO BE ~D. cc:t4Tli!ACTOR 5I-W..L fi!B'1OVE Nt:> MAM'AIIo/ IN 60()0 COI:lInct( 5TOCKPflE AlL PAfi!J<tt'i METE~ FOR DI5PoSIT~ BT OJ.HER ,I" .............. tll.... SE.A~... --:.. /(;~'^'\ ~ ,d,.. {~ ~p ~ or . ~~ V.p -- ..ffl -:"_.."4/ER ~ ,II' ............... ",/' CITY OF CLEARWATER, FLORIDA ENGINEERING I , I / , ! I / . I . I / .7 . / :~~~. . . .... '" '" '" .. '" .. ... .. .. ... ... ... ... ... . -..../ . . / . I / ./ SEA WALL '" "" '~ ~~';/~~ 'i " ' , / , , / , / / / ~ :'~f / ~ ' / / / / / , / / 'I /' y ,I / / / I / / / / / / / I I ! 2&$0 LF CE EJ;l.C:lSlCN: cc::..cm:;lL!-lAY' BALE Qtl()LF 'fl.R3I01TY ..-ER SAW:;:lJT EXlSrtti PA...e1EHT ALatI EOOE, TYPIcAL !IS LF a- ER06Iaol ~moL $o/LTF&CE "'~ ",' r!! >:F ~ "" n_~~~~==-===~====_----~_~~~~:~~_~~<~~_~~__~~;,~~J ;;1;~ ;?-~------------ REVISION SE~GRAS~ )It) 9= a:: A$AW.T TO BE 0EM:>vED "" LF a: aJCe . WTTE~ TO ee RB10VED ------- t ----- ---- <D =:~ CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TClI.L_ ~""....".. ......-..8eII'OM YOUlbleAv...f'I u z o u .. +' '" ~ +' ",' + \ \ \ ~-8 \ \ \ \ \ \ +' ~ +' ~ . /-;;~ ;' if e'.s ~\ ~. ." . f . 0" , it. . . ' ! \\\ 0;. I I\~~yl 1\ ~', ~ I' ,", .t' \ ' \ "" c " ASPHALT PARKING " .t' " +" \ \ \ '!I 1 aca<<:. ~TOeE BA YFRONT UPLAND IMPROVEMENTS DEMOLITION PLAN MATCHl/NE ............... TO SHEET C-7 +{ ~ .t' 20" PALM Jf / TYPICAL TREES I P~&", ,/ TO BE REMOvED ~/'~, "'~ ;' o ~;~ / ~ ~"'<~1 / / / / '" 'f 'Y / ~ \. .\ /- ./ /.J ,. j / . , I /. I / .1 ~ - .) //. . / /. r:'(// . . "AS.R.SS / . . . . . I ..., ./ . . . . .' . 'I. . ' ... ... ,.... ,. '" ... ... ... ... '" ... ... ... ... ... ~ . ~o '.~L" ~ ," "c" ,"I NORTH ARROW "c " 20' 10' 0' 1 0' 20' ~-- / or ,J j ?! Lit ci / '/'1 / 1/ ELECTRIC X /...... 901/ '~ U / [J ~~ / 40' I ~ ,O~ ~ ~ If'v (,J \ <? " \ ~, > 0 \ " +' "'ON " YL "'" AS NOTED .......,.,.,'" '""""""'" THIS DRAWING IS COPYWRlTTEN o Wade Trim Group, Inc. WADE TRIM PROJECT NUMBER: CLW2067-01 M """""" CHeCKED B'I' CR COfrr/TFW;T NO. '""........ 05 ........ C W2061.01M SHEETNO'C_6 owe."" st.IPCIMSlIIIGEJtGlNEER ~TI!D 5T MATCHUNE 3J..................... TO HEfT~ . . . . . . . . . . . . . . . . . 1........... "'... 1 EXIS~ pkHtt'E~ TO ~ ~D~ '" . CGNfRACTCR fil.W..l MR1OVe"AH) MAlNTAIoI H G600 .... ... caplTJc:lt 5TOClCPI-E,JrLl P~r-ETEli5 Fat ~~~~y~ MATCHLlNE .....F............ i \ TO SHEET C-8 1 ~. ~ I ~ 1 ,~ 1 >? q------~ ------------------{] 1 \ 1 \ 120LFa'E~\' 1 ~T~ MAY E. i -d L1GHT:NG 1 i e 1 1 1 i t LIGHTING LJ LIGHTING ~ ....,...... LI~ tJ : WI 0:::1 5AlLOJT EXIS I-- I ~~~T ALlot<; en I UHF a' TTOS: BEfilEJ'1O'w'fD W I 0::: I . o NORTH ARROW J.EXfSt:tt:i eEtCJ.E&-TO 68- .~_~~TE . ",PER L".OCAl,::ooEt 20' 10' 0' I.JII'..- 10' 20' 40' f TYPICAl TREES I PALMS TO BE REMOvED "'\ ,. \ \- \' . \.\ \\ I\. i \. i \\ "SEAGRASS '" I \. I \,. R.ACi POtE 6A!E TO eE ! '\... I<EI'1CMD. \'te>",(JFcae.SlD~t ...,Ot""", L"~ -ci ~w . ~ --- I " --- ls\'sG-_l O. P&'E TO BE I ~D 1 I 1 . I ~I, l~ TOTAl TREES INGlE" TOTAl PAlM" TOTAl ORNAMENTAL TREES REMOVED ~ -1- I LIGHTING 1\1 :: III ~\ \I~~ ~ ,>' IlK.:' 1\ " !'i\ Iii y'~:' '" ",'f-- "" " ' 1: I \ I I I I I i I I / IIe>....V.?'E /7' / /~l Ir ~J ~~J MSf:Fa'A5f'I..(ALTToee """"""D G 8 './../, / .,r-~(.;!i!f>>t // -..o~(~1 'ss uGl-lTlNG LIGHTING n ;n: LIGHTiNG :u I --~ ., SAlCUT EXlSTH::i PAV'B'1ENT Alo.t:. EOGoE, TYPICAL It>I& f:F CE coc. SIOElIlAlK TO BE IlET1CMD 5.AlCUT EXl5Tkt PA~T Alat:> EDGE, TYPICAl SPHALf PARKING '" ';''' . ' " ~ ~ ~ " ~ ~ ~R""~ ,. ",.-~. ~~~'-.~ ,'~' ;-~~;f >'>:,' ,... .... ~~- --.. '~. :.:~.J:t:. ,'~' ,... _'.. ,-.. i, C~WR1J,..~:~~:::>".c._..,.4i: ~ ~ ~,~<<;,f-~'. ~.,'-..--~.."CC"'~."~<;' ... I i" ""'t ~ ~' ,i -~ ", I "" cO; ~ 1-, ---; ~L~z:mNG ~ - _*<L- ====r== O:~ .$ ,,0 i -I; 'i~ ? --- O$'~ ,'" \~,: ~ ",'" -Y7t ;\3"f/.\O. J' 'fJc ~ ~ -" SEA WALL I I I 'I' I r--- t+-- ~ I I ' I ______ ~ I ~ , :<. , ,;:: II I SAILQJT EXl$fttj, I 32 V Of CURS . PA\IEJ"eIT Al~ I ".... OOTTER TO ee REMOvED eoc.e..\'Y~ i..;-\ .; ./; +.;; I CLEVELAND ST. 161"'a'~"g I -----~~~* 0 . :... -------------T-------:::.:~ : PAVS"9(T AlCMi EOCiE. ~ : TYPlCAI. \\ ~ ~ ~ I Os "I~ ~\ ~ 2 I R~;YtN r;"----~-n.:nn-93-----['~J\-'-n-.-u--w_-----n-----n ^ ~~-~:.-----r------C,;:-_~~- '\ S" _ ~_ .:t ' .-\- )::('5" '- I ~~ '4'~,' -;t ~ .... ---r~ \1) -?'t(<0 '\ ~ 6'~r -\" I \ ~ I '\ DE CONe WALK.{> l , l~U.A ^ OJ II', ""f" ~Al" '5fL" 16' PAL" 10 PA;: :: \, '>:..2L" ~ Jf ,": : ... ""f" -t j I : " > / r \ u' 1 ~I \ "'00" ./~- ",.ll,f----\--"+yf ~ *<o~ ():: \ t UGT \ \\! ~ ~:".: .' I ! " !'1~T RM I .f Sf RB I' ~;:~~~I\'ON ~ - -, - - - - - -.: r~'^'I~_-' I ,/" ~ /.... y;, . / r\ 3> I I y j~:r :1 \ r~ )/ ~\ .'< I .:I ':--1/ i ~ ... l~k ...........~.......~~l ,0 ~ :r -" ------l- ~o .~ 81CIV TIR3lDIT'T' eARReR THIS DRAWING 1$ COPYWRITTEN e Wade Trim Group, Inc. 19" '8 , WADETRIM ........ a.... 220 ; 10 17"__T_R.~ it.............. FAX;.1iZ.r.o t--..-IO>-:- -......... ....................."...... CLW2067-01 M MATCHLlNE .................... TO SHEET C-6 RECORD DRAWINGS -t-- 18"S~ I __ ~.~.......... MATCHLlNE ................ TO SHEET C-8 <' " WADE TRllol PROJECT NUf.CBER: '< -" 12" PALM "III~~(A(;:;..--":... ~'~~"''':. ~ <.J ,d/,, .{ ~ %p.... 2i~ ~~ -- fk~ ~-~"~r(R ~S>ll ................ ,;",11 <D BA YFRONT UPLAND IMPROVEMENTS """"" YL D(SCN(D BY RO CH(CI(EbEr'l' CR COIrITRACl NO. "'" ""',.,. AS C W 067.01M NOTED ~n: DRAWN ""'-- .."',., C-7 05 '9 0 .IIfl'PROy(Orclft CONSfRUCTlON SUPElMSINCl ENC/t€EFI _t11GoATt: -- I!l"CAV"'1'! CITY OF CLEARWATER, FLORIDA ENGINEERING CALL LOCAL R.l6L IC UTILITY NOTIFICATION CENTER ,~- I_...J;J...,,. 11K...~1!Il!I'Ol'll! TCUl!l"CAVA'I1! ~c_tfNl:OlNU:lt DEMOLITION PLAN ~1tVe1l'G ENlOlN9:111 REVISION I / I I \ ---~-- \11 /1 I I I II / I II /. ' , -;, , , r /, ';: , 'r. --,---J: 'c' :/' ' t '/' ' 1 'I , ,( j' , I , , . r r~' I, , , 1 ... ,. I... ... .../ . -1 ' ... ... J '" ---N '" J ... I ... .;1~~__ C-A.TV'" (, I f ... I ... SEAGRASS '~/"o-~ .UCT' ... ,. OOHERr.QeE~... ... +1 sAli.a.rr ~rt-l;, PAvtr-EHr'" ... ... , j'" *lCH:roEDGE.*TYPIC6l. .... I6tlfi'a:~TToee'" , , , """"""" ;"LFG.:~ ,. , eo<1Ia::<. ""y eAtE f r / 'J MATCHLlNE MATCHLlNE ................................................................................ -TOSI:;IE-ETC-9 - , . , . , . , . , . , / :/ / I'" / I J~:'!'~ 1 +,'" Err TO SHEET C-9 ................... t'j,' j hl/"" ,""" . . . (11 / J"! o.d1/ i' PAl" GRASS ~. ( +' ,!J& f "'!II " SEAGRASS ' /l ;, / !.::; 1_ ; e5'1;#'a: T 10" PAL!.A <6> .+' ,'/, ;' / rOef D ~ I j CL[ARw,o.,TER PA\IILlfON .1t./":/ : +'j~1 r----.c- f : i'le :~TR -1-------- "" :fIp.' -16 ~ /f~, I 1>- I -:r~~~T~--~- / I >:01/ r~ r;].+';;> l t_ ~ I fF 1/ l ~ I" TRANSFORMEjI fir - - - - _ _ -I"'" / 0! ". Qt,CRET ON CONe. PA / I ---_____ IE; / DRIV[2 I I .;;..~ -.1-- ( I ... .." _~~_12"V\.'_____ & r::;;;A;- -t' GAK ~ PARKING SIGNS I t-(TYP THIS I - CON~j o. A I CURe ~J II 260g:a:~T .~~~:: 0J ~,roee~D ~~~ 10, ~., SAIOClJrEJs~ ~~~ J [0, PAvEf"9{1!,Al~ e~ " -f' ^~~Z-r ~Bt: I I -1-~ -.--'" f ~~():I J: ",..r i =~. ~~ ~1-1- I j ~! f ... 2.cLEOF~.... GOTTER TO ee , ~ PtV1 Tez Pi ~p '" ~ NORTH ARROW 20' 10' 0' ~-- 10' 20' 40' I '" -", -'r"'~ ;; ~ : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r--'-- ~-'--1 ---------~-:=;--t__+rj--16 W___~-,u 'Z'W ------_______________ II II CL PIPE ELEVS."'J_2+/---/ 'f 1 ~ ~ ~ ,," TYPICAl TREES I PALMS TO BE REMOvED +' ~ TOTAL TREES INCl-lES TOTAL PALMS ---:~-E>o<:Jf~ F.t{ ",,~X_)6" PAl.M,~ }~~--- "r ;~'~~\\T1li ,:.f .t~ *~ r----, ~SA"~ " ,," Lln STATir]}w ". __________~~~w____J [-J 1.' WATER LINES -_~. " ;~~:i~c J&lf~~. . !:fER TO ee PQ:;~D f 1 I ""","T EXI~T'" PAvEt'9lT AlOft:j, I EDGE. 1Yf1<:Al. LIGHT! In 15"$0--- 1 1 """""V . alTTe.;~ ~o 9-ITO~ 1 ~ ~ I'~~ ~o z~ Wo u'" w_ ~~ ~~ l'~if 0"' '" ~ 0.- ~ ~W' o-ITO lS"S EXI.m,--~ PA TAl.ONI>eoo7/ rrP1<lAl. W'JOF_T ( " TO ~o I =0:" ...J..... ~ " TlIRelDIIY "~R ... SEAGRASS :> 1 I 1 1 I? I 1 1 1 1 .-1 I ~~ f 1 1 1 , 1 lIG!-H1NG , I ," i~ 1 1 1 1 '" ",. '" u z o u ~ 1 , + ' &.A4LOJT QXI5TttOi PA....w-ENT ... t ~~...EDGE....T'l'"PICfl :. ~'5FI:F~' }, . 11 ... ... "'&{)(IST~~5T'p8e... ~ N(:l 0tSf'0SE0 ClFf5{Te , , , PER1.OCAt"cooeo ~"'''' "'1Q,~srm"'p~~FC5T~&E'" , o~~~~~~, At'l; PAll!(t6 t"'ETER&'FOR 0I5Pl')9H1(:III 8'r :r . COlER, 'r j> ~ m '" :0 U ----+----- ...:)' : ..""" 1 " I 1 I I 1 I 1 I I :;' ,,'" ...... '" '" ... ... ~EAGR~SS MATCHLlNE ' , . ................ TO SHEET C-7 RECORD DRAWINGS ~EtCioINl:l!:" ,/ REVISION STORM GRATE INLET 11--~________ T --- ! I I I I ~ [1-- -'I ~" ~ , , " ~ "'''OF (';UTTER TO REI10VeD W1S1aASf"WALTrOee llEI'1CMD --------- 6AIQIT Ex16TM:i PA\'91EMT AL~ EDGE. TYPIC.Al. ~ SF a A5AUL.r ~eE~ "'LP . \GUTTER TO G REI10VeD ~ .'1.... lS"SO---- - -- - - - - - - - -[} - __ __ _ _ ____ THIS DRAWING IS COPYW"RlTTEN <C> Wade Trim Group. Inc. It] WADETRIM WADE TRIM PROJECT NUI,lBER: G-G-G-G_ ....... 6,," 22IlI 17................ ,...., R. ~ 11"..,....... . 11M FAX:'t~ c::r.--. flAaItoItIIIIan HD.:_ --.........- .............. I........ "...... CLW2067-01 M LIGHTING MATCHlINE ..................... TO SHEET C-7 ,II .......... ,Ill.." sEAL... ........ /$M'"'\ ~ ,d/.. {- ~ ip.... ~i V1l;............ $/ -.......~4.,.ER ~ ,11,1 .......... 11" CD t......, " --~ _T~ lJa:,&.VA1'II CHEactD lJY CR """"""'110. YL RO CITY OF CLEARWATER, FLORIDA ENGINEERING BA YFRON T UPLAND IMPROVEMENTS sc.ou: AS NOTED ""'.... C W 067.01 U S><If.... C-8 CALL LOCAL PUBLIC UTILI,...,.. NOTIFICATION CENTER =- '_.4N.."" HK...~llEJl<MI. YQIJ IMeAVA" .m ..... 05 19 0 DWG.tw,lE DEMOLl TION PLAN """"".roo """"""'" SUPElMSNl ENGlN(ER i I I I; J I, I ' I J I I , I \ \ I \ I"'IlOJI:CT&G1Nfe1lt ~~eco"":lII: ,/ / /,,' ~UE- / i / L-~ I~ i ,I ! ! / I i I I ! I I I \ \ I I \1 ~ '"~ / \\ / %'y /\ / \ \ uc_uc_uc_uc- 1_UC~uC-UC----\-\ u[_-u _UE----U[-- I I UG[ / / / ; / I I I I / I I \~ ~ / / / - ~ \:; ~ l' / / I / E__U[- _,-::uc_UC_U ,1el5f' ~ c;o.c. SIOE1l.tAL..K. TO ee JO:EMOvED PALM TOElE ~D > g; / / ! /// /f:~ . : / (,> / /. , Y ) I/.r. . . . ,/,', .: ' r' . ;/. ' I, J' , I, I. " , 'I"~ ... .... SEAGRASS ~ I ' "\ ' \ ' ',I' \ .: ':\' ,I. ' \ : : \: ' ;/, , [ '~/" ,I -;' , J :i: : : ' / I / I / i i ll'i"~CW \'" ~ NORTH ARROW ~ 20' 10' 0' ~-- 10' 20' 40' I UG[ ',';,' )-.-~: '<;: , ." ',;' i :. ' ,/, ' , f( ',,,,,, , it--. -/,/ \; " . ". :. ;<~ )JIll "I. T:"~D~~T;"~. . \ ' , , . 1/ I EXISTIN~--:~----lQ> .. !J...p~~ ALUMINUM COCK ~ r ~ ~ ~ TYPICAL TREES I PALMS TO BE REMOvED 14 LF a- OI-l ElECT~ TO BE REMOvED. COlTRACTOR TO HSTAU lEU $ER',1CE PRIOR TO REMOvAL a- EXIST~ ~JN~ 0,-' .:r ~,' +- ~ <:>~ UT-------uT~~UT~i_ "l)~NJ- J-CAt~-~\1 TOTAL TREES INC~ES TOTAL PALMS ---.-lL ~ SEAGRASS .... 5t'F'Gl.JA1iiDRAt TO ... ...."""""". ... STQe1 STR!Jc'f1.lR! TO ... .... ..,.",.~ ...15M eCp ... INY EL;..=O 9~ .0' UT ~Jj~i ur CONc.U~rOEWAlk:l'T-U\-" .,,';' ~~re:r~~D ______---I'~i'---_--I\n STRA~TEN LIGl-{T ~[0.') <4!1& SF a- A5f'I.IALT TO POlE C\'! i! "i ee FlE1OYEO 5AlLtUT EXlSr!t-t:J PA'w'E!"ENT Alot:> E06f, TTPICAl <i' ~~~:~~f _~_--\-I-rf-_ ,,'b ~ k + - - --101'1- __ a: " (r'y\ ( ( '---' :"JAK l u C< ;; ,'" '" 63 IF'' a: ~ ElEClRIc fb ee '" ~ 6)' tln.eRS. ",~f,* fa ~fALLJElII " SERYk:E PRIOR TO fe"t:lVAI.. a: , . , Elds To<:. "'SEAGRASS '" l)tLFa:~c d!JTTEJM'O ~D '" ~, ~.G : , , ., ;': 12" GAK; BOx " OAK ~ c; ;} c; , , ;>' -+: , , , ," ,1.;-0, ,'" .;,{) ",~';' ,j'.; ~. ~ 5F'O' A5f'I.IAl.f'-TO ~ REI;l'MD, ""/ // ~o PALM . "'" 7" PALM 9" PALM ~ .'t Jf. ,. PALM ~ _ ~6tRO!!.l~_ ~ _ 24 --~--7 PALM ;Jf. \/-'f //~//// '" / 1-0.</'(, // // ~ -" " i? c; :0 I Q : / / ~=~T:C~\';;N~4 EL=3,19 : I / ~r t~~P E~ ~N{54El.=3_29 : : _______--CJ------15" RC~------~t- RC~ - - -I:_~~ =-_,~r;~J~~.~=-~_~=~------- -~------16" W --~________________ _______ _ ~-l-- J I , I , I I I , I I I I I , , ,.', t I \1 I I 1\ I I - 20"W -------------{)<~r : : I I I I I , I I , I , I , I I I I I I I I I I I I I , I I ///. ~lJ'cI'~. (il.nTEft TO BE Fi!EHdJVED '" . 3Cl\Sfd'ASf'It4Lrr/l"~D PILING 0 . / ,T:-:-:~-~-'-:-'-:-:~=-~-'-:-'-:-~:-;;;'-~- , '/.. ';" nL;~ y' ourTeIt TO ~ REHQYED ! / ..... pAlM ro et , , : I : ,..-.0 '/' t ,., Sf it A6PliALrro '" ... '" e!'~D'" ';' /' ~J~H~i='i;.............. TO SHEET C-8 " -----nli~~------------------------ ~ CCN:~ ~T BAlE 0 ""'- ..,'? ~T~;;~vftNT <) "- '/ / '/-2- / I - < < z - . "'"" J C) z < z '" .., ""'- / I < ~ ['! ~ < "'" "" MATCHLlNE .~..........~........................ It] WADE'TIRIM WADE TRIM PROJECT NUMBER: ~G_I / GRATE EL=5,44 / 12 RCPWINV=354 / THIS DRAWNG IS COP'fflRITTEN Cl Wode Trim Group, lnc AilnlllllnDeI,"'220 t .,..........."-1, T.....R..". ::"'-;=-=~~UIUI8O ....-.....- ..........................~...... RECORD DRAWINGS CLW2067-01 M TO SHEET C-8 REVISION 1'" ......... l~" sEAt.........-......':. "(j~".. ~ ,d,... {~ ~~ '''''''': ~~ \~ --z... $/ ~-.....~.q fER ~ ~/ .......... "" DEMOLl TION PLAN (D BA YFRONT UPLAND IMPROVEMENTS ""'.. '" Yl OE:SlGI<<08'l' RO ,,*,CI<EJl'" CR 5<'<' BOOK NO. .... NO. AS ClW2067.01M NOTEO "'''' ..... __c """.... C-9 05 19 0 ...........,,,,. """"""""" SUPEIMSING ENGINEER _.TU.ATl! :=~ CITY OF CLEARWATER, FLORIDA ENGINEERING CALL LOCAL PUBLIC UTILITY NOTIFICA flON CeNfE~ 'ou._ ,-_..,... tw(._~ TO.I~v"'Tl! / -------- ------ -------- ----- L @ RECORD DRAWINGS 1UP"'t:~IJGPGIND.I'II REVISION ~)/ 1// I \ I I ) J ---' MATCHLlNE .~......~........... TOSH,EETC-11 . .... / / / ,/ ~ \ . \. \. .) ,/... ... /// ,c ,I I ..../ PAY KIOSK 3"" LF OF SEA WALL CAP, TYPE 3 ~"CO<C, SLAB FOR /, " BENCH ~ SF . /. ~. ; I I I ~...... r....... ;....... . ............ ~Y KIOSK \' . . . . . . . OEtECT"ABLE WA'RN\NU TYP. . . . . . . . . . . . . . . . ''''l.SfA\,L 'Pe~R~CJT' OETAIL . . . . . . . . . . . . . . . . . . . '61 LF OF' '. CURB . . . . . . . . . . . . . . . . . . .4> ;0I'lC~ 910'E K, 63 SF '" ... ... ... ... ... '" '" ... ... ,.. ... .... . . . . . . . . . . . . . . . '2~' IF.d= 9E~L CAP, TYPE I ~ I"~ .......... ,tll'.... Sf. At.." ....-_ l$~"'\ ~ ,di... {~ ~n -....:: IH ~~ -::::::...... !--.~ \. ?.p; ~l ---...~,<frER ~ III" ........, 1111 CITY OF CLEARWATER, FLORIDA ENGINEERING :.-: @ @ (D .,..""'''' -~ IlCAVA11! CALL LOCAL pUBLIC UTILITY NOTIFICATION CENTER =- 1--.001.<1". 11It....~~ TOUVoC.I.V"''' \ I ~ ~I ~I ==Ill -=11 I. ~. ... ~IJiII~ \ ~J ---III 'I ~I' ~--=11 ~II ~ ,I \ -aI,' II @ II II ~ .,\ I 0,: \ I @\ I} \ ~d @~ , ~. ~ ~~ 74' @ "" MATCHLlNE .............. TO SHEET C-11 \ \ ~\L \, \ ( ;' i "------.." j \ \ \s \ \ \~ \ \ \ \ }:< \ \ \ \ \ \ \ \ \ \ ~~ ~'-'" ,\ ~ '-. "', "."~,, ".",,~ ,~.,~",. '\\., ,,' ~ ~, '. ~ ////'r ~ ;;;I/'~<. .>~_.'O OOA' ". ('::~/;~/ ;i . REtY~~~~E~~~o; ~. I / / [./ ;; / ;/ / / / ...<~~ / I ........... / I ; ':1 II / I " / I / 1/ / I ........1...............,... .1 6Eou.eB DRIvEWAY, 41 SY I o REMOvABLE BOLLARDS I 14 LF OF OF 6" IiEAOER CURB I Il.I-lEEL STOPS I I /}:< ~I i I i I I I I . ;/ / I ! IV ~/ 1~ //1 \ / / I /! I WliEEL srcJ / / / / / ~ / / \ /1 \) I @ BA YFRONT UPLAND IMPROVEMENTS PROPOSED SITE PLAN Jf Af \ \ \ \ \ o ~ 20' 10' 0' ~-- ~ NORTH ARROW 10' 20' 40' I TOTAL PARKINCi SPACES ~ o III LF OF COlC. CURB '31 LF OF CO;C. CURB OF CONe. SLAB FOR BENe>!, ~ SF 1 at t 01 t 0 ~ @ ;if ~. c o .Jf It] WADETRIM ........... DO 17.............,......R. JXM 1111 M') ~ _IDI FAX: t1UMJi111O CdIciIlIrI~NIt.:_ -............ ......................~....... AS NOTED _Fe. CO""""""" THIS DRAWING rs COPYWRITTEN C Wade Trim Group, Inc. wNX TRIM PROJECT NlAIBER: CLW2067-01M o...TE lMAWN DW'O. NAME 05 19 0 DESICNEO 8'f RO CR """""',... ClTYJOeNO. 2007061 ...NO. ClW2067.01M """'''''C-10 YL SUPEIlYl5IHG EJfClN([!l: MATCHLlNE ;;...................... TO HEET C-f2 . . . . . . . . :'! .......... P~ 11>10$' . . . . I. . . . . . . . . '8j~ Sf bF. HlLb ANp' . . . . " . . . ~'5W<FA~E 4~LT. . . P AiKIN<;; LQT . tI~C>I~A1"l:Eb ~f " . Y"L~ OF.SEA,. UJ:ll.L.L t~:PE y- . . . . ....~.. : \ . " \.\'" . f\ ~'. :( \~.<- :":) / 80 IF OF SEAWALL~,AP. TYPE 3 4"~. Sl~6 FOR '~~H; ~ SF ~TCHLlNE "", \:, ..................... TO SHEET C-10 RECORD DRAWINGS "" ......... 111-{ SEA[..... .....-_ l$M"'''''" ~ "d,1' {~ ~~,.. g~ ~~ -- {j;~ ~~4-: SS,,' --..... Jq iER ~ ,Ill .............. "" CITY OF CLEARWATER, FLORIDA ENGINEERING ~TE: ORAlfI'tol DWG. NI\IolE 05 19 0 \IlrI!.~DCllMaI'l REVISION MA TCHLlNE .....F............ TO SHEET C-12 ~ 13 LF OF . CURB ~ NORTH ARROW 20' 10' 0' 10' 20' ~-- 40' I TOTAL PARKm SPACES ~ ~ ~ e ~ H A ER ..J PATTERNED CONCRETE CROSSWALK CONe. SIDEWALK 28 l RETE PAYER !-lEADER 140 SF OF PATTERNED CCl-ICRETE CROSSWALK G R "J ~ 2lZl3 SF OF CONe. SIDEWALK . :~~ ..,.,tf>:<'<"""'':''''-:''''"V V V ' >..<>..<.<..{;;.J::'l.. . ~,- :.....,.;:,.:;. ~ ~ ~ CONe W>lK ~---_~ --------------- ---,- - - - -- '-- - --------------- €l --- ~ €l tr ~~------- ~ @ ~ --~------- MH @ ~ ~ ~ Jf ;tf Jf .Jf Jf Jf ~ 19" o THIS DRAWING 1$ COPYWRITTtN C Wade Trim Croup, Inc. It] WADETRIM MATCHLlNE ................ TO SHEET C-10 ...........'-...220 Ilj WADE TRIM PROJECT NlNBER: 1741............. T~R. ~ ..'--__ ."",oUiA.lIlOO CLW2067-01 t.1 ~alAullftllanNo.:_ ~ .............M..........._..... (t) OESJCN(D BT RO CR SUR'oO'EOBY CITl' JOB NO. 2007061 JOe"'. CLW2067.01M """ "'C-11 _.nr.u.te: -y~ IlCA......tt; BA YFRONT UPLAND IMPROVEMENTS YL CALL LOCAL pUBLIC UTILITY NOTIFICATION CENTE~ ~,- ...-...u..". I-.t.......".~ TClVllCAVA1l! AS NOTED PROPOSED SITE PLAN -.... _TRUCnO>< SUf'ER\/ISINCEHGltft:ER ~~pa""lIl I ( I \ \ \Ii /~ I I I / -/ - -; - - -:f. -r - r - -/- - :1: - r . -I. * }- -, : : ( * -/'- - - r - r. - </- > 1* - I * 4' CONe. SLA& FOR i * - * * _BE~,*~~* -:f. * -/: --j-- : t : - 2HF CHONC. €URB __/: __ - ~!'>tF_CiI'~. tu~ .12i!'>_sF QF*MU-C 41'10 _ - - f - _RE-5Ui<l'ACE.~ALJ * PARKJNCs L.OT _ ,.,. .. ,.pa~~ KI~ :/* - **r** *{ <1>> MATCHLlNE ....J! -,,-.- !!II." ..... ..... ....II!. TOSijEETC-13 _ _ * _ _ _ MATCHUNE .......................... TO SHEET C-13 -~ ~TE PAYER >lEADER HANDICAP PARKJNG SIGNS (_ (TYP THIS AREA)! 0, O~ CONC CURB 4/Z> SF OF CONe. SIDEWALK DETECTABLE WARNING TYP. 24!'> SF PATTERNED CONCRETE CROSSWALK !'>I LF OF CONe. CURB !'>I LF OF CONe, CURB 81 LF OF CONe. CURB tD 38 LF OF CONe. CURB 8.3' Ls~ n T I .. \I~ II MATCHLlNE ....l..~ .. ......~]..................... TO SHEET C-11 REVISION "" ............- ,II" SE.AL...... ..-_ /$M'"'\ , ,d,.... {- ~ ~n ...---= ~~ ':::.~:::::.... ~~ "\ ~~ .J;l --.... iqrER ~ "I' ................ "" CALL LOCAL FUeLlC UTILlrr NOTIFICATION CENTER TOI..L__ I-_-"N."'" ~:=v::o- G) --.. -= I:loICAV..." CITY OF CLEARWATER, FLORIDA ENGINEERING + NORTH ARROW 20' 1 O' O' 10' 20' 40' 1..-.- I TOTAL PARKI~ SPACES ~ CJ It] WADETRIM _''''2211 174f..........R*, r.....R. DIM t11____.IIZ4FAX::I1~ CWIIIl:::II6IcI.........ND.:_ .....lIIIIIdIrrIII. ......................."...... THIS DRAWING IS COPYWRITTEN C Wade Trim Group, Inc, WN)( TRfI.t PROJECT NUt.l8ER: CLW2067-01t.t AS NOTED ~1{ I)ftAWN owe. NAWr 05 19 0 DESIGNED BY RO CtiEOtED BY CR SURVt'tED BY 8OQI( NO. CITY.I08 NO. 2007051 JOe NO. CLW2067,OlM ".." "'C-12 BA YFRONT UPLAND IMPROVEMENTS Yl - * MATCHilNE _ _ * _ _ ................ TOSHEETC-11 RECORD DRAWINGS PROPOSED SI TE PLAN ....."""""" '""'"""""" !iUf'ElIM5INGENClN[ER ( I / I i I / / I / / / / / If / / 'I U 1/7 \ II \ I \ ' \ \ \ RECORD DRAWINGS IltEVIEU!O DT Wl""lt;1I!V'I~_""." ~~ / "iw c '{;, / I I / \ \ ) / / / I I ) / / ~ ------ I / / i /f /~~:! : . /". . . .. . /;/:. . / ~<. / ! . r . . I. ....1... . . . ... ... .., '" . i . . ~ . . \. . . . .... .,j. .... '" . . \. . . .... '" .... .... ... "" ... ... . . \ . . . .. I' . . . . . . . ./. . . .1' . . . .<./:</< -: . {I: :;: f . . ~ tF OF CONe, CURB ;.......... . .;. . . . . . . . . .... .... .... ... ... ... ... ... ... ... /........... ... ... ... ... . . ./. . ~/ . :~C~IN~ .......................... TO SHEET G-12 .;. . . . I" . . . . . ! . . . . . .'j' . . 7' . I . . . .; . . . ... ... ... ... ... ... ... ... ./. . . . . . / . / . . l.. . . . . . ./....... ... ... ... ... ... ... ... ... .J..... . . . . . ~ 51' 01' CONe. 5IDE1lJALK REVISION I0b LF OF CQlC, CURe !:>2 LF CONCRETE PAYER ~EADER __ 2!:>0 5I:.~~~5UJALK - ----- ~ 4b sa FT OF CONC, SIDEWALK ':l0 LF OF CQlC, CURe \? / I \~ "' \c ~ \ \ ....;.. ~. . . . . . . . I (. . < < . . ./' ~: . b! tF. SEA. WtlL.L 'C~PT!PE 3 'i . ';. .. . . . . ...~.... ... ... ... .... ... ... ... ... ... ... . ! . . . . ... ... ... ... ... ... .. ... ... ... ... ./ . . . . ... ... ... ... .;..... . '. .~. . .' ... ... ... ... ... ... ... . . . J-'r==:~ . ~ lXISTrNG ALUMINUM ~ .t"- DOCK ~- ............i ;.............. . . . . , ./ I ....... \~- -~- . . . . . -----f-----~_-----1 ~ / ~"'~, f}HA1N LINK fENCE ~3 3 LF OF CCNC. CURB EA~ SIDE CONe SJD[WIo.lK ~ll' 20' 10' 0' 1..--- c=====-~ ~~-- ~___~ thJ --~--- CO";', ./ /'/ ~// ., / ?' .- ?' // " 11: \ ,,'~:' / y// /', ' /- / / / ///' () o ,I 2 .- 9.---~ o €>I' OF ceNC,<SIDEWALK o o ~~-- //-;:~/;;:;:~(} .. ...6 //, ~u /// , /// ~/~:..~ / . 200 LPSEltWAl:l CAP T'rPE"3 o / Jf ::f Jf.. ::f ~ F OF CCt-lC, CURB !:>2 €>I' OF CCNC. SIDEWALK DETECTABLE WA~ING TYP. 260 51' PATTE~ED CCNCRETE CROSSWALK !:>2 LF CCNCRETE PAYER ~ADER MATCHLINE ............~.................. TO SHEET G-12 "r' ............ ,l'-{ SE.AL..-.... --_ /$~"'\ :\' ,d/... {t ~~,.. ;S~ V.p, ~ .Il -.....~4rER ~ ",1' ........" II" HotI.'WMTJ: _T~ l!HC.oI.V,ATJ: CITY OF CLEARWATER, FLORIDA ENGINEERING BA YFRONT UPLAND IMPROVEMENTS CALL LOCAL RlBLIC UTILITY NOTIFICATION CENTER --. 1.....4J:l.4't'W "\.:=v~ PROPOSED SITE PLAN (:( o o ,--'v ( ~"- p: It] WADETRIM ~S."'220 1741.............. ,...., R. 13134 11-"'''''." FAX:11U14.S1l1O ~rI""""""Nlt..:.. .............. ......................",...... ~ NORTH ARROW 10' 20' 40' I THIS DRAWING IS COPYWRITTEN C Wade Trim Group. Inc. W~ TRIW PROJECT NUMBER: CLW2067-01 M AS NOTED o.t..T'E DRAWN owe. NNoI( 05 19 0 DESIGNED 8Y RO CH(CKED It( CR SURYEYED 8Y 900K HO. CI1Y JOe NO. 2007061 JOe NO, CLW2067,01 M SHEEt NO. C-13 YL _'OR C<>NSlRUCnOo< SUPElM'lilfC ENClNEER / y~ --------- --------- ~" -------- "'" "~ / / / ~ / I ~~"''' / / "~:I / ! I / / / / I / / / / / "" ,/ '~y/ / / II i/ , / / / / / , ! / / / / / ~1 RECORD DRAWINGS etRveY"fiD IIY :IUI"'l!___~1'Il / / / / / / I / / I \ I / / / ~ --------- ..~ 8"PvC INV 3.19 "If ~ fl PM-FM~M--------FM-rM-fM-FM-FM-FM-FM-FM-FM_FM_FM~M :> ". ~ MATCHLlNE .~......~........... TO SJ:tEET C-15 ' . I / I / I I / / ~ \ .'" \ ." \. ,\ . / /, / /'" l / "'1 /. . / , I ; "'/' 1.:/ , ,/ I , I '.; / . 'I I , ! :/ '~ : : : : : : : : : : : : :/) ',/ SEA WALL "' €I' BLOW~YE_______________________________________________-----WArr~lmE~------- MATCHLlNE ............. TO SHEET C-15 ~ .v.. NORTH ARROW 20' 10' 0' 10' 20' 1..--- 40' I 0.rJ R .i' "" ,; o SEA WALL 01 \ l l \~ \ \ \ 1 I ^ ~ l\-( \ L,) \ { c--J / \ 00/ ABANDONED FORCE MAIN ,; ---~~,. I-fDp[ ~F~ FM~ ! '...r~~, k o ,0 "" ,; o ~ o ~ o ~ Q Q < '~,-~ ~, \, Jf 18"RCP lNV:20 M~M~FM__ ----~r TH30C4 62( M~:~S ~ r ~ '" " o c ,. -FM_FM_FM_r MHS#286A-4005 M-n.i-FtoA----FM_FM BSSl -FM_FM_FM_FM -FM_FM_FM____ t n,4_______ M--fM REVISION I'" ............ ,I'...... SEAI.-.. ..-_ /s~:"'\ '" '"'' {- ~ [p -... e~ \~.p, ---- e-l -......~":Jr[R ,'~l ........, JIll BY PATE CITY OF CLEARWATER, FLORIDA ENGINEERING M I TH4S ORAWtNG IS COPYWRrm:N I C> Wade Trim Group, Inc. WADE TRIM PROJECT tNUBER: CLW2067-01M AS NOTED ~TElmNl'tI D'lfG..w.[ 05 19 0 OCSIGHEO BY RO CHEC1l;EO fly CR SU~Ofr1 8OOl<NO em JOB NO. 2007061 "" NO. CLW2067.01M """""C-14 ......r.TlrM~ -y~ I!)(C.I,VAT'f: BA YFRONT UPLAND IMPROVEMENTS YL GRADING AND UTILITY PLAN APPRMO FOR CONSTRVCnON SUPERYISING ENClNlElf t.\..lF....~:~~~~16. I -::0, ~ I ~ 1 }- I ~ q-________________________--o I \ 1 \ , \ I \ I I 1 f (0 f i j I f f .~ \[1 (I~ !j\ ,~~ 1\\ ~ ; IiI \, 4! 1\ \ , ,\ ~ ~,. \.0. -.." 'I ~(Ji " \i\\ ~ ABANDONED FORCE MAIN ~ .." , 1 k P MODIFY STRUCTURE NO.2 ... , ,\ }"r .~\ INY. ELEV. 32>0 .' ", '. '~cl:f:;.,', SEE DETAIL Cl< SI-IEET C,I'3 ~::t, }, :!' , 2'3 LF 18" RCP . 0.35% CONSTRUCT TYPE A STORM INLET NO. I TOP ELEV. 6.86 MATCHlINE 31...................... TO HEFT q-1'6. . . . . . . . . . . . . . . . . ~........... . . . . . ,0 .;" k;! ,. \. . \!:~ . \. . I \:. / ~ I /!;'i- ~~ '. r/~4" "'......../.-'401; ~/ '~"""~'C',C'E'S~'; I' '-""---,,-~_ 'j /; . '..!:lEET AND '. ! MATCH EXISTIN6 ~..,~ ~~ :\ ~ ~ ~ ~ : ~ :1 ~:' ---..c:: .~ .~~~E.~. ...... ~';...~:. TO SHEET C-14 RECORD DRAWINGS ; ~ '?\! ~ I 9' ts: kmm'1 " , ~ I .~ ,/ <:2,\ ~~/ ({\ CC I I ,1 ~ L., ~ II .0l I ,'5 \::1' -J ~ \ ,," " k \1-1 II-- ~ .... '" ~ ~~ I~ Ii..- -+= 1...../ ~ ,: I I F ...................... ~~OIICIe<<IIltCI.l'Il REVISION ,II/~~(A(;::'-.._ l$~"'""=. ~ ,d/... t~ ~n ---.: g~ ,,'(; -:::::..... t-..~ \. Yp,-: .s/ -.._.....;~;:R ,;;,,111 CITY OF CLEARWATER, FLORIDA ENGINEERING .'", ...... 05 19 0 LIGHTING L.J LIGHTING ~ NORTH ARROW 20' 10' 0' 10' 20' ~- 40' I LIGHTING LIGHTING 1.41-15#28685040 BSS1J /l I~r \j)J \ I I 1 1 I I 2' LIGHTING l1 LIGHTING G Ml \J LIGHTING n n ~ '" ~ " J\.f" ^ ' ^" ^ "~l^^cc^^cc^)^;r.~^>.:. ,^cc,~ccf("~fr~,<~":Jc<~.c<"<."".:c"^^CC~~,^c<~^;; ;:,<}.tC'^C' .;.. '\~ <....~,'~---- _________ --l-. 1..0-,\ ...... -~ ;:ONC WA.lK 'b "-,,'" ~ ';' .J? CJC!:C) ~ <,' ,," I f 2' ->:f Jf Jf ,.;; ,,0 Jf Jf Jf -I' .\' ~ Jf Jf ,0 -\' 19" e THtS DRAWING IS COPYWRITTEN C Wade Trim Group, Inc. W~ TRII.( PROJECT NUMBER: ., -\' " .\' " ..\' CLW2067-01 M MATCHUNE ................ TO SHEET C-14 (t) -"TlOATl! _T~ .>a:.A",A1'I CHECKED BY CR _NO, CfTY JOe NO. 2007061 ","", ClW2067.01M SHEET NO'C-15 Yl RO BA YFRONT UPLAND IMPROVEMENTS ""'" AS NOTED CALL LOCAL PIlBLlC UTILITY NOTIFICATIClN CENTER tOLL ,.. 1-_..>>.."" "'""...~~ TOUIJIC""'''lI: GRADING AND UTILITY PLAN """""" 'OR COtISTRtlCTION SUf'DMSlNC ENClHfER ~Y1!pe" / / I \ --+-- I~ /~ / , I ! aur"'Il-~OIl'Ci __a.-: /. 1 . I I I ! ,/ . MATCHLlNE .................. 'TO SijeEr C-t7' , . , . 11)~:~~' . . .A4ATCHUNE .......................... / TOSHEETC-17 . 1"'1 ft'"6'1/ / I /.' r / I ;iD-_LGHTI t' i / h ~ r / II I I } <~~ ---H-- t- 8" ~ ~ 0 i : -B-T ';.--l-- 1 5! --r7~(r--- ------ ----- 18'SO- ----------m-D- -- -'- "~ .~ ~~ ~ I aw~G:i1~ ~ ft':tj~ / ~::l \ k G-G-G-G- " ," ~~ LIGHTING MATCHLlNE ...... .. ....l... .. l.~... ..................... TO SHEET C-15 CLEARWATER PAVILlION I <0..'; -? . MATCHLlNE. , . . ................ TO SHEET C-15 RECORD DRAWINGS ';, . , f. . , , ,/, , . . r . '/. . - _'_ - ' I. . . . -~r ~ -:- ~ - :::-:~: -~ ~-~ -,I ~'~-:- ~-~ -.- }' I .'['. , . . ./' . . 'r ~., ,/, . " . 'r.' , . , ~ : : : :/: ' ) . 1. /-' :f' (I'. f' > .j,,' ~ ~ 1 ~ . . r . ... ~ I'" ... ~:~ l}~ /'. . . : t : . '/ . . . . f ' . . J '1' . , '{ >/ &>~ .;' ';f o _ -t"'"Cl ' -i' ,^ .;' ,~ v ='r:"" ,,;:1 v:zoC19 ~~g" I ~0p -\-f ~z ~."h II ! ;;g,-" r~u Q~C>> 2C'> ~.B" ~ STORM GRATE INLET ~ 18"RCP INV=1.32 REVISION "" .............. II' -{ SEA~"," --_ /(j~0;..\. '\ ,d,... -t t ~~""": iS~ V-A -::;:... ~l --......""'4iER ~ ",1' ..........., "" CALL LOCAL FUBLIC UTILITY NOTIFICATION CENTER ,=- 1___<IN_<I"F"11l _"MCllM~ TOUI!lc:A.......TIi ID N\<1!1~11! -~ .1OICA.....'It! CITY OF CLEARWATER, FLORIDA ENGINEERING ." +" " "" .l' +' " +' " wrR .\! " f~~~/.4 ~~ -t::'-~ ;;- c) "~ " ~- -;' .. +" QSANITAR' LIFT STAnON WATER LINE y---- ---~- -~-- I I I I I BA YFRONT UPLAND IMPROVEMENTS GRADING AND UTILITY PLAN ~ NORTH ARROW 20' 10' 0' 10' 20' 't..!-_- 40' I It] WADEThIM THIS DRAWlNC IS COPYWRITTEN o Wade Trim Group, Inc. WADE TRiM PROJECT NUMBER: ........, 8'* 220 1f'45............. TIqIa, R. laM 11.'" ~ . 11M FAX: 11U14.-o o.a.r.~AuIatIlIIarlHo.:_ .............. ............. ell........ "...... CLW2067-01M YL tl(SJGH(() BY RQ CHECKED BY CR SVR\IE'r'ED 8T QOOI( NO. CITY.IOB NO. 2007061 ... NO, CLW2067.01 M ,""IT "'C-16 AS NOTED MY( OAAWN D'lIC."""'( 05 19 0 _fa, CONSTR\)CTION SUPERVISING ENCIMlER uE---- C--\jE- //--- ( / I ! ! / I /1 / / V /f ~ U I \ \ \ \ \ RECORD DRAWINGS I"'I':O.JECT 9CoNEl!1lI ~~_ PG__'" DUMPSTER AREA 5TORMWATER AND DRAINAGE ENLARGEMENT SCALE: I" , 20' ~~ / ~N \\ i \ \1n / \ -----uc- ~ -----TUE_UE-~UE _f-UE ) UE_UE \ ucE _UE_UE-UE / ~ . / / I(~ : ~ : ~ :- / / / I / I / ! j I / / / \~ / ~RUCT 1-3' - W'BEND Ie>><ECTlON TO EXiSTING U UE-JE~ uGE -r MATC~ EXISflN6 MODIFY STRUCTURE TO MAN ~OLE > ~ ~ ~ / , . "! :;: , 'I" ./. ~I /" 'j. , " . " , , " . u" ';it-~ f. " , " . . / ~ E"STING ~... '" '" ... '" '" '" '" ","';' ...! P ~~~~INUM \ " " " " ./. \- - - , " . - _ -~' ./ i ~y ~ //~ ....... -'" ~ I I / -! I ,-,/ - -/ ,///: "/ " ///' .>( /I!:: _ _~_' , j' r I / ,/, o . . " /r "I.' (' > . ! . L' I", '" '" (. ,/ , " ! ' " r J ' ' ";" (, r ;' '\ " :\' : I, ' \" ;", ' '\ " I: . : I: .}:' , " r -;, :y( """ r I: :/:: :~::.::::~::::::;:::. ;.'!..;- / II. ',,,wCHlINE ' , , , , , , , . . . .......................... TO SHEET C-16 / / / / / i? ~ ( IRRIGA TlON .\' _or.JV o ",,s; C><J" / ;~ ~///~~~'~~..:J" ~//'.Jr~ n ~ ,_F H / ~ // .f ,// // +'~ td' ~ :;. *'. {" .",,0 ,,~.:.,o, 1,/ '" BJX ;' , I I )S0 L'f 3'~DPE . FORCE MAIN. DEFLECT '/ " , As Nl:cE5sAR'r , , . " . <I . / / , 7 / I :1 ;j ,. o .& ",' o "," "0 ~ "C) /- ~/~ .""'A$f/" J ,/ 2" .. . />r'O~~. ."'~ //lr' / ~, / A/ ->r'" // // ,0 ~ ;j c.? ----::{} ---- --- ---======= o;tf Jf. ~ --- _____ 24' RC-+'---- ;tf- -:fLF OOTTER GRATE, SEE DETAIL ON ~ET C-~ .^ .\" -,,-----~~----------------------------- " JI --~ ~~" .\" MATC~EXISTIN6 i' ""()()O.l>.~co ~ rG' "I o}.:}.: )Jl""1 ~ GRATE EL=544 r / ~ -< -< "'Dg~ 7,? / 12 RCP W INV=J54 ~ I ~ ~ k ~ ~ ~ 0 -?@,o / ,tt"", l ~t~:~ l";> "t5' MATCHUNE . .......~....I.................. TOSHEETG-16 It] WADETRIM ~ NORTH ARROW 20' 10' 0' 1..--- 10' 20' 40' I ,"I o , , , , , , or' ~ , , , , " , 'wI , , , , (' " ~I , , -}.- , , , , , , , , , lo'" .0 ,~ "'; '" , MODIFY EXISTING STRUCTURE NO.6. BRICK IlESl INY. CORE BORE 5OUl~ INY. ELEV. 3.05 CONSTRUCT 20 LF a= I!;' ReP . 3.00% CONSTRUCT TYPE 'A'NLET NO. !;, INDEX NO. 2~ TOP ELEv. 6.1!; INV. ELEv. 2.4!; CONSTRUCT 6 LF a= 5' Ref' . 3.00% CONSTRUCT .ANCTICN BOX -==::NO. 4. INDEX NO. 20!:>. SEE DETAIL ON ~ET C-Xx. TOP ELEV. 650 INv ELEv. 221 EAIJ ELEv. 2.1& THIS DRAWING IS COPYWRITTEN o Wade Trim GrouP. Inc. W~ TRIM PROJECT Nl./IMJER: ~""220 1741............. T..... R. Jaa4 "'11_~_", FAX:IfUlUllllO c.-=-.d............Nlt.:_ .....-....- ............lIt......... III....... REVISION ,II'~~(AL:::"''''-_ /$~"'''''' ~ ,d/... {'t ~n '''''':: IlJ \~ -:::-. ~l ':. ~L: S5 " ~-.. Jq1'ER ~ 1111' ................. 1I11 ........ 'OR CONSTftUCTlON <D ..._ft -y~ 1!)l(:.lY,ATI BA YFRON T UPLAND IMPROVEMENTS YL CITY OF CLEARWATER, FLORIDA ENGINEERING CALL LOCAL F\JeLIC UTILITY NOTIFICATIa-.! CENTER ~,- ~:==- AS N01ED GRADING AND UTILITY PLAN CLW2067-01 M "''''''''',., ,.....,..'" CR CITY JOB NO. 200706' ""'..,. ClW2067.0.M SHEET NO. C-1 7 RO ~T[ DRAWN os 19 0 ~Et<<;lNUR or 2' Min. Additional -4 a 5 shown ~ JL "v >< /' S""..... fu ~ ~J . aaooo T acooo \\~~:~=o~~J ~~/V PLAN i PLAN ON PIPE q: RECORD DRAWINGS ~CT erc:;.N!at 1UI"E.__ENGo~" Additional '4 RebOf As SIlown / --k /W;I~ ~~~'~I'\ / f---, '%DD~\ /' ~OO~ /' H ~ /' 000000000 /' ~ 0000000 <// '-~ ~~-I------!-~ \ 8.ld< Op~.., Remove Win PLAN viEW ~ Brick / ~ -"-:-~L - r=c - I-- - I-- - I-- - - - - I-- - 4= n := INV. 3.00 f.,:..;..., _ _ ._::.:;..~.\.~.: I: ;'::':':":".',.4'-'"1~ ~t TYPICAL CROSS-SECTION Ring l Cover See Index 11203 '4-&" O,C/E.W. / >< '" .~ N 1: , ~ T ~ .>:::;i"~' SECTION 1-1 Channel to be made: with Pipe . Mort.ar or Brick.. ( Morlar NOTES, El<istinlJ SIQO"m Access Rin9 . Co_ llc<<e bot"e 18. ReF' () INV 3.15 MODIFIED STRUCTURE NO. 2 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPE A STeEL NOSED WIN::S INLET REORA.VIN 8'1' Novo a-1EO<to BY W"". OESI=,BY r I~ r-lI<fDEX NO. L ,... l l~' ~ SECTION x-x l. Non t.rarric Bearing 2. Champher dll exposed edges 3/4" 3. All concrete to be 3.=e> p.'.1" with fiber mesh reinforcing. REVISION JUNCTION BOX NO. 4 CITY OF CLEARWATER. FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN IV Novo a-tEO<ED BY DAlE J.JNCTION 60)( ~ NON- TfO!AFFIC ElEAAINa f---!!!L- , "'" ~~: BY "" ............... 1,,1 -\ SEA&-.... ":--:. lcj~"''\ '\ ,d" t ~ ~ n"'--: ~ ~ \~ ::::. iPl -;.~~ ..$5" -:..-...... -;qTER ~ .,11' ........" "" rT :--r-----~~i;~:~~:-ifl-i ..1 8 - I I 3 phase. 24lZ> g- ~ I I I I I volt be> amp Ui a. I I I I . 14'-8" I I I TI I I ~ 11 ___~ ~ -,:::- " I. 'I l&. did. 5teel 0- : ~ Bollard. at ,,' bolldrd& I I on center cone. Filled (t~p) '" ..; l Cl I ::, I I ~- I I g- ~ I I [ij a. I I -J. i I I I I I I I I I I 9 : I I I I I I L~_ 00_~r ,.,~ ~~ ,,~, I I I I I I I I I I I I I I I U I 48"1 MaxI I I ,-l- Ti 4' : Min. L: 2fZ)' , I V I I I I I ,I~- j) I '" I ;n I I I ~ ? 12' cledr~nce min. Tie beam with 1-115 rebar continuous 12' clearance min. urAde t 6' l 'rC:] 6"J u ~ o , 1 8")( /6" concrete rooting wi 2 - -S rebar (l~p.) ELEVATION N.T.S. 0 PLAN '- drop pin hole 2 8/16/04 Rev. Notes N.T.S. (t~p) . "/9/02 Rev. Notes ""V. DAlE DESCRIPTION STANDARD PRE -PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM - -+ .11011,\11 n ~llIlI/\V\IA\ < 1 I < .' .'. . I 11- '" . 0" j I " 'ill-III :1 I.: VIII I I ~~;:~~-~~pC~~ ~~~ == I I, 11_ '" WITH A SUGHT RAISED WASH -111== I I ,- APPROXIMATELY 1/2" ABOVE - I I, ~ - "\ LEVEL OF TURF/SOD. tJ -of 8" {- HANDICAPPED SIGN DETAIL ENGINEERING WHITE BORDER & SYMBOL BLUE BACKGROUNO 1 ,. 0" t rll':?~ PARKING BY DISABLED <D, PERMI T ONLY r+ i j//V A'/~ -F~ I /Cf- ~-~ ~- // '/ 7 / //// //M TOP&~~_I!2" .... '\oR' ,':'f- ;'f=' . ~ t 6" "3 Dowel 4 Req.~ _ _ 8" Brick Mdsonr~ - - - = ( =~ - Cd:; l~ ~ J INV..,j.l8 'v(Vo"p) ~ ii.l8j () I I I?"';";:.'~;~( n I I '4-12" O.cJEill. J I J ., BlACK BORDER & LETTERS WHITE BACKGROUND BlACK BORDER & LETTERS WHITE BACKGROUND $255 FINE F.S. 318.18 a; - ALL LETTERS ," SERIES "c" z " :.... I. ~~ 2" HOT DIPPED GALVANIZED STANDARD WEICHT STEEL PIPE ...., ....-. "\ (I) ~:, .-..~ BA YFRONT UPLAND IMPROVEMENTS CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTE~ ,.....- ..._.......". t1IC."lCIlN~ 'Y'OU 1lCAv"''1 12/90 -...... O6CIOPllON CITY OF CLEARWATER, FLORIDA REV. DATE SITE DETAILS sw;ng gate n~p.) I ~1-'5 at 4' center I ,;-d:op l-' J::lIn (t~p) Grdde I~ L 3e>lZ>0 p.&.I. concrete e.ldb with fiber mesh reinr arcing - monolithic, mln 6" thicknes5, &"x&"/ le>xllZ> WillF. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADt.4INISTRATION ENGINEERING B.V.O. OR:A.~ BY I CHECI<EO BY DUt.4PSTER ENCLOSURE O.M. r DESl~~O BY I DAlE 6/01 IHDEX NO. ~ 'Of' SINGLE m. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ..~ APP. REDAA1fltrf 8'1' A.C. CH[tkEO BY I'lQ. OE:SKiNED 8'1' l'tG. TYPICAL HANDICAPPED SIGN DETAIL DAlE Mill _x NO. '''' IClI'I It] WADETRIM nus DRAWING IS COPYWRlnEN CO Wade Trim Croup. Inc. WADE TRIM PROJECT NUMBER: .......... s. .. Z2D 17........... T-..R. S3I!JM I1s..,..... ..,. FAX: 111.114.- ~_~Nct.:_ -.-......- ~ ........................... CLW2067-01M YL EQ LLG SCH.t AS NOTED 11 08 0 ......" C W 067.01M SHE"..,. C-18 ...........,.. coos",",,,,,, SlJPE~SIH(;ENCIN[[R 18" ~ " PROPOSED SEA WALL CAP 2" PVC ELECTRICAL CONDUIT EXISTING SEA WALL RIP RAP BY OTI-lERS NOTES, - ALL REBAR TO BE .4. 2" CLEAR MIN. - CONTRACTOR'S ATTENTION IS CALLED TO TI-lE SEAWALL DEADMAN TI-lAT EXTEND LANDWARD OF TI-lE SEAWALL. CONTRACTOR'S MEANS AND METI-lODS SI-lALL TAKE TI-lESE DEADMAN INTO ACCOUNT AND SI-lALL PROTECT DURING DEMOLITION AND CONSTRUCTION OF PROPOSED FACILITIES. SEA WALL CAP TYPE I SECTION A-A TYPICAL NTS 4 ' " 4 DOMUS BOLLARD DOSBI PROPOSED SEA WALL CAP 2" FVC ELECTRICAL CONDUIT PROPOSED 6" SIDEWALK EXISTING SEA WALL RIP RAP BY OTI-lERS NOTES, - ALL REBAR TO BE .4. 2" CLEAR MIN. - CONTRACTOR'S ATTENTION IS CALLED TO TI-lE SEAWALL DEADMAN TI-lAT EXTEND LANDWARD OF TI-lE SEAWALL. CONTRACTOR'S MEANS AND METI-lODS SI-lALL TAKE TI-lESE DEADMAN INTO ACCOUNT AND SI-lALL PROTECT DURING DEMOLITION AND CONSTRUCTION OF PROPOSED FACILITIES. SEA WALL CAP TYPE '2/3 SECTION A-A TYPiCAL NTS CONC~TE SI-lALL BE IN ACCORDANCE WITI-l FDOT STANDARD SPECIFICATION 346 FOR EXTREMELY A66RESSIVE ENVIRONMENT, TYPE II WITI-l FLY ASI-l, CLASS Iv WITI-l MAXIMUM CEMENT RATIO OF /Zl.4/Zl AND CORROSION INI-lIBITOR RECORD DRAWINGS ~CT I16INEat SU~f.llf'w'lalNClo~EIII REVISION GRA TE. U.S. FOUNDRY MODEL NO 6268, OR PROPOSED GRADE EITI-lER~PPROVED EQUAL SIDE OF CONC. RAMP PROPOSED CONC RA PROPOSED CURB 'v~5. ~ RAN EXISTING ASPI-lAk PAVEMENT PROPOSED CUR EXISTING ASPI-lAL T TO REMAIN CUT NOTCI-l INTO EXISTING CURB TO CREATE SEAT FOR GRATE EXISTING CURB TO REMAIN EXISTING. SEE PLANS IUlIIIII,IIIIIIIIWIII, GRATE AS MANUFACTURED BY: NEENAI-l FOUNDRY COMPANY NEENAI-l. WISCONSIN 1-~-558-5iZl15 OR ou.NER APPROVED EQUAL GUTTER GRA TE DETAIL TYPICAL NTS <( 5iZl' O.C. TYP OMUS BOLLARD DOSBl OMUS BOLLARD DOSBI Ll <l " .. .4 '11~~ffi~ffiillll1Mffi1Mffi1Mffi1Mffi1Mffi1Mffi~ffi1M~ffi1Mffi1Mffi1M~ffi1Mfij!!! "=111==111:::111==111==111==111==111:::]11==111==111==111==111==111==111311==111==111 ~II:::III:::III:::III:::]II:::]II:::III:::III:::III:::III:::III:::]II:::III:::III:::III:::II~ ., 11:::111==111==111==111==111:::11 1:::111==11 1:::11 1:::111==111==111:::] 11==111==111 ~III:::III:::III:::III:::III:::]II:::]II:::III:::]II:::III:::]II:::III:::III:::III::: -, 11==11 E:::I I 1==111==1 11==111==111==111==1 11==11 1==11 1==1 1 1:::111==11' ~111:::111:::111:::111:::111311311:::111:::]11:::111:::11~' -" 1=111:::111==111==111==111==111==111==111=" -" q II:::;illii=iillii=iill;;::;III='1 ,- 4" 6" 12" 111=111=111=111=111=111=111=111=111311=111=111-11311=111=111=111=111=1' l=ill=ill==ill==ill==ill==ill==ill==ill==ill==W==ill==ill ill==ill==ill==W==ll1;,=' I 111=111=111=111=111=111=111=111=111=111=111=111= 11=111=111=111=111", 13 I 1==111=111=11 l:::i 11==111==111==111==111==111==111==111 111==11 1==111==11 I=- 111=-'" -"1=111==111==111==111==111==111== 11311==111==111- -111=;Ulm1Mn=~m1MmIM IlilllllJ.!:='1 ' ' "'=111:::111:::111 I'" <( SEA WALL CAP DETAIL TYPICAL NTS 6" 14' 50D GEOWEB C'rEOTEXTILE LAYER COMPACTED SUBc:.RADE III -ill=II' _mill'T" Fill JlIMillW - = = = = = = = = = = = = = = = = = = = = = = 1=111= "1I:::III:::IIEIIEII13IEIIEIIEIIEII= ~IEIII:::II1311:::]II:::IIEIIEIIEIII:::]IEII13IEIIEIIEIIF' ~111~II:::IIEIIEIIEII13IEII13IEII13IEIIEIIEII1311:::]IEIIEIIFIII=III=III=III=II~"" "'-'II=III==III;:;;illii=iillii=iill311==111=lrl=llr=III==Ill~ill:::;III='" GEOWEB AS MANUFACTURED BY, PRESTO PRODUCTS COMPANY APPLETON, WISCONSIN S2iZl-138-1118 OR ~-548-3424 OR Oll.NER APPROVED EQUAL NOTE, C'rEOWEB TO BE INSTALLED FER MANUFACTURER'S INSTALLATION GUIDELINES AND SPECIFICATIONS. GEOWEB FIRE TRUCK EMERGENCY ACCESS TYPICAL 1111 ........... \,1 -.l,. sEA~~ ......-_ /$~"'~ , "d,,,, {'::. %~ ---.-: ~~ \~~ .!/ --.....fv4rER ~ ,111\ ...."...'" I"l NTS CITY OF CLEARWATER, FLORIDA ENGINEERING (D BA YFRONT UPLAND IMPROVEMENTS _ftClo.,Il,TI _T~ l!l<<:AV,t,T'I: CALL lOCAL RJeLIC UTILITY NOTIFICATION CENTER =,.... 1-_~_4"'" 11k....~~ YDUnc.t.VAT'I: SITE DETAILS ^. PROPOSED SIDEWALK 5'-iZl" ,; ~ , 0 ^ , . '4 , " . . .^ ^ . 6"-1 6,.T jo. ~ '. , 4 , ~ " ^ ~ ,^ 4 . .4 0 " 04~ ~ ^ " 4, , 4 ~ , " ,4 4 , "4 <,'" " ." ^ o "0 CONCRETE SLAB FOR BENCI-l PLAN , , ,IIUII=111311=111=111=111=111=111=111=IIH 11=111=111=111,--11' -=111=111=111==111==111==11 EI 1 1=111==11 EI I 1'c':m==1 I Ell 1==1 " SECTION -",-",- "-=111=111=111=111-' BENCI-l AS MANUFACTURED BY, WABASI-l VALLEY MODEL, CN4iZl5R COLOR, BLACK SIL VER LAKE. IN (260) 35>2 -2l1t>2 OR OWNER APPROVED EQUAL BENCI-l CONCRETE SLAB DETAIL TYPICAL It] WADETRIM ~S.1uII12O 17. HIndInan AoId. TIII1II. R. DIM .t.lIM........ _.. FAJe It.......... c.eIIII rI.......... No.:_ .............. ........................-...... BENCI-l 4" CONCRETE NTS THIS DRAWING IS COPYWRITIEN C Wade Trim Group, Inc. WJO[ TRIM PROJECT HUMBER: CLW2067-01M YL EQ CHECKEO I'l' LLG """""'N>. .......... BY """'..,. "".,. CLW2067.01U o.-.n: ORAWM owe. I'\W,lE SItf;[t NO. C-19 11 08 0 AS NOTED """"""'''''' CON51llUCTlON SUPER\IISING EM;lfrI[[tl: 4""".""," RECORD DRAWINGS ~CT EH61NE9l: MPl!In"I5IICiI UClIHli:li:1III j4" CONCRETE BASE FOR COMPASS ROSE TYFICAL NTS FLORIDA STONE MINNESOTA 6RANITE TEXAS 6RANITE VIR6INIA 6RANITE CALIFORNIA 6RANITE I REVISION 1111~SE.A[::""-"'_ /$~"''\ ~ ,\1/... {-~ ~:J --= C!~ ~~ ~ ik~ '\.~"4r(R ,,~l -...........", ,;""' CITY OF CLEARWATER, FLORIDA ENGINEERING CALL LOCAL RJeLlC UTILITY NOTIFICATION. C~T~': ,__...at-..... r1fi....~....,.. YCUI)C.&V"'" SITE DETAILS GENERAL NOTES CON5TRUCTI~ 5FECIFICATI~ Cll!J or Clean!tl!ter St4nc:UJrd Tedl'llcal SpecHlcatlona A"ld Contract Ooc:Ulllel"lll. L,lml EdIUOl".. For D"'i9" Sland.lrd.. Sland.lrd Spec;licauore. Sea, ......cl"',""l"" rJ.c""/gov/~l.ipwalensin/Froduclionl.ldspecsrroex.as.p Ct'ttp./Iwww.cledrwaler- r1L:Dl1'1fQav/~l'(pma/9'lQinJProducliDnl'ld,~carIf1t:te>cA~ Standard DetaU.. Se.., ......cI"',""I"" rl.comlgovldepl.ipwal""'<aln/Froducllonl.ldd6ll1r1dexAs.p CltlpdAuu.ol.clearwal"" rl.coml""v/~l.ipwa/,"""lnIProducllonl'lddel_"s.pie Cit~ "r Clearwal... Speclricali""" and D..ldil. shall "'V.. precedence. 2. Florid.! Deparlmenl "r Transporlalk>n Rc>.dwa~ .nd Tr.mc D...I9" SI.nd.rd.. daled J......~ 2006.nd St.nd.lrd Speclrlc.u""" r", Rc>ad .nd Bridge c.,.,.l1ucU"". daled 2004. For de619" 'I.nd.lrd rodlrlcallon. Se.. ......d<>I..ldl...rI.u.lrdde6lgn CsENERAL Florida Sldlul.. 553~1 m1~) r""lulres . mini.... "f 2 da!ji .nd . maximum "r 5 da!l' nc>Uce beror.. ."':1 excav.llort Call 5un6hlne St.I.. C\1e C.II Cenl.... "r Florida. Inc. (1.800.282.8881). 2. Locallona. elevallOl"l& dnd dlne'\6f0n6 or existing ulillUee., 6trucll.l"e& and ot.h!!r tedllM'et (Ire ahown ."",dlng I" the b...1 Inrormau"" .v.llable .1 the Ume "r the prep.r.u"" "r In.... plaM bul de> nc>1 f'U'p"'1 I" be .b..,lul"~ correct 1ho Cc>ntr.ctor shall 1i..1d v...ir~ the ex.CI Ic>c.U.,... ..1<!V.llore. .nd dimens-iOf'l5 and other rectt\.l'e5 Afrecting t.he: work. prior to tSnJ conslr'uClion 'clivil~ in the ared. 3. 1ho CONTRACTOR ""II """'.. 1"'1 .11 r",,!"lred penoll. .r.. In I-dnd ber",.. ~ "r corel1ucU",,- 4. Dald Scxrc... .. 511.. dr.wing' ~ McKim .nd Creed. FT"Jecl Ne>. 0':l92.006~. daled ~~ ~. 200l b. HoJdr"l3'.phic .nd T"I"'9'.pI1Ic ...-v~ ~ "'""'ge F. 1'c>ung. FT"jecl Nc>. fD3.13.e!'>31.t>1. dal..d March 1fD. 2006. c. F\'''jecl C()fldlli"" Su-v~ ~ Sea &:1.1- Corp<>r.lk>n. F\'''jecl Nc>. 41.31.6&1. daled Oclc:>ber. ~ d. F\'''Jecl Cc>nd111"" Su-v~ ~ AmJ Ccl<p6 "r Eng_.. F\'''J<lc1 Nc>. DACuAl. daled April. 2002. 5. Su-v~ Inrormall"" .. _1ZG>llt.1 conlr,,1 and pr"J<lc1 ",lenldU"" I. based "p"" In.. US.c!i. Be.con .1 Mac Dill Air Force ea.... St.I.. pl.ne """,ermal... .r.. based "P"" the Ir...v...... Mercalor pr"jecU"" r", the We&1 Z<>roe "r Florid.!. North American D.lum. ~''3. D.1d tC>UI'ce> 2 and 3 _.. ",Ienldled to the Ulotl Lone "r Florida D.lum "r 1':l2~ b. V"'Iic.a1 contr"ll. baMd "P"" lIw CIl~ "r C"""ruoal.... benclwlark. "F.e!'>' .ith a pblithod ..I.sv.li"" "r &51 r....l. North American D.lun.~. (c.,.,y.....1on <>f NAVO~ O.lum I" N(;VO~1~ I. 0.&&1 r.set per lIw NOAA uoeboll.., Chllo,/Iuuuulg."""..QC>V.blnlv....lc:c>n '""lpd~lI<'d.'il"v.b1nlv...lC()flie J. c. Me.n ,"'" ...1.... v.1u<! .. ...1.bli6hed rrem lid<! inlerp<>1.U"" p<>lnl. '6~ .nd . 21~ ( llhllp./Idal.l.bIM",ie . 1.25 r....1 NAVO~ See dal. 6ClUl'ce 2. d. eally1<!lrlc Inr",mau"" lhlIl ma~ app.sar .......In hat been c<>mpllold rrem dal. tC>UI'Ce&. ... orr...."... ..""'.uore r..r.... lo MlW D.lum (fD/l)fD r.set MLW ..I.svali<>n ' -J.2!> r.set. NAVO~J. All upland ..""'.lIore r..r... I" NAVO~. orr...."... ..I.sv.u""" .r.. lI-oH ..1<!V.llon6 ...I....-d "r lIw .......Il r. L<'C.lIon, ..I.sv.llore..nd dl......1on6 or lIw exl.llng ullllU.... 'lruCIU'''' .nd "lhor r"'lU'es .r.. ..."., I" th! be&1 Inr""".uon .vallable .1 In.. Ume "r the prepar.llon "r theM pl..... bul de> nc>1 pu'f""1 I" be .b6"IuI"~ correcl. Thor.. ma~ be "lhor Impr",^","""I.. uUIIU.... ..Ic utl1ch .r.. .Illin lhe pr"Jecl ar... .nd u.tich "'ve been ""Ialled.nd corelrucled .ine.. lIw preparau"" "r theM pia.... 1ho CONTRACTOR ""II v....lr!j. pri<ot I" corel1ucllCll\ lIw Ic>caU""'. ..I.sv.uore. and dl........ic>n6 "r .11 exl.ling ullllll.... .l1ucIU'... .nd "lhor r"'IU'''' (nl"'" '" nc>\ th:>wn "" !he&<! pi....) .rrecllng thI. IIICll1<. Ses dal. tC>UI'ce>. (D I<MI!.TGATI _T'" .ll:CAv..Te BA YFRONT UPLAND IMPROVEMENTS $COl.' AS NOTED 6. Tho conlraclor ohall nc>ur~ lhe de619" p""r....IonaII.......:tI.I..~ "r ."':1 confllcl' ari.1ng dlring con.lrucll"" or ~ i"l>'ovement.s ~ on Ih!se plaM. It is dl~ to contractor', r,e,p0n5ibilil~ to ~It with the D"'i9" F\'''r....;''''''1 ror making."':I inl"'pr<sI.U"" "r th! plant. """""'.... Ihl. dc>e& nc>1 r..llev.. In.. Cc>ntr.Clor "r hi. resP""Sibilil~ for C()flSlrucling lhe pr"jecll" .ce<>mpllsh the Inlent "r In. pl.n.. 1. 1hs Contr.CI", I. I" malnl.1n exl.ling dr.lnag" pall....'" during corelrucllon. "',.... "1""""'1... th:>wn "" In. pl."'. 8. The Contractor ~II provide erosion conlrol/S<<linerllalion bdrrier iN!:f bales, sillation CU'lain, drd/or "Iher m...... .ccepl.ble ~ In. de&lgn pr"r....;"""1 I" pr<!Venl .1I1.llon "r .dj.cerl pr"P"'I~. W....I. storm ~ewer, and walerwa~.5 dl.ring con&lruc.lion. '3. O.II~ ln6pecllono '"~ lIw l..-bld1l~ barrier. .nd ...",1"" conlr,,1 d<!vlce& .r.. I" b.. made ~ lIw Contr.clor I" in6ur.. .11 ~'I"'" .r.. runclloning pre>per~ .fl... r.lnr.1I even16 In c.... lhll ."':1 r.IIU'.. can be Immedlal.. correc.lIv~ 1IIl!l!6lJ"e6 Cl!n be UIlc..en. 1fD. Cc>ntr.Clor I" be r'"P""Slbl.. ror und<!<1.king the r"II""ing measur... aring c.,..l1uclk>n I" pr<!Venl erO$ion and/or sedilll6nl"\ian. .J 5<>11 I" be kepi mel.1 In rcogracled .r.... I" pr<!V...,11l rrem bec<>ming .Irb<>rne. bJ Gr."ing should be p...rormed _.I"~ afl... finished grading I. c<>mpleled In .r.... _.. gr...I"9 1. r",,!"lred. cJ 5111 .cr........ .nd/", ha~ b.1e& ""II be pl.ced upttr.... "r .11 .11.. dr.lnage dl6Ci-drg.. l<'c..lll""". d.) "'"" "'~ or gr.vel b.gs """ be pl.ced upttr...m on .11 p.ved surr.ce>. 6) All erosion control tne45U"e5 thall be ilnplelnenled prior lO \hit $\"r\ or on site grading acllvities. Il Con\.rdclor 1& \0 lak.a 'Peel' I care uhsn GOnIt.ruc\1on acllvlllea arllS c!IdJc!lCS'illO tree& 60 lhal no dalftc!ge shall become th! Ir...... An:j damage I" tr..... br.nc:1-e6 shall recelv.. . clean. flush cui .1 the main Inn. 12. 1hs Cc>ntr.Clor shall replace .1 hi. """ expense ""':l r"'lor.Uon caU6ed ~ th! C()flSlrucU"" .cllvlli... I" a condition equallO or belter lhJn lhs original. 13. All equipmenl .I.ging and .I",.ge .r.... .r.. I" be kepi In . ne.1 .nd ord<!<~ ma....... wllh mini.... dl.I.roanc:.. I" exl.llng 9'<'Und C<'v.... 14. c.,.,.lrucllon .1."'" <>vI I. Ie> be prcv1cled ~ th! Cc>ntr.Clor. Gr.ding.nd dr.lnage I" be .I.ked In the fI..ld ~/or unci<!< th! dlrecl oupervl.lon "r . RegI.I....ed L.nd6 s...veyor. 5. At.Su1l1 Inrormali"" I" be """'feted ~ the Cc>ntraclor utilizing. RegI.I...ed Land s...veyor. prior 10 final .ccepl.nce. Record Dra.Ing', lwc> original plan cc>pl... .nd <>roe dl"'- CClllIpdlibl.. I" the Cil~ "r Cleanodl..... In AUTO CAD (V.....1on 2fJ00). ""II b.s 6Ibnllled I" lIw Engine<< r", dl.lrlbull",,- 16. IWdlcap .19""g.. .nd Wiping per CII~ '"~ CIea'""I.... 6f"'CIFlCdllono .nd dm.I". lalesl edlll""- 11. lWdic.ap r.mps shall hav.. F .o.oJ. lruncdled dc>me6. per F .o.oJ. De&lgl St.nd.lrds. 1ncIex 304. p.g.. & "r 6. Sea I1r1< pr"vlc:led ~. llhllpd"'-.d<>1.6I.te.rlusirdde6i!:1M'cllRTDSlfDel3fD4pdfie 1&. All Fir.. 51.nd PIp<! '!lil"". shall Met ""PA 303 Requlr.smenl.. It] WADEThIM THIS DRAWN:> IS COPYWRnTEN C Wode Trim Group, Ine. WADE TRIM PROJECT NUMBER: -..-... C.......RoIlI, T.....FL... 11........ . tat FAX: 11UI4.IIID _"'_110:_ .............. ..........................,...... CLW2067-01M YL OESlGH[OBY EQ CHECKED Itl' LLG """""'''' """''''. JOe"'. ClW2067.01M ~T( OAAWN DWG. NN,l( SHEET NO. C-20 11 08 0 -- COOS"""""" 5UPDM$lNG EtfGlN(ER OWNER'S REQUIREMENTS SITE DESCRIPTION PROJECT NAME AND LOCATION: BA YFRONT UPLAND IMPROVEMENTS CLEARWATER. FLORIDA 33756 OWNER NAME AND ADDRESS: CI TY OF CLEARWA TER 100 MYRTLE AV. CLEARWATER. FLORIDA 33756 DESCRIPTION: THIS PROJECT WILL CONSIST OF: CONSTRUCTION OF A NEW SEAWALL CAP AND SIDEWALKS. RESURFACED PARKING LOT. FORCE MAIN. LANDSCAPING. IRRIGA TION AND SITE AMENITIES. NO PERMANANT IMPACTS WILL OCCUR AND NEARBY SEAGRASSES WILL BE SEALED OFF FROM TURBIDITY AND SEDIMENT BY FLOATING TRUBIDITY CURTAINS CN NUMBERS 1. PRE-CONSTRUCTION = N/A 2. OURING CONSTRUCTION ~ N/A 3. POST-CONSTRUCTION ~ N/A SOILS: SEE SECTION 1 OF ERP APPLICATION SI TE MAPS: SEE COVER SHEET SITE AREA: NAME OF RECEIVING WATERS: CLEARWA TER HARBOR/INTRACOASTAL WATERWAY CONTROLS THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. THE CONSTRUCTION PLANS HAVE BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER THESE PLANS AS WELL AS ENSURING THE THE PLAN IS PROVIDING THE PROPER PROTECTION REQUIRED BY FEDERAL STATE AND LOCAL LAWS. REFER TO "CONTRACTORS REQUIREMENTS' FOR THE TIMING OF CON TROL/MEASURES. CERTlFlCA TION OF COMPLIANCE WITH FEDERAL. STATE AND LOCAL REGULA TlONS IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL. STATE AND LOCAL LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. C.O.E. DREDGEjFlLL PERMIT SI\F\\\ID ~pe"" RECORD DRAWINGS I """"'OT !l.PERVI5tG IN:ilN."': GENERAL THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENT OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REOUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATlER QUALITY STANDARDS. PENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAYBE REOUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM, PRIOR TO PLACING THE SYSTEM INTO OPERATION. SEOUENCE OF MAJOR ACTlVI TIES: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND HAY BALES AS REQUIRED 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND SEDIMENT BASIN 4. CONSTRUCTION SEDIMENTATION BASIN CON TlNUE CLEARING AND GRUBBING 5. STOCK PILE TOP SOIL IF REOUIRED PERFORM PRElIMINARY GRADING ON 6. SI TE AS REQUIRED 7. STABILIZE DENUDED AREAS AND B STOCKPILES AS SOON AS PRACTICABLE NOTE~RTlCAL CONSTRUCTION OF THE PICNIC SHEL TERS WILL BE TAKING PLACE DURING THE SEQUENCE STEPS LISTED ABOVE. TIMING OF CONTROLS/MEASURES 9. INSTALL UTILITIES. STORM SEWER. CURBS & GUTTERS 10. APPLY BASE TO PARKING AREAS 11. COMPLETE GRADING AND INSTALL PERMANENT 12. SEEDING/SOD AND PLANTING COMPLETE FINAL PAVING 13. REMOVE ACCUMULATED SEDIMEN T FROM BASINS 14. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED. REMOVE ANY TEMPORARY DIVERSION SWALES/DIKES AND RESEED/SOD AS REQUIRED ALL AS INDICA TED IN THE SEQUENCE OF MAJOR ACTIVITIES. THE SILT FENCES AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE T1EMPORARIL Y OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTlVI TV CEASES PERMANEN TL Y IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS AFTER THE ENTIRE SITE IS STABILIZED. THE ACCUMULA TED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABIUZED IN ACCORDANCE WITH THE SEDIMENT AND EROSION CONTROL PLAN. CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN IN THE SEDIMENT AND EROSION CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED. MAINTAINED AND FUNCTIONiNG PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CON TROLS SHOWN ON THE SEDIMEN T AND EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES. AS REQUIRED TO ENSURE THE SITE MEETS ALL FEDERAL. STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULA TORY AGENCIES. EROSION AND SEDIMEN T CON TROLS STABllIZA TlON PRACTICES 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOlLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCEN T. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS O. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY. MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOlLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAYBE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. LEVEL SPREADER: A LEVEL SPREADER MAYBE USED WHERE SEDIMENT -FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUA TIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL RECONCENTRATE AFTER RELEASE. 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN. RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF SITE DEPOSIT OF SEDIMENTS. REVISION \111~~EAL::;"-:"_ l$~;.A,\ ~ ,d,,... f~ ~n '-'-: ""~ ~~ ~ ~~ ~'V-p. sl ---..~"nER .( ,1\" ....,""...",',1 STORM WATER POLLUTION PREVENTION PLAN 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA (S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OP TIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 11. TEMPORARY REGRASSING: IF. AFTER 14 DAYS FROM SEEDING. THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER. THE AREA WILL BE REWORKED AND ADDITIONAL SEE APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. 12. MAIN TENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGIN ALL Y DESIGNED AND CONSTRUCTED. 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL. AT MINIMUM. BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG- TERM VEGETATION AND RAPiD GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4: 1 SHALL BE SEEDED AND MULCHED OR SODDED. STRUCTURAL PRACTICES 1 TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MA Y BE USED TO DIVERT RUNOFF THROUGH A SEDIMEN T - TRAPPING F ACllI TY. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP IS USUALLY INSTALLED IN A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POIN TS OF DISCHARGE FROM A DISTURBED AREA WITH THE FOLLOWING LIMIT A TlONS. A. THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER INDEPENDENTL Y OR IN CONJUNCTION WITH A TEMPORARY DI VERSION DIKE. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE VELOCITY OF FLOW AT DESIGN CAPACITY OF THE OUTLET WILL EXCEED THE PERMISSIBLE VELOCITY OF THE RECEIVING CHANNEL OR AREA. 4. SEDIMEN T BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES ATONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASIN. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3.600 CUBIC FEET OF STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. THE 3.600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTIJRBED AREA AND THE SEDIMENT BASIN. ANY T1EMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABllIZA TlON. OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS. WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES BY THE SITE SUPERINTENDENT. THE INDIVIDUAL. WHO MANAGES DAY- TO-DAY SITE OPERATIONS. WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTIE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD. DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. CITY OF CLEARWATER. FLORIDA ENGINEERING <D _'TGAtl! -~ l!)lC,AV,",TI! CALL LOCAL PUBLIC UTILITY NOTtFlCA liON. CENTER ......- 1......."R'-",,. .....~~ Y~VCCAo"""fI! CONTRACTOR'S REQUIREMENTS GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRICTION PROJECT. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT. ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE. UNDER A ROOF OR OTHER ENCLOSURE. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUF ACTURER'S LABEL. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. WHENEVER POSSIBLE. ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. MANUF ACTURER'S RECOMMEND A TIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MA TERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. . PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURER'S OR LOCAL AND/OR STATE RECOMMENDED METHOD FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRAC TlCES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSI TE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARL Y LABELED. ANY ASPHALT SUBSTANCES USED ONSI TE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMEND A TlONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SI TE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVEN TlON AND CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMA TlON AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS. DUST PANS. MOPS, RAGS. GLOVES. GOGGLES, LIQUID ABSORBENT (I.E. KITTY LITTER OR EQUAL), SAND. SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIA TEL Y AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF THE SIZE OF THE SPILL. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. NO MORE THAN 10 ACRES OF THE SITE WILL BE CLEARED ATONE TIME WITH OUT WRITTEN PERMISSION FROM THE ENGINEER. ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT. THE PERSON RESPONSIBLE FOR THE DAY TO DA Y SITE OPERA TIDN OR SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIR IS NECESSARY. IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. BUILT UP SEDIMEN T WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE - THIRD THE HEIGH T OF THE FENCE SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS. AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT. AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE SEEDING CAPACITY OR AT THE END OF THE JOB. DIVERSION DIKES IS WALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS. WASHOUTS. AND HEALTHY GROWTH A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COpy OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. THE REPORTS SHALL IDENTIFY AND INCIDENTS OF NON-COMPLIANCE. THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND REPAIR ACTIVITIES. AND FILLING OU T THE INSPECTION AND MAINTlENANCE REPORT. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SI TE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. NON-STORM WATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: WA TER FROM WA TER LINE FLUSHING. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). UNCONTAMINA TED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRlOR TO DISCHARGE. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIES AS PART OF THIS CERTIFICATION. SIGNA lURE ADDRESS: WADE TRIM INC. 8745 HENDERSON ROAD, SUITE 220. TAMPA FL 33634 It] WADETRIM THIS DRAWING 1$ COPYWRITTEN <C Wade Trim Group. Inc. WADE TRIM PROJECT NUMBER: ......... ..- "46~""'T"",fLD1D4 ,,--......... FAX::.......... ~fI...........No.:_ .............. .... .................-....... CLW2067 -01 M BA YFRON T UPLAND IMPROVEMENTS STORMWA TER POLLUTION PREVENTION PLAN 0fI!AUN5Y YL Dt:&tlINEC~o OE<XED 8'1'" CR CONTRACT NO. "'...., IIlJR\IEYI!!D5Y OO<X NO. ........ AS """..... 5I-EETNO. NOTED 0....""""05/19/0 C-21 """""'"0""' CONSTIU:::To.I ~ENriM::EIIt 0'" / ~~~" ---- ------ ",,'~ ------ ~ ____ 0 '~'""" '" ~ r::~,~ I ~~~ II ~>y, I", JII/ "-~~ / "-" I '~ ~ / II / "" I '-.,-.,~.~ I / / , I I / , " / / ',~/ I I / / / / / / I I I ! II I / / / / \, 'r" RECORD DRAWINGS ....~ SG"'l'( C:~, -'--, '~::"" /' II t~'.", . "'-"', "'-.,"-.. ;/ 1/ ~_ ~ I / "<~ / '1' / / (::" .' j/ / "",-"~ "/ , / I I \ 1 I ) J ~ ---- 8"PVC INV ),19 €I MATCHUNE .......~............ TO'SHEETL-2 '::. " ~~ ~" '. ~ ~ ' ~,,~~\ ' (>~:;i~\:'>~~ 0, / / ! ~> (>~>># / ",' , III I 1'/ I / / I I I / I "~ -~-- , / / , ......~.. CK RATED E D FOR FIRE TRU EE DETAIL S EET I I I I I J fitl I I ~ I I , '"II ~.sgg~;] J1 I 11:6~0 SF. I ~ I ~I --, II t \ I II I, I ~1" Ii \ Il I \ I II I \ ~I ! 1 If. II I ~/ Ii \ "-1' / / I / / II / St02 -r-=--=- \ I \ \1 l~ rt \11 \~f\'r \ . \ ~ \, 21 ',,' \ " \, /0 ~, · \\\"~~,. ~'t,. ,,~ \"'~ WAD: --~-",~/--i,---l \~ SEA ~-8 \ ~ /. . / /./ I): I /. '" '" ... .... ... .... ... ... - - - . -: : > <; <::::::::::::) . . : . : . : . : . : . :/ . . : . : . : . :~ . : . : : : : : : : : : : : : : : : :~ . . . . . . . . . . . . .) : : : : : : : : : : : : : : : : : : : : : : : : :1 .... ... .... .... ... .... .... .... .... ... ... /-,-' I / I / / / / // / / SEA WALL -----... " x () MATCHLlNE ............. 6 DER 1 TO SHEET L-2 ES5. -4 TYP. ~ NORTH ARROW 20" PALM Jf 20' 10' 0' ~-- 10' 20' 40' I ~o 0 1 \ ~~ ~ 12" PALM ~Jf \ \ ~ 0:cJ o o o o o o 0'" o = :~ OE o or :~ o o o o o o o OO( OJ oJ K / ~ / 2" RCW / METER EL~~;' U / I<l / / @ / / \ \ ,O~ c ~ o \ o ~ " " " " ------------------- "" \ ----------------- ~ --------------~-- -------- 'T~" ........__ REVISION e,y OATE ",I~SEAL:.:--...~.. l$?M"'""" ~ "d" {'::. ~n -...:.. 15~ ~~ ~ ~~ '\~ ~l ~......t-4;[R :i ,II" ............, "" CITY OF CLEARWATER, FLORIDA ENGINEERING CD _6T_TI -"" .!l<C,ol,vATI BA YFRONT UPLAND IMPROVEMENTS CALL LOCAL RJeLlC UTILITY NOTIFICATION CENTER: TOl,.L"'" 1_.<lN.<I"" 1'WoI,.q1ool(:lUlt6111l!!1'Ole TCUEJl'C.ilVAta LANDSCAPE PLAN \ \ c THr5 DRAWiNG IS COPYWRmEN C Wode Trim Group, Inc. WADE TRI'" PROJECT Nl..lWER: CLW2067-01 M .....WN " YL OE:SIGHEO BY RO Cl-fECk!D BY SHE _NO. "'" NO CLW2067.01~ """NO'L_l AS NOTED o.-.Tf DR.\IiIIW DWO. NMlE 05 19 0 ..........,"" ~ SuPElMSMl EMCJN([R MATCHlINE 7...................... TO !'T ~-3" . . . . . . . . . . . . . . . . . 1........... . . . . . .3...r... ... , . , I , LM I (.'( , < < D I ,<~ I ',' <)c ID i I I ", ", , , , : /\:" :: l... ~~".::j '. I! ~'. "~'" !~e,,,,o.,, Ii. . '~< / ~ " ""~-11:,",-~ / / '-." ~.{ss ~ .!; ,if /1, I ./ / "'. ::t~C~~~E ~~:.. .. .. . .'~. . ~:;. TO SHEET L-1 RECORD DRAWINGS .\ ILsOD l--r\ JI&.IWSF. t 1;:e.";-/ N >>"\" A1 1RlJ~ RA TED GJE~6 !!!l / UNDE SOD FOR FI J/ / TRlJ ACCESS. SEE DE - - - - ~ SI-lEE D-4. TYF. ................ .......~. eIP'I:~ 1!iN6....~ fiT ClATf: \III~~(AL":~...--__ /$~"'"\ .. ,d" f'::. ~~ ~.. ~~ 't~ -- ~ ~ '\.:'-,qrF:R ~~l .................. ,;",1 CITY OF CLEARWATER, FLORIDA ENGINEERING AS NOTEO REVISION MATCHUNE ~....F........... \ ~ TO SHEET L-3 I ~" ~ ~ b \ \ ~ ----------------~ f \---- <' \ 1 1 \ \ \ LIGHTiNG l-J LIGHTING ~ NORTH ARROW 20' 10' 0' 10' 20' ~-- 40' I LIGHTING LIGHTING I I I I I I I I I I I I I I I I I I I I I I I I LIGHTING G 8 LIGHTING LIGHTING ~; -.J 0, :~ I......:..:tf ,<.< ,< ..........:: :.' ....,... /?'.. :::" .~. ,': ;;'.< .Co' Co .~ ," .' >^ ~~<~ I ..v^.-.... I ~ ~ 0' CONC~ I I ~~L-;;;mNG~ ~ 0, ,,~ t e 5f~" 3fL" I ----L-__~~~~~~~~~~_ ? ~ 8 ~ --~__ "" --------------@ ~ 'Sf" ')f" )f:L" 12" PALM ~ 16" PALM ~ )fL" '9" e THiS DRAWING tS COPYWRIITEN o Wade Trim Group, Inc. It] WADET~ ~"""220 ., 1745............... r.....R. . 11''''~.IIIM FAX:tt.....- ~dAullCldalllanND.:._ ................. ........................_--..0. CLW2067-01M WADE TRIU PROJECT Nl.At8ER: MATCHLlNE ................ TO SHEET L-1 12" PALM (l;) ORA... 8Y ......TI(iA.TlI! """"00 """""'.. YL OESlGHEDsY RO SHE CONTIW:T NO. ....... CLW2067.01M .". ORAWN --. SHEETI<<l. L-2 05 19 0 BA YFRONT UPLAND IMPROVEMENTS CALL LOCAl AJBLlC UTILITY NOTIFICATION C~T';: ,_..w.....,., ~...1oII:lI.ItS1IEl'Ol'le TClIl~V"'Te LANDSCAPE PLAN Af'PROI/(D fOIl CONSfIl:UCTlOH SUPEIMSINCENGIN(ER /............ : 1::::::: ::::::::::::. .( . . ~~~ii.............. TO SHEET L-2 RECORD DRAWINGS 5UI"'E~SM:iI etGlN!i.1II MA TCHLlNE .................. . 'TOS/;/EETl-4-' . . . . . MATCHLlNE .......................... TO SHEET L-4 ! ! ! ~'6 PALM I //.....7.... / l( : : : : :I : :: . . I ......{......... I / ........ \ / . r. . --+-- --~--:r :: . . . . \ /I : . : . r-:-~-:-.-:-:~:-:~-~.J~~-:~_:__: ;( ....r... /1 ..::(.. I (>. }'.' II . . . . .r . . . . . . I ! i::.f::.. 1;1 t::.F:..... / It> >/: .: .: .: .: fL..! ;...1......- I ICTV---------.ltrv~CT,.. ,.. .... I ! . . f ~--- C~T\i . II .... . . Ii. .... r .. I I....r.. (: : ( . \:::t:' . RI : . :/. : . : . : . : . : . : . : : I : :i::::::::::::' .:r.:.:.:.:.: . .'/.' .: i::::::::::::.R1 ~~SlGNS / (lW. 1HIS Nl1JFJf!Il-! n! Os '1 Os ! ~zoo~ ~~~~ I ~~; i ~z ...,~ 11 ! :;g~ ~~~ I ~~ I ~rTl I ~ i "Ir:: 15" PA~M STORM GRAff INLET , < ,< < , Os 1 ( < , " < , ~) 25 ,< . < , ,< < , ,< < ' ,< , , ,< r PAL r r r I CJ 11---_ I ---------- I I I I I 18"SD--------- ------[}___________ LM g \ I~ II LIGHTING MATCHLlNE .~... ..................... TO SHEET L-2 REVISION "" ........... '" -{ S(Al."~ ---_ l!';M""- ~ . '"'''' {~ ~:J '~ !~ ~~ ~ &:t '\.:'-'41"ER ~~/\ ............ ",t' CALL LOCAL F\JBLlC UTILITY NOTIFICATION CENTER =,- .__u;..'" t1M...~1IIIl'Ofll! ....OUllJoOC.<W...fe ID .......~11E =~ CITY OF CLEARWATER, FLORIDA ENGINEERING BA YFRONT UPLAND IMPROVEMENTS LANDSCAPE PLAN It] WADETRIM ~ NORTH ARROW 20' 10' 0' 10' 20' ~-- -,....... I7...HIndnon:...... r....R.. S3IS4 11j1.1l1l2__.a4 FN::..1.......-:t ~,,~frh.:_ ~ ................luldIIaIIrI....... DRAWN '" YL OESIGHI:D BY RO SIJflY[Y[OIlY AS NOTED """""'0"" alN"'IUCIIDN tl.l.TE DftAWN 05 '9 0 SUPE~ENGlNOCll' 40' I THIS DRAWNi IS COPYWRlTTEN C Wode Trim GrouP. Inc. WADE TRIM PROJECT NUWBER: CLW2067-01 t.4 CHECkED 8'1' SHE ..,,"". CLW 067.01 M 'H""""L_3 / / I I I I , / I I 1 / il I / If / / / I /, I I f 1/ 1/7 \ I \ \ \ ! / RECORD DRAWINGS .....- OY ~C1eMtJ,Mel't llUf"E~INCIoI!NCiINEIIi" ~~ / ~\ / ty 1\ / \ DE- I \ -----tUE---"E--UE- f_UE~UE---"E \ U(_ur.- \ uG[ ____\JE- ! / I, I / I / / // _- L- I I I I / - ~ I / / 1/ / / I ! REVISION / ! I ! EXISTING ALUMINUM DOCK \? \\ \c ~ / I I DE_UE- UG[ -r / '; '/' ,/ , ;' , , 'I '/, ' <! , /, I. UE-- UE- < I! J ~o PAL" ~ NORTH ARROW w > ~ 20' 10' 0' 'rt.I-.- 40' I 10' 20' ~ r ~ c==-=~ ~ -- --------------- ========- ~~ ----------- Q ~ ~ ." " 0" OAK OAK (5 < '" .~ ,tv ( OAK ~- 7" PALM 9" PAlM ~ ~ 7"PAlM _____:f-. 6" PALM ~7'-;-PAlM -.Jf - - - - - ~ GI I ~~~C:\';~N~4 El=319 I / 15" RCP E IN V, EL=o3.29 il NE INY. EL=3.54" _____________-0------15 RC.f'------- 24" RGP------- I g~ATE EL=5.44 12" RCP W INV_=3.54 1111~~( A;':-~-__ /b~""- '\: ,d,,, ~~ ~() ----: 2i~ ':.~ --ss.. ~~ \. ~ ~l -:........'--41"ER ~ ,II' ............ ",. G) ....._N _T~ t!)lIC.fl.......'lI CITY OF CLEARWATER, FLORIDA ENGINEERING BA YFRON T UPLAND IMPROVEMENTS CALL LOCAL PUBLIC UTILITY NOTIFICATION C~T~ ,.............,. .........~~ TOUvoe.<lV"''' LANDSCAPE PLAN It] WADETRIM THIS DRAWlr<<; IS COPYWRfTTEN o Wade Trim Group. Inc. WADE TRI!.t PROJECT MAtBER: _~"'220 1745.......... RaId. T..... R. IIlII4 I1J"'~.'" FAX:111..11C..SlllO ~flfAulladiallDnND..:_ .............. ........................."...... CLW2067-01 M ""'ON "' YL DESlGNtD8V RO CHEC1<ED BY SHE """""" NO. _NO .... NO. AS C W2067.01M NOTED ,,,,....... .... '"'" SHaT NO. L-4 05 19 0 APPROIItDrOlI; COHSTAUCTlOH SUPEIMSING tNGINEER TlllEO AI'O lOOSEtEO NATI~ &oIL e.ACJl':J"lLl ~ Ti'U'oI'( Sl-tAL.L ee 6TRAIGl-lT AND ttlTI-lOJT CURvE6, FREE OF SCARS. ~.AA:K5 .6NO eooT5 5 LAYERS OF euFa..Al"'. !o . 2...~-Jt"'. ~ CATTEN&. COI'+IECT'EO W1f1.l 2-)1..(- STEEL eAN06. 0' 2".."-""'. WClOOEN STAKES .. &oIL SAlJCER ~ l"'lANTINC. a.Q.E. RilOOfeALL )"I"U..CI-l LAYER FERTilIZER fAelET5 EX15TlNGo lI'lOlSTUReleO &OIL PALM PLANTING DETAIL CLEARWATER INDEx No. ~ ~. lor I Rd...... 3/3(f)/~ ' N.T..&. -= MJt.e~ ). FlIlIOt1 STe16 ). t1.lLCIol LATER EXI!oT~ t.NOI6ll..1ReED eotL Sf..JRUB t C;ROUNDCOVER PLANTING DETAIL CLEARWATER INDEx No. ~, &loll or I ~. '11~,," N.TS. FERTILIZATION NOTES 51-lRUB5 AND TREE5 GROUNDCOVER AREA5 GENERAL LANDSCAPE NOTES <;FREAD TI-E LANDSCAPE CONTRACTOR &l-4AlL GRADE PLAN.TI"G eeos. AS REGlUlREO, TO pROviDe POSITI\I"E DRAINAGe AND PRCt10Te OPTIM.I'1 PLANT GROWT~. 2. AlL REcot11ENDEO TREES AND PLANT HA TERlAl& tLIILL BE GRADED AS f'llR6E~ GRACE NO. I OR BETTER AS OUTLINED ey TI-E: FLORIDA DEP.ARTHE:NT OF AGRIOJL1\.lIIii!E AND ~ER SERVlCE&, DiviSION OF Pl,.ANT INDU&TRT' ~DE& AND STANDARDS FOR t<lJRSER"I' PLANTS-, U~ EDITION, f99& AS REv1SED FRCt1 TIME TO TIME. 3. ALL PlANTINC"a tMALL BE DONE: IN ACCORDANCE tLllfI.t Ti-E FLORIDA t<lJRSER"r'NEN'S AND GRX::lUI:R'$ A&6OCIATIONS APF'RO'v1:D PRACTICES. 4. ALL PLANTS &wALL BE FERTILIZEO Wl1l-l A6RIFOION 2CZl-10-!o TABLETS. AS PER TIoE MAI'lFACT\JRER6 SPECIFICATIONS N CON.JI.NCTION UJlrw NOTE. 50. S. TloIE PLANTy..,jG SOIL $-lALL aE TloE APPRCl'XIt1ATE PROPORTION5 A5 FOLLOWS. ~ SAt<> AND ~ ~IC MATERIAl CON6ISTN:i OF NATIVE PEAT, WELl~oeCOl'1PO&EP &AU.OU&T, LEAF MOLD AND TOP SOIL IT 5I-t4LL PROv1DE A GOOD PliABlE AND moROUGl-L Y MI><EP HEPll.l"1 Wlfl.t AOEGlJATE AERATION. DRAlNA6E AND WATER-J.<<:)LDINI:j, CAPACITY. IT ~Al..L AL60 BE FREE OF ALL ExTRANE0U5 DE6RI&,6lJCI.I AS ROOTS. STONE&. WEEDS, ETC. h. ALL PLANTIN::;iI AREAS SJ.fALL. RECEIVE A 3- LAYER OF PlNEeARIC:. MJLCJ.4. 1~.2- PARTICLE SIZE, lLI-IICJ.l 1& TO ee WATERED-IN APTER INSTALLATIOi ,. TJ.lE PLANT MATERIAL ~EDULE 15 PREseNTEO FOR TIoE CONvENIENCE OF TWE LANDSCAPE CONTRACTOR. IN fl.tE EveNT OF A DISCREP'ANCY' eEl'UEEN TWE PLAN AND TJ.lE PlANT KEY. T~E PLAN 5I-IALl PREvAIL. 8. PLANTS ~All MEET SIZE, CONTAINER. AND 5PACINr5: 5PECIFICATIONS.,iJH'T' MATERIAL NOT MEETING 5F'ECIFICATIONS 5UALl eE FO!EHOvED AND REPLACED AT TJ.lE CONTRACTOR'S EXPENSE. '9. AlL TREE AND ~B LOCATIONS ARE 6UeJECT TO o-fANGE. ALL LOCATION& $-tAlL eE APPROvED BY TJ.lE CITY PROJECT MANAGER PRIOR TO F'LANTIt<<i. 10. Ti-IE LANDSCAPE CONTRACTOR: 5I-IAl.L BE RE5PCN&IBLE FOR EXAMINIl"ti RJLL Y eoTJ.l TIoE SITE AND TWE 610 DOClNENTS. DISCREPANCIE& IN TJ.lE DOClNENT& OR 1l-E ACTUAL SITE CONDITIONS SJ.lALL BE REPORTED TO T~ CITY PROJECT MANAGER IN lLRlTING AT TIoE TIME OF 610DIt<<i OR DI5COVERY. NO ACCC\NT SJ.lALL ee ....ADE AFTER C~TRACT COMR..ETION FOR FAILURE TO REPORT euc~ cavlTION, OR: FOR ERROR& ON Tl-IE FART OF TI-lE LANDSCAF'e CONTRACTOR AT TI-lE TIME OF BIDDI"G. IL T~ LANDSCAPE CONTRACTOR $.4ALL BE RESPCN&IBLE FOR SEOJRlf'IO AlL NECESSARY ~ICAeLE PERMITS AND LICENSES TO PERFOFOM TJ.lE WORK SET FORn.t IN TJ.l15 PlAN SET AND TJ.lE 5PECIFICA TION5. 12. PlANT MATERIAl.. 5I-t4LL BE aiD AS SPECIFIED l.NLES5 t.t4AvAILA6LE, AT lLI-IlCI-l TIME TJ.lE CITY ~CT MANAGER WILL ee: NOTIFIED 6Y TELEPl-KlNE AND IN WRlTn-<<:i OF INTENDED CJ..lANGES. 13. ANY.AND ALL QUESTIONS CONCE~ING 11-IE PLAN SET AND/OR SPECIFICATIONS SI-lALL ee DlRECTEO TO T~ CITY PROJECT MANAGER AT ('21) Soh2.4131. 14. TJ.lERE SJ.lALL BE NO AODITtONS, DELETION& OR 5UB$TlT\JTION& W1TJ.k:lUT TJ.lE URITTEN APPROVAL OF Tl-4E CITY PROJECT MANAGER 15>. TI-lE LANDSCAPE Ca-lTRACTOR SMALL GUARANTEE. iN WRITING:, PLANT 5URVlvAe!LITY FOR A PERIOD OF TU.ELIIE (tV MCNTI-l5 FROM FINAL ACCEPTANCE ay ft.lE CITY PROJECT MANAGER 1&. ALL OIMENSIa-lS TO 6E FIELD-C/o.IECKED BY TJ.lE LANDSCAPE CONTRACTOR: PRIOR TO LANDSCAPE MATERIAL IN6TALLATlON. DISCREPANCIES S~ALL Be REPORTED IM'1EDIATEL Y TO Tl1E CITY PROJECT MANAGeR 11. Al..L MATERiAL5 MUST BE AS SPECFIED aN fl.IE lAN05CAPE PlAN. IF MATERiAlS OR LABOR 00 NOT ADJ.lERE TO SPECIFlCATIONS, TI-{fY WILL BE REJECTED SY TJ.lE CITY PROJECT MANAGER: WlTI-l PROPER IN5TALLATION CARR;[EO OUT BY LANDSCAPE CGlNTRACTOR AT NO ADDITIONAL COST. \8. ALL PEfIOMIT5 NECESSARY ARE TO se PROVIDED BY TWE INST Al..Ln-<<:i CONTRACTOR LNLE55 On.lERWfSE SPECIFICALl Y STATED IN Twe: 6PECIFICATION5. ~ NO CONTRACTOR IDENTIFICATION 6IGNS SI-lAlL BE PERMITTED CN TI-{E PROJECT, EXCEPT FOR: TI-lE PROJECT I~TIa-l Sk:iN6. 20. E>dSTING: 500 5~ALL BE REMOvED AS NECE55ARY TO .ACCCt1OOATE NEW A..AN.TINGS. 2L ANY EXISTlNa 60D AREAS TJ.lA.T ARE l..NECE55ARIL Y DI&TUReeD DURING TI-IE LANDSCAPE INSTALLATION 51-tA1..L BE RESODDED TO MATCI-l EXISTING. 22. TI-lE LANDSCAPE CONT~TOR: WILL BE RE5F'C:N&leLE FOR ~E COLLECTICN, REMC'vAL. AND PROPER DISPOSAL OF ANY AND ALL DEBRIS GENERATED OURII'<<:. TI-lE INSTALLATION OF TI-l15 P'ROJECT. ALL TREES AND MRIe6 6I-iALL BE FERTILIZED WlTW ~AGR:FORM- 2lZ)-&-~ PLANTING TAel..ET& AT TIt"E OF IN6TALLATION AND PRfOR TO COMPl.ETION OF PIT BACKFILLING. T AeLET5 ~L fie PLACED LNIFOf;ML yo ARa.ND TIoE ROOT MA&6 AT A DEPTl-l ~T IS eeru.eEN TIoE MIDDLE AND eoTTOH OF TlE ~T MA&$. APPLICATION RATE. LD.3,TlJJll GAlLON CAN. I _ 21 GRAM TAeLET "GALLON CAI'i: 2. 21 GRAM TAeLETS S GALLON CAN; , - 21 GRAN T ABLET6 1 GALLON CAN: ~ _ 21 GRAM TABLETS Le.6ITREE6: 3 - 21 G:RAI'1 TAe-LETS EACI-t 1/2" OF CALlF'E~ PALMS: 1 - 21 GRAM TAeL.ET6 ALL GRiC1l..NDCOVE~ AReA6 ~.Al...L RECEIvE FERTIl.IZATION WlT~ .OZMOCOTE- TIME RELEASE FE~TILIZER A6 PER MAN.FACTURER'6 6PECIFICATION&_ I-lEICsI-lT L~.TII NOTES: t At.\, .WOOO ~t.ft '!PRUCe OR PINE -NOT PRE55URE TREATED. 2. CRO&5 TIES ~ALL NOT CR055 OVER W::>OOY ROOT&. 3. REMOvE ALL STRIN:j, 410R WfRE URAF'PED ARC'll.ND TRlH<. 4. REMOvE ALL STRAP5, ROPES, WIRE, 410R: 5TR~S U$ED TO LIFT Twe: ROOTBALL So. REMOvE ALL euRL.AP 4/OR WIRE FROM TI-lE TOP OF THE ROOT BALL. 6. TOP OF ROOTeALL TO BE SET 2~ eELCUJ F1N1Sl-l 5URRICll.NDINa FINISJ.l GRADE. I""tJLCI-l 3" F~ TRI.J'i{ r-tJLCI-l 3~ DEPT,", TILLED AND LOO5ENED NATI\I"E SOIL BACKFILL lJ'.lDISTUReED &OIL 2.2-X~~ STAKE WlLONC;, TAPER MIN. Ie. INTO l.NDISTURBEO SOIL LANDSCAPE SCf..JEDULE SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DE5CRIPTlON AC 220 ANNUAL COLOR ANNUAL COLOR I GALLON, FULL, 18" o.C. AM !"> ADONIDIA MERRILLlI CI-lRI5TMA5 PALM 10' CLEAR TRUNK, FULL I-lEAD CQ 4 CLERODENDRON QUADRILOCULARE TREE FORM 5TARBUR5T l' X!">', 5TD., TREE FORM, 25 GAL. DE 353 DURANTA ERECTA GOLD MOUND DURANT A 3 GALLON, 16" I-lT X 14" 5PR, FULL, 30" Oc. -- I-lR 124 I-lIBI5CU5 R05A-5INEN5E I-lIBI5CU5 3 GALLON, 24" I-lT X 24" 5PR, FULL, 36" Oc. LI 23 LAGER5TROEMIA INDICA 'MU5KOGEE' MU5KOGEE CRAPE MYRTLE 30 GAL., 2" CAL, 10'-12' I-lT X 5'-6' 5PR, FULL, MUL TI L12 14 LAGER5TROEMIA INDICA 'NATCI-lEZ' NATCI-lEZ CRAPE MYRTLE 30 GAL., 2" CAL., 10'-12' I-lT X 5'-6' 5PR, FULL, MULTI LJ 32 LIGU5TRUM JAPONICUM TREE L1GU5TRUM 8'X 8' MULTI-TRUNK,TREE FORM, CONTAINER, 2" CAL. LM 1100 LIRIOf'E MU5CARI 'EMERALD GODDE55' EMERALD GODDE5S LIRIOPE I GALLON, 12" I-lT, FULL, 18" OC. MC 106 MUI-lLENBERGIA CAPILLARI5 MUI-lL Y GRA55 3 GALLON, 16" I-lT X 14" 5PR, FULL, 30" o.C, PD 6 PI-lOENIX DACTYLlFERA 'MEDJOOL' MEDJOOL PALM 12' CLEAR TRUNK, FLORIDA FANCY, NO DEFECT5 PM ~ PODOCARf'U5 MACROPI-lYLLA PODOCARf'U5 3 GALLON, 18"-24" 1-l1. X 24" 5PR., FULL, 36" O.G. QV 4 QUERCU5 VIRGINIANA LIVE OAK 1= GAL., 14'-16' I-lT. X 6'-1' 5PR.. FULL RI 620 RI-lAPI-lIOLEPI5 INDICA INDIAN I-lAWTI-lORN 3 GALLON, 12" I-lT X 16" 5PR, FULL, 24" O.C. TA 2':14 TRACI-lEL05PERMUM A51A T1CUM MINIMA JA5MINE I GALLON, FULL, 18" o.c. TJv 1461 TRACI-lEL05PERMUM JA5MINOIDE5 VARIEGATUM' VARIEGATED MINIMA JA5MINE I GALLON, FULL, 18" O.c. V5 66 ViBURNUM 5U5PEN5UM VIBURNUM 3 GALLON, 12" I-lT X 16" 5PR, FULL, 24" O.C. WR 43 UJA51-llNGTONIA ROBU5TA WA51-llNGTONIA PALM NO BOOT5, 12' CLEAR TRUNK, FULL I-lEAD 50D I 51.200 CYNODON DACTYLON BERMUDA 41':1 50D 2 8,000 5TENOTAPI-lRUM 5ECUNDATUM 5T. ALJc.U5TINE MI5CELLANEOU5 ITEMS 168CY PINE BARK MULCI-l 3" DEPTI-l FOR ALL PLANT BED5 51-lREDDED BARK MULCI-l AND INDiviDUAL TREE5, 1-2" PARTICLE 51ZE IRRIGATION EXI5TING IRRIGATION 5Y5TEM SOUTI-l SIDE OF CLEVELAND 5TREET TO BE REPAIRED AND MODIFIED BY CITY TO PROviDE 100% COVERAGE FOR NEW PLANTING5. It] WADETRIM THIS DRAWING IS COPYWRlTTEN o Wade Trim Group, Inc, WADE TRIM PROJECT Nl.lM8ER: _"_2lII 1741__ _R...... CLW2067-01M 1111"'''''__ FAX:.I1UK.111O ".....~~No.:_ .....-......- ........................"........ RECORD DRAWINGS llll~S[AL':;;---__ CD ~:a DRAWN '" YL I)[S!GMEO flY RO CHECKEO flY SHE co i~~ CITY OF CLEARWATER, FLORIDA VOCAVAl'I BAYFRONT UPLAND IMPROVEMENTS """ SUIM'rEO BY """.... ....... Il.RYEYEDeT' ~ ,d,... {':t CALL LOCAL PUBLIC AS W2067.01M ~~ ~--= . a~ ENGINEERING UTILITY NOTIFICATION NOTED .", ..... owe. NMl[ ....,....L-5 ~ ~ .ffl CEN.TE~ 05 19 0 ~CT~1NR:1t -- LANDSCAPING DETAILS APPlKM:o rOA --.....~4.,.ER ~ rl" .......-....". .......~-- """"""""'" 5lPE~Ki aG"'EIt REVISION .............. "", TCII,II!)C,Ilr,VA,. SUPE~[NGlN[ER 2~X2"X4' CRO&$ MEMBER 2-2.50- DRYWALL SCREWS TREE PLANTING DETAIL CLEARWATER INDEX No.~. SoI-l. I or I ~.3/W/~ N.T.5 Al.L~R TO ee TRfANGU.._ SPAClNc1. seE PLANT LI6T FOR (OCJ 5f"AC""- ....C" ~-r~ ... - ~ 1OACl<C#"-""'eEOL'" PLANT SPACING DETAIL (24" OFFSET) CLE~TER INDEX No, W3, 61-1.. 2 or 2 Rsv. 81e>!lo/tD!l N.T>>, ---- ------- / ('>~ ~>>" ---- "<:~.,~ ~~, 24 INCH STEEL PIPE (PIPE TURNS AND GOES DOWN) ; / / / / / / / / I f I \ I ) / / ~ ---- / I I I / / ; \\) /) :j/ , ; , I , 1 , ! , I . ~",." ! --r n.1 RECORD DRAWINGS 5Uf"I!:~lf>lN5-Et-<<OlNl!l~ SE~GRAS~ CD: 8upvC '"0 INV 3.19 ;~;~ ~ -----f'M----------r~ -----Ht------~M_ REVISION 1,11 ................ ,Ill -{ S(AL..... ...--_ "'$~,^",,- ~ "I,,,, {~ %~.., ~ ~ ~f),", --- 'v~\'~ -:.-_......."'i[R ,\ ,III' '-"'1111' nl " " " " " " " 20H PALM 11 Jf" " " " " " " " " " " " " " ~" =-w,;o 1 :: " 1 " " " 1" " " " " <( " " " 1 :: ~ " l ~ , i\ \ :: , :: \"' :: " \ :: , \\ A'rt~4 :! ), \ ):: (~\ <'" ; ) :: ~V [] \ \ , '" \ 10"~A . / ~ \// \ ~~ ,-- ~/ '\ F~ // j ~ ///\ \ C \ i \ \ \ \ \ \ ~ \ 04" \. \ \ \~" \\ ~ '~St ,......,..~ "> "">" '~ "\ s~ J02A lB"RCP INV=;20 o '/ SEA WALL >:f ~t 1 ''M----FM-------f~ ~M---r-t.r t, -+ <!) ....-e:~n....Tf! !lEPOIiIl!""OO Ex<:...........TE CITY OF CLEARWATER, FLORIDA ENGINEERING BA YFRONT UPLAND IMPROVEMEN TS CALL LOCAL PUBL Ie UTILITY NOTIFICATION CENTER lOLLflIIR t.-.,,)t-"T\lII ..-.t..~lleOlIte YOUI!)lCAVATe ELECTRICAL PLAN \ MATCHLlNE ............ tTO SHEET E-2 ..2d' 10' 0' o 0/ ~_- 'SfM \ c YL RO AS NOTED DIll( OAA_ owc. NAI,I( 05 19 0 APPRCM:oroll' COlIISTRUCT~ ALAN M.. SCHWAB, P..E.. SUPER\IlSINGENGINEEII' 10' 20' 40' j SEAL ALAN M_ SCHWAB. P.E license Number 61.31.3 CR CONTRACl NO. """ NO ClW2067..01M SHEET NO. E-1 MATCHLlNE :9. ....................j TO ~~........ ~~~KE~~~ . . 1 . . . . . . . 21&tl1BGND, ~'c . . . . . . . .. MA TCHLlNE ...~...f-Ji............. .' I \ TO SHEET E-3 ~ " I 0? >:F ( EL 1TRIC ::;, ',eJ I ~ ,." I ------------------[) ( ---~--- ):1,' " \ E {i I \ \ LIGHTING u LIGHTING ,. \ . . . \::...... \ :SE.AGRA;S. / \. LIGHTING 20' 10' 0' 10' 20' ~-- 40' I ~~--------------------------------------------- :21 II 1 0, LIGHTING :n (j El LIGHTING :n: LIGHTING I "- ~ :: :: " " .'.........::....~...:..3;f..,.c..':.....t:(. "1<'...,,: .;::,<.........<::..:..........>:1:. >:I: '>:f .;;;"<"::~".: ..::......,...::2/ ., . . . . '. .tir . .. .'.' , . I;::F >:I: . . . . . -_.~>. I >:I: >:I: ~K ------- I I ~ 6. C ~-L~NG- ~ ---------~ CLEVELAND ST. I ----------------- ~ ------ ., ~------- \ \\ \\ 3fLM :ifM 6' WIDE CONe WALK ):I, 12R PALM :if" 16" PALM Jf f Q: " 8" WA TER ~ ~ '''&_f"r)<t ~___ 'eM. -. ~ fM--FM-----r--n,u.' 'JP J1<' ,~ty0 ~, ,:.p~EP~N ~ I ','" 10~M 1\ \(""", 1"" \ '\ 12~M I \ "T" I : '~" SEAL ocro <: I Jf 19" It] WADE'fRIM AlAN M. SCHW~. P.E Lice....se Number 61Jl,3 MATCHLlNE ............... TO SHEET E-1 ~1.Sul.220 81.t5...........Ro8d, T~R. 338M :~~~3~ , ...~ 1IlMlp1tlllonlNpl...~d........ RECORD DRAWINGS REVISION r'" .............._ /~" SEAL--.... ...-_-:,. "(j~,^~ ~ ,d,,.. {~ ~~ ---.:. g~ \~-p. ~ J:l -:.-...~,q iER ~ /1'" "'''''''''''' ",1 CITY OF CLEARWATER, FLORIDA ENGINEERING <D =l~ BA YFRON T UPLAND IMPROVEMENTS YL OESIGN(08Y RO CH[C1(EDBY CR COHTRACl NO. $UPE~$1NCo eNC:OlNl!~~ CALL LOCAL PUBLIC UTILITY NOTIFICATION C~~T~~ ,__.0;1_<11'" MN.... wc:un 5ef'ORli ...OI.Irxc...."...1l: "'''' AS NOTED !lATE OAAWN ()WC. fllMlE 05 19 0 ... ,. ClW2067.01M SHEfT NO"E_2 ELECTRICAL PLAN ~OVEorOR CONSTRUCTION ALAN M. SCHWAB, P.E. SlJPER\IISINGENG/f<IE[R ~EAGR~SS.j- MAT.cHUNE, " ................ TO SHEET E-2 RECORD DRAWINGS I ( I \' .J 1-- I~ /1 /1 I I II I n~' I '/. . :) . J' . I MATCHLlNE ................... ro SH'EeTE.-4' " , . . . MATCHUNE .......................... TO SHEET E-4 ErF I><J .(. ::-:,-_.1. . . . . . . . 5O~o.c.JlYPl .,.:t-~~-.-~. .'.' .-: -:-~ ~ -"':...na;'~_:.._:_._~ ~ ,. .j-... ...........,.,.,. so "' SEAGRA$S ... ;; '; ::' J: .....".. . 20' 10' 0' '.1-.- 10' 20' 40' I 16"W---~->-- 12"w WTR FO!) -------" T~..J.INE I 'C'W ---..........L I"""""""" 11------------_ OAK PARKINC SIGNS J-CT1lP 1IHIS N!1IDfj!, !~ Os Q~ / c-] 1~ WATER lINES---...... ~~~g~:"TIE EL, S3:-~~~~~~~~~~-~~~~~~~~~~~~--~--- c Vll'l INV[RllS INIID..CIl3:5IIH1J.J[ ~ :z :- STRUC1\JRE FULL OF -., 1; 11 CONCRETE ~gUl r~~ O'LlCP ~;!' <o~ t QSANITARY LIFT STATION :{ ----------______~____~~!~_~~~~:W____J STORM G~MIii.. INLET GRAT[ INLET y----.--------- I I I I I ~ SEAL - lS"SD---------------D-___________ It] WADETRIM THIS DRAWING IS COPYWRlTTEN (t) Wade Trim Group, Inc. -j G~G~G-G~G~G-G-G- LIGHTING MATCHLlNE ..................... TO SHEET E-2 AInIiIIInot5.&*220 8745 HIndnon fad, T~ R. 33834 81'.8I2.83OltMlla...IlUIU FAX: 81U84.5811O c.rwcnd AuIlortaIon No.:_ _.~ IUaIllflllllllaNNplOll.ludIIbIr6......,. WADE TRIM PROJECT NUf.1BER: CLW2067-01 M AlAN f.l. SCHWAB. P.E. License Number 61313 5C.Pfi~~ eMGlIo.IEl!1I! REVISION \111~~(AL~::""__ /~~"""'- ~ v ...d/... {':. ~C) ........:: 1';% \~f) ~ $/ -=--....::..qrER 5>1\\ ""...... JI'/ CITY OF CLEARWATER, FLORIDA ENGINEERING ID .....e:&TIGATI! """""00 El<CA,VATI! [lAAWN BY YL OESIGNE:OSY RO CHtCKEDElY CR BA YFRONT UPLAND IMPROVEMENTS $UIlv(T'EDElY "''''' CLW2067.01M AS lMT[ DRAWN SH[(TNO NOTED 05 19 0 [-3 ELECTRICAL PLAN ~ROV[DrOR CONSTRUCTION ALAN M. SCHWAB P.E. SUPEIMSINC (~I>l[[1l PROJ!!CTENG-NEER CALL LOCAL AJBLlC UTILITY NOTIFICATION CENTER T"'-L~ 1_..>>'.'" ..-...>IO.I't&~ YQll!XC'O'...."TI! ~~ / ~\ / %'y /\ / \ \ UE_UE------uE-UE- J--UE-UE--t UGE _UE_UE_UE-j_UE- ) \ / I I~ / ;/ I l-:-: I I III + + / + + ~ I !t + + +j ~~u~ 1/+ + + i + x;i if ! ! + + + + + + + + + + + / rf--- T.} \ + + + + j + 1)1 11_\: + > + + + + + ~ I ! l_~~~~:~~M / / /t //~: f / ~/-~ ;'I ~~' ..- /f:~ + . I!: : : / / L +{ < <1+ j + + i .... SEAGRASS / +~~ + + + J- +.++1+ +\: </+ + l+ ++;: + .1- + 1+ +! + + J :i: : : + -----"E- -uE _h=j- ~ / / / ! / I I I . / I ' 1// 1// / / I / '; / / / ,r Ii /1 I I \ \ \ / / ~ \ \ ~ll;'~+ + \~ \~ c< \'i / / / --------"E- UE-U[ -rUE- > g UGE ~ I I I ~ r Q ~ << + +/ + + + +/+ + + + ! + + + GI rGRATE EL=6.75 I lNV, EL=J25 -10' 0' 10' 20' SEACRASS e, 40' CONe, ~K ~:Jtw=---M:Jtflf------+d:Jtflf------+d:Jt~M~ -M~__ ~~~ ------ -----;~f___ T AFFlC MET 'H no '2 ...-----' 0'. OAK "-SEAGRASS .... o IRRIGA TIOw' CON TROL BOx 1 ill '" ~ I \ /__I\CRASS ~ 12 h~'ON 0 OAK p: / I 7 =fa PALM REC.& / // // 'll// "'?-c ~ GI ~ 7" PAW ~ ("RATE El ~7 54 X ~ 1.0 " / 24' RCP W INV El~J'9 g" PALM ".. 15~ RCP E lNV EL =3 29 : 1tC.. if NE INV EL =3 54 ......."l"1IIli 7" PALM ~ ___________--G------ 15" RC-P------J-.- ~6~RIl?\!LM________ 24" RC.p-----;---r{~~.w .. 7" PALM ~ 1,--------'iLt-,J;--~-----------------~-------16 " 2" .~ff:lf- \ : " 4~1"r 1 I e, I --~~ -"'-------~~~-~-~-----~----------------- 20"W -------~---~_.!..../~ i "" c~ ~ ",,~.. ""i i ~~Jlr~ EL=11S"~ GI : : ~cp ~ r4"V EL ""062" I GRATE El ",,544 : : ;0 ~M~ ~lNv EL=175 y / 12 RCP W INV""J54 I I ~',. ;:;~/l.v El~215 .K;; / : : ~- ~~g:INV VCI I I "! ~ 1~ Z ~11f....f~.f~I:U. : I / < rl ~ I"T1 < I JCA:W11LtNtI354 I : . ....~........................ . TO SHEET E-3 JIO!l~ +~( 50+ o.c. .cw. -- -f~:~:-.-+-._+-~-~~:-~-:,_L+- L:-,"-:_+_-:_ '20;1W- PUNG o + + I: :;: + + + + + + + + + + + + + +/+)+ + + :/1: + :~TC~IN~ + ............................ TO SHEET E-3 SEAL / RECORD DRAWINGS 5Uf"f1tVlSINCliI!:NCioN!'1!1'II' It] WADETRIM WAOE TRIJ.l PROJEClI NUMBER I CLW2067+01M ............ 5. Su1122Q 174S~RoC, T~A. 33834 113.182._".481.8824 FAX: 813.184.5880 c.re:. 01............ No.: 3612 ~ 1IMI8~.........t6........ AlAN M. SCHWAB. p.E license Number 6131.3 REVISION 1111~~(AL":-:"'--_ /u~q,"",- ~ ,d/... {~ ~~ "'-: 8~ ~-p'--z... ~/ ~-,,:"1r[R 5 ,II" --",#, Iffl CALL LOCAL PUBLIC UTILITY NOTIFICATION C~T~ '._.0......',., !1!1.-0~~ ...-OUE><c..v..tt <D IoIVE&TII:ioAtl! -,~ E><CAVA'" ,.,,"'''' OiSIGHEOBY RO CHECKED BY CR COHfR,\CT NO. Yl BA YFRONT UPLAND IMPROVEMEN TS ClW2067.01M AS o,o,TEOflAI'fN SHEET NO.E_4 NOTED 05 19 0 ELECTRICAL PLAN APPROVED (OR COt<STRUCTK>>l ALAN M. SCHWAB, P.E. SLlf>ERVlSfofG ENGINEER CITY OF CLEARWATER, FLORIDA ENGINEERING PROGRESS ENERGY COlONw.. 22' BLACK OtRECT BURIAL CONCRETE POLE GRADE LINE Qr.CORATIVE LIGHT DEVI.IL STREET PARKING LIGHT, CONDUITS AND H,o,NDHOLES INSTALLED AND MAtNT AH>JEO BY PROGRESS ENERGY NOT TO SCAlE RECORD DRAWINGS PROGRESS ENERGY SANlBEL OUTDOOR PREUIER OECORATtVE POST TOP LIGHT REVISION '<~~'fW~~(AL:-':-q~"",- ~ .) ,d,/ {- ~ ~~ -~- ;} ~:~,q liR~' v~/ ""'--'//"011111' 8 NEw lUMEC DQIv1U<:; 80LL,l,f'.;[j LIJMEC PRODUCT #: DOSBJJ2F240BK/TX NOT TO SCAlE CITY OF CLEARWATER, FLORIDA ENGINEERING STREET LIGHT POWER PANEL 01< -l o CNO 2'" C, WIRE SIZE AS INDICATED ON THE PLANS [ CD _"..re UFORE "OIl ll.Jo<C"'......lll. CALL LOCAL RlBLlC UTILIT'( NOT1FICATI0f\l C~~T~~ "_'.>>'."01> --.:~v~;o- 12" OEEP BED or PEA ROCK OR CRuSHED STONE ~ FOR ORAlNAGE: COHoolT FROt,C PREvIOUS LIGHT POlE (2'. SCHEDUlE 40 - PVC) - <lROuNO ROO HANOHOLE DETAIL NOT TO SCAlE STREET LIGHT PULL BOX STREET LIGHT POLE ''"C,2#12 +1#6 GND STREET LIGHT PULL BOX 2"C, WIRE SIZE AS INDICATED ON THE PLANS ,'"C, 2#12 +1#6 GND 2" C. WIRE SIZE AS INDICATED ON THE PLANS BOLlAROS LIGHT CONOUrT TO NEXT LICHT -PIllE (2" SCHEDUlE 40 PVC) CON)l.IT TO UGHT POLE - PRQWlE STUB OUT 24" fROW SlOE or HANOHOU: (1" SCHEDUlE 40 PVC) STREET LIGHT POLE } TO NEXT LIGHT POLE PUU BOX ON THE SAME CIRCUIT It] WADETRIM 95% COMPACTED CRANVAlR BACKFILL R8nMunce 5, Suitt 220 8146I-h1nd1non~ T...FL 33834 813.882.838tV88U9U.9624 FAX: 813.884.5990 CeftIcnt of Auf1ottzMIon No; 3692 WW.~.OOIR EllMnQ~an.bnddond~ BA YFRON T UPLAND IMPROVEMENTS ELECTRICAL DETAILS SC,o,L( N'9I!Q\I[orol! CONSTRUCTION 4~ M1NIf,lUM SANO ElEODlNG AS NOTED 0" WlIll' RED Ill'TECTABlE POL"1l<'lU:N( -- I MARIONG TAP( TO READ .'CAUTlON BUR1ED ELECTRtCAI. llN(S.' ~ COfloorr (1'tl'1CAl.) C9J:1Q.lIIT TRENCHING DETAIL NOT TO SCAlE THIS DRAWING IS COPYWRITTEN (0 Wade Trim Group, Inc WADE TRIM PROJECT NUMBER CLW2067-01 M YL OESIGt4EOsY RO o.o.TE ORA,WN 05 '9 0 ALAN M. SCHWAB, PE SVPOMSINC E'fGrNE(1! 24.. SEAt ALAN M_ SCHWAS. PE L;cer>se Number 61313 CHECKED BY I ," I CR '''''''' CLW2067.01M SHEET NO_ [-5 GENERAL ELECTRICAL NOTES (APPLY TO All DRAWINGS) PANEL: lP 2 100A BUS 1. THE CONTRACTOR SHAll VISIT THE JOB SITE AND THOROUGHLY CHECK THE FIELD -' VOLTAGE: 240/120 VAC, PHASE: 1, WIRE: 3, MAIN: 60 AMP, RMS SYMMETRICAL AMPS: 22k, MOUNTING: SURFACE CONDITIONS AND THE EXISTING ELECTRICAL INSTALLATION AND UTILITIES CKT BKR LOAD VA PH VA LOAD BKR CKT (ELECTRICAL AND TELEPHONE) PRIOR TO SUBMITTING HIS BID. . ~ 20A/2P BOLLARDS (NORTH) 448 A 0 SPACE SPACE 2 2. OTHER PROJECTS ARE OR MAY BE UNDER CONSTRUCTION AT THIS SITE, AND ~ 448 B 0 SPACE SPACE 4 THIS CONTRACTOR SHALL COORDINATE WITH THEM SO AS NOT TO DELAY THEIR 5 20A/2P BOLLARDS (SOUTH) 336 A 0 SPACE SPACE 6 SCHEDULES OR IMPEDE THEIR WORK. r----y- 336 B 0 SPACE SPACE 8 I--C-.. SPACE 3. COORDINATE ALL NEW ELECTRICAL UNDERGROUND WORK WITH NEW AND EXISTING 9 SPACE 0 A 0 SPACE SPACE 10 .J.!.........SPACE SPACE 0 B 0 SPACE SPACE 12 UNDERGROUND UTILITIES BEFORE INSTALATION. SEE CIVIL DRAWINGS. CONTRACTOR ---~-- SHALL COORDINATE THE REMOVAL OF THE EXISTING SERVICE WITH INSTALLATION OF I TOTAL: 1568 0 NEW TO MAINTAIN CONTINUOUS UNINTERRUPTED SERVICE. A- 784 B=784 l TOTAL CONNECTED LOAD: 1568 4. ALL UNDERGROUND CONDUITS AND/OR DUCT BANKS SHALL BE INSTALLED 24" MINIMUM BELOW GRADE (UNLESS OTHERWISE SHOWN ON PLANS) AND SHALL SLOPE (MINIMUM 3" PER 100') TO MANHOLES, HANDHOLES, CABLE VAULTS, OR OTHER BOLLARD PANEL SCHEDULES STRUCTURES. 5. ALL UNDERGROUND CONDUITS AND/OR DUCTS IN DUCT BANKS SHALL BE P.v.C. 6. PROVIDE WATERTIGHT HUBS AT CONDUIT ENTRANCES TO ALL ENCLOSURES MOUNTED OUTDOORS. 7. GROUND CONDUCTOR SPLICING AND BONDING SHALL BE ACCOMPLISHED BY THE USE P/...NEi_ LP-IA 100A au'; OF EXOTHERMIC WELDING. v'OL T2.,GE 240/120 VAC PHAS[ I. WiRE .3. MAIN: 60 & 80 AMP Rtv~S 'SYMMETRICAL lIMPS 22k MOUNTING SURFACE CKT BKR LOAD VA PH VA L o.P,O BkR (V,T 8. PROVIDE A PULL STRING IN ALL CONDUITS. CONDUITS SHALL BE CAPPED AFTER I 20A/IP PROMENADE RECEPT,\CLES 720 A /20 PROMENADE RECEPTACLES 20A/ I P INSTALLATION TO PREVENT THE ENTRANCE OF FOREIGN MATTER. L , 20A/IP PROMENADE RECFPTACLES 720 a 720 PROMUJADE RECEP !ACLES 20A/ I P 4 9. COORDINATE THE EXACT LOCATION OF ALL LIGHTING WITH LANDSCAPING BEFORE J ~ 20A/IP PROMENADE RECEPTACLES 720 A. -:2:J PROMENADE RECEPTACLES 20A/ I P 0 INSTALLATION. 20A/IP PROMENADE RECEPTACLES 720 B 720 PROMENADE RECEP I A.CLFS 20A/IP 8 9 20A/IP PROMENADE RECFFTACLES 720 Po 720 PROMENADE RECEPTACLrs 20A/ I P 10 10. EXPANSION OR EXPANSION/DEFLECTION FITTINGS SHALL BEPROVIDED FOR ALL 11 20A/1P MULTI SPACE METER (SOUTH LOT) ? B 2S L iCH liNG CONP-CDR CCNTROL CIRCUIT 20A/IP CONDUITS CROSSING EXPANSION JOINTS. 13 20A/1P MULTI-SPACE METER (SOUTH LOT) ? A - FEEDER 8REAKt.R 60A/2P 14 ZOA./ I P SPARE 0 8 TO LP-18 - 1:., . 16 TOTAL: ? 3625 INSTAllATION AND TESTING . I A-? B=? ! TOTAL CONNECTED LOAD: ? COMPLY WITH DETAILS FOR REINFORCEMENT AND FOR ANCHOR BOLTS, NUTS, AND WASHERS. VERIFY ANCHOR-BOLT TEMPLATES BY COMPARING WITH THE ACTUAL POLE BASES FURNISHED. I PROMENADE/TICKET CENTER LIGHT PANEL SCHEDULES EQUIPMENT SPECIFICATIONS USE WEB FABRIC SLINGS (NOT CHAIN OR CABLE) TO RAISE AND SET POLES. MOUNT POLE TO FOUNDATION WITH LEVELING NUTS. AND TIGHTEN TOP NUTS TO PULL BOXES: CONSTRUCTED OF POLYMER CONCRETE AND DESIGNED TO ANSI TIER 15 TORQUE LEVEL RECOMMENDED BY POLE MANUFACTURER. LOADING REQUIREMENTS. PULL BOXES SHALL BE GASKETED AND NOMINALLY SIZED AT SECURE POLES LEVEL, PLUMB, AND SQUARE. 13"W x 24"L x 12"D AND SHALL HAVE AN OPEN BOTTOM. A HEAVY-DUTY GASKETED ATTACH LUMINAIRES AND SUPPORTS TO ALLOW AIMING FOR INDICATED LIGHT BOLTED COVER SHALL BE PROVIDED WITH EACH PULL BOX. COVERS SHALL BE MARKED "ROADWAY LIGHTING". ALL FASTENER HARDWARE SHALL BE STAINLESS STEEL. DISTRIBUTION. MANUFACTURED BY QUAZITE. OR ENGINEER APPROVED EQUAL. LAMP LUMINAIRES WITH INDICATED LAMPS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REPLACE MALFUNCTIONING LAMPS. GROUND RODS: 3/4" x 10' LONG. HIGH STRENGTH STEEL CORE WITH A MINIMUM INSPECT EACH INSTALLED UNIT FOR DAMAGE. REPLACE DAMAGED UNITS. OF 10 MILS OF ELECTROL YTICALL Y BONDED COPPER. MANUFACTURED BY BLACKBURN, VERIFY NORMAL OPERATION OF LIGHTING UNITS AFTER INSTALLING LUMINAIRES AND ERITECH, OR ENGINEER APPROVED EQUAL. ENERGIZING CIRCUITS WITH NORMAL POWER SOURCE. MEASURE LIGHT INTENSITIES AT NIGHT WITH PHOTOMETERS THAT ARE CALIBRATED TO NIST STANDARDS. CHECK INTENSITY AND UNIFORMITY OF ILLUMINATION. CHECK EXCESSIVELY NOISY BALLASTS. CONDUIT: ALL CONDUIT INSTALLED ABOVE GROND SHALL BE GALVANIZED RIGID STEEL PREPARE A WRITTEN REPORT OF TESTS. INSPECTIONS, OBSERVATIONS AND (GRS). GRS CONDUIT SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUT. GRS VERIFICATIONS INDICATING AND INTERPRETING RESULTS. REPLACE OR REPAIR CONDUIT SHALL BE UL LISTED AND MANUFACTURED IN ACCORDANCE WITH UL 6 AND MALFUNCTIONING FIXTURES AND COMPONENTS AND THEN RETEST. REPEAT PROCEDURE ANSI caD. 1 STANDARDS. GRS CONDUIT SHALL BE MANUFACTURED BY AlliED OR UNTIL UNITS OPERATE PROPERLY. GIVE ADVANCED NOTICE TO ENGINEER OF DATES ENGINEER APPROVED EQUAL. ALL CONDUIT BELOW GROUND SHALL BE RIGID SCHEDULE AND TIMES FOR FIELD TESTS. 40 PVC. RIGIID PVC CONDUIT SHALL BE MANUFACTURED IN ACCORDANCE WITH NEMA TC-2 AND UL-651 STANDARDS. ALL PYC FITTINGS AND CONDUIT SHALL BE SUPPLIED BY THE SAME MANUFACTURER. MANUFACTURED BY CARLON, CONDUX. OR ENGINEER APPROVED EQUAL. WIRE: WIRE SHALL CONSIST OF COPPER CONDUCTORS, WITH 600 VOLT THHN/THWN INSULATION CONFORMING TO UL 44. MANUFACTURED BY OKONITE, SOUTHWIRE, OR ENGINEER APPROVED EQUAL. MOUNTING STRUT: MOUNTING STRUT SHALL BE GALVANIZED STEEL, MANUFACTURED BY r"" UNISTRUT OR ENGINEER APPROVED EQUAL. LIGHT POLE LUMINAIRE AND ASSOCIATED CONDUIT AND HANDHOLES: PROVIDED AND INSTALLED BY PROGRESS ENERGY. SANIBEL SERIES POST TOP LUMINAIRE, WITH 175 It] WADETRlM I THIS DRAWING IS COPYWR'TT~N WATT METAL HAYLlGHT LAMP, TYPE III OPTICS, 120 VAC BALLAST, AND PAINTED COVER. l.C Wade Tnrn Group, In,: THE DECORATIVE POLE SHALL BE COLONIAL SERIESE. 22' HIGH POLE, PAINTED BLACK, WADE TRIM PROJECT NUMBER' ~6,SUI&220 CONCRETE POLE AND WILL BE DIRECT BURIAL. 0745 Herdnon IbKt. T-.. R. 338M CLW2067-01M 813..81l2.838IV888MU824 FAX: 113.8&4.5990 _'__H c.dIcIliIoIAutIIxtl.IIanNo.:3512 ALAN M. SCHWAB, P.E. -~ ..............OII.~~.......... l;ce....se Number 61313 RECORD DRAWINGS ,,1 ............... f @ -,- DRAWN BY OESICNf09y CH[CI([DB'Y CONtRACT NO /~~""- CITY OF CLEARWATER, FLORIDA I!iEFOIII:E"OJ BAYFRONT UPLAND IMPROVEMEN TS Yl RO CR ! DRA.lINBl !><CA.,.....'E ,""-, SURVEYED BY Eloo.; NO ..,..., Sl.IRvE'rEDBY .-- l-- ,'()~ d, ..)... ~ t ~ -'-=- }J CALL LOCAL AJBL Ie AS ClW2067.01M Il1!!vIZ!u.Eoey ENGINEERING UTILITY NOTIFICATION NOTED ",n ,,,- OS/19/0! owc. NAUf SH((f NO. E 6 CENTER PROJECT e.....INEE!l:' O....TE ~-:~jrElt.5~/ TOllfll!f:l': ELECTRICAL DETAILS AF'PRO'<'fC 6Y HI"'lD'-.01."''lC> APPfKM:OfQR 5llPER',,~NG EI>lGIEER D....TE REVISION .- D....TE -.../".... ,0,1 ...... '1& ~ eB'ORE CONSTRUCTION ALAN M. SCHWAB PE 5vPf.:RVlSINCE!K:INEER "'''