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08-23-2005 - McCartney WarehouseSP 0511 — McCartney Warehouse Technical Review Committee Minutes August 23, 2005 IN ATTENDANCE: Darren Lear, Development Service Director Jill Danigel, Fire Marshal Terry Wadsworth, Environmental Service Director Danny McCartney Hugh Harling, P.E. Pat Drosten, Planning Tech Planning Department All sections referenced are from the May 2003 edition of the City of Edgewater, Land Development Code. General 1. Indicate adequate stormwater compensating storage for construction within the 100 -year flood plain. Will provide calculations 2. Applicant should be award that widening of Park Avenue is proposed in Volusia County's Five -Year Road work program. Widening wont affect site 3. Remove "seeded and mulched" from item 24 on sheet 2. Will revise 4. Shift the location of the building approximately five feet (5') to the south to move the structure from being built directly on the property line. (See Building Department, Note #2). The building was shortened by five feet (S 5. Provide an environmental assessment pertaining to presence of threatened, endangered species, etc. Will provide (Morgan Environmental) 6. Indicate the height of the building. Will revise (24 ) 7. Wheelstops are not permitted per Section 21 -54.03 (b). Will revise — will raise sidewalk. 8. The dumpster must be screened from view in accordance with Section 21- 34.08. Will show detail 9. An outfall easement is required from Florida East Coast Railroad (FEC) to gain access to the canal to the north of the property. Outfall has been redirected to the City canal to the east. Will show on revision. 10. Section 21 -52.02 (c) requires no driveway be located closer than 330 feet to the intersection of Mango Tree Drive. Indicate the distance to Mango Tree Drive. Will show on revision. 11. Section 21 -21 -52.02 (g) requires "to the extent possible, driveway access to nonresidential land uses shall line up with driveways across the street ". Indicate the location of driveways on the south side of Park Avenue. Will show on revision. SP 0511 — McCartney Warehouse Technical Review Committee Minutes August 23, 2005 12. Section 21 -52 -05 (g) requires a right turn lane /deceleration lane shall be provided when the posted speed limit equals or exceeds 35 miles per hour. Will show on revision. 13. Provide copies of the following permits: a. SJRWMD b. Volusia County (access and drainage, if applicable) Will provide. Landscaping 1. Provide landscape plans (four sets) for review. Will provide. Building Department 1. Construction drawings accepted after October 1, 2005 shall comply with the 2004 Florida Building Codes for 120 MPH wind speed within the impact debris region. Architect will address this issue. 2. Plans indicate rear wall directly on the property line. Table 600 of the Florida Building Code requires a three -hour firewall with no openings. This may conflict with the egress code for a rear exit. Floor plans were not submitted for review. Architect will address this issue. 3. Tenant separations will be required depending on the type of use in each unit. Architect will address this issue. The plan is to have shell that will be finished per the use requirements. Fire - Rescue Department 1. The required fire flow for this project is 1750 gallons per minute. OK 2. Hydrant should be color coded and marked in accordance with City specifications. OK Citv engineer (David King — Ouentin L. Hampton, Associates, Inc. Resource Protection (Article IV) 1. The City has completed and published a flood plain study with showed a 100 -year flood elevation of 7.6. Per Section 21 -42.05 (c), encroachments into the flood plain should not result in increased flood levels. The applicant should certify this or provide compensating volume. Will provide calculations. Site Design Criteria/Utilities (Article V) 1. A FDEP permit and Volusia County Use permit will be required for the sewer service. Will provide for access. 2. A fire line is referred to on the plans. Please clarify. Will clarify. 3. Water service should be connected with a 2" tapping service saddle to existing 8" main. Will revise. SP 0511— McCartney Warehouse Technical Review Committee Minutes August 23, 2005 Vehicle /pedestrian circulation 1. Volusia County Use permit is required for the driveway connection. OK 2. Sidewalk construction as required due to driveway and grade changes should be shown. Will provide detail Stormwater Mana eg ment 1. A SJRWMD permit is required. OK 2. A connection to the ditch is required to be permitted with FEC. Applicant may want to consider connection to the ditch on east side of property (City maintained). N/A 3. A copy of the soil boring report should be provided. OK 4. A grading plan should be supplemented with information showing proposed grades connecting to onsite /offsite existing grades. Will provide shots and cross section details Parkin loading 1. The easternmost and westernmost parking spaces are required to have fifteen foot (15') maneuvering depth per Section 21- 57.02. OK 2. One loading berth is required per Section 21- 57.05. Darren will look into options for this requirement. Legal Department 1. Compliance with all City, County, State and Federal requirements, including the City of Edgewater's Code of Ordinances and Land Development Code is required. OK Department of Environmental Services Water 1. Irrigation with potable water is subject to separate water impact fee calculation based on potential volumetric use. The current rate for water use from 12,000 gallons and up is $5.12 per thousand gallons and the cost increases annually. If potable water is chosen for irrigation, a backflow after the tee for the irrigation system will be required. The plans call for two backflows, only one is shown in the detail. Will revise on Sheet 7. 2. All costs associated with the installation of the fire hydrant shall be borne by the site developer. Noted. SP 0511— McCartney Warehouse Technical Review Committee Minutes August 23, 2005 3. In the City's standard meter configuration, the reduced pressure backflow prevention device is located on the down - stream side of the water meter. Will revise on Sheet 7. Sewer 1. The 1 1 /4 " force main should be directionally drilled under Park Avenue using HDPE piping or as required by Volusia County, the right of way permitting authority for this work. This work is the responsibility of the site developer. Will revise on Sheet 7. 2. The on -site lift station will remain in private ownership and be operated and maintained by the site owner. Noted. Other 1. A Florida Department of Environmental Protection NPDES permit will be required for this project. Will provide. 2. Since Park Avenue is a County road, this project will require a County Use Permit and the County will be the governing authority for all construction in the right of way of Park Avenue. Will provide. 3. Outfall structure (D -10) shows an invert elevation of 4.0. The area of the canal this structure is draining to shows an elevation of 6.0 -7.0. This canal is subject to high tides, high flows during sudden downpours and has the ability to go either east or west depending on conditions. Alternatives need to be addressed, possibly moving the outfall piping to the west where the elevations can support a 4.0 invert. Changed and noted. 4. There needs to be a check valve on the force main line before connecting into the City's force main. Will revise on Sheet 7. 5. It is recommended that the engineer contact Rick Fernandez of Quentin Hampton and Associates about potential pressures in the force main once the Western Reserve Area is online. This will assure the proper pumps are being installed to accommodate those pressures at a later date. Will contact Rick.