EXHIBIT A FEE SCHEDULE

Transcription

1 EXHIBIT A FEE SCHEDULE PERMIT FEE WORKSHEET INSTRUCTIONS: Each application for a new permit or change in status shall be accompanied by the appropriate fee as indicated below. NO PERMIT APPLICATION WILL BE PROCESSED BY THE ENGINEERING DEPARTMENT THAT IS NOT ACCOMPANIED BY THE APPROPRIATE FEE. Refunds: Fee s submitted in excess of the required fee or fee s submitted when not required shall be refunded within 30 days upon written request. No refunds shall be granted for fee s paid if the application is withdrawn, denied or if separate applications to other agencies are denied. FACTOR X FEE S TOTAL CODE CONSTRUCTION PLANS REVIEW ENCPR RESIDENTIAL ACRES X 100 ( ) COMMERCIAL SQ FT/5000 X 400 MULTIFAMILY D.U. X 100 ( ) INDUSTRIAL (MINOR) (MAJOR ) SITE INSPECTION 10 ACRES >10 ACRES MAX 3500 MAX 5000 MAX ENCPR ENCPR ENCPR ENCPR RESIDENTIAL LOTS X 100 ( ) ENSIF COMMERCIAL 500 ENSIF MULTIFAMILY 500 ENSIF INDUSTRIAL 500 ENSIF PLAT REVIEW PRELIMINARY PLAT 125 ENPR FINAL PLAT 250 ENPR OTHER FEES RIGHT OF WAY VACATION 250 ENRWV DETERMINATION LETTER 100 ENDL TRAFFIC STUDY ENTS (MAJOR) (MINOR) >1600 ADT 1600 ADT SUBSTANTIAL PERMIT MODIFICATION.9 X FEE ENSPM EXPEDITED REVIEW 2 X FEE ENER CONSTRUCTION RESUBMITTAL.3 X FEE ENCR SURFACE WATER MANAGEMENT ENSWM (MAJOR) (MINOR) >10 ACRES 10 ACRES UTILITY 1000 ENU UTILITY LOCATE ENUL LEVEL B (FIELD LOCATE) LEVEL D (ADMINISTRATIVE, FIRST HOUR FREE) HR HR X X ( ) +10 RIGHT OF WAY USE ROADWAY CROSSING ENRWU OPEN CUT LF X 10 ( ) TRENCHLESS 150 NO ROADWAY CROSSING ENRWU OPEN TRENCH TRENCHLESS DRIVEWAY ENRWU RESIDENTIAL NON-RESIDENTIAL EA EA X X LANE CLOSURE LN X 100 ENRWU INSPECTION 1 ST REINSPECTION 2 ND REINSPECTION 3 RD REINSPECTION ADDITIONAL REINSPECTION ENRWU RIGHT OF WAY USE BOND RESIDENTIAL DEVELOPMENT BOND TOTAL FEE TOTAL BOND

2 EXHIBIT B TRAFFIC SIGNAGE AND MARKINGS WORKSHEET City of Plant City, Traffic Engineering Division Mail, Fax, or the completed form to: Signs Submittal Form City of Plant City, Traffic Engineering Division Project Name: 1308 W. Spencer St Submitted By: Plant City, FL Fax:(813) Address: drainard@plantcitygov.com City: State: Zip: Phone: ( ) - Instructions: Do not Reduce The Size of This Form This form is not required for private streets. If combination City and private list only items on the City portion. When faxing the form, it must be legible. Fill out all sections of the form. List all proposed signs and pavement markings called for in the plans. The manufacturer must be identified for all items or the form will be rejected. Posts shall be a type used by the City of Plant City or it will be rejected. Markings shall be thermoplastic per City of Plant City specifications. When ing the form (Save as The Project Name). All signs and markings shall meet the MUTCD standards and/or the F.D.O.T. Design Standards. D1-C1 Street name signs shall be a 9 blank with 6 letters in upper and lower case with the C_SAE font. Street name signs shall be back to back. Signs shall have holes 1 on center with holes to hold a 3/8 drive rivet and holes on ends to hold pop rivets to hold signs together. All signs shall have a total corner radius of 1 ½. Signs shall be 7 in height at the edge of travel lane. Item# Quantity Or Linear Ft Description Manufacturer F.D.O.T. Certified Yes/ No/ N/A Approved Yes/No Unit Cost Total Cost Total Cost:

3 EXHIBIT C SANITARY SEWER COST WORKSHEET Project Name Application No. Gravity Main Material Diameter Unit Quantity Cost/Unit Unit Cost(2) Total Manholes Force Mains(1) Lift Station Complete COST TOTAL (1) To include all valves, fittings and air release valves. (2) Unit cost shall include all material and labor as installed. (3) Total cost is equal to unit cost(2) multiplied by the quantity.

4 EXHIBIT D RECLAIMED WATER COST WORKSHEET Project Name Application No. Quantity(1) Material Diameter Unit Quantity Cost/Unit Unit Cost(2) Total Backflow Assembly Quantity Make/Type Cost/Unit Unit Cost (2) Total TOTAL COST (1) To include all main materials, valves, fittings, etc. up to either the corp stop/meter (for domestic/irrigation service or backflow device). (2) Unit cost shall include all material and labor as installed. (3) Total cost is equal to unit cost(2) multiplied by the quantity.

5 EXHIBIT E WATER DISTRIBUTION COST WORKSHEET Project Name Application No. Quantity(1) Material Diameter Unit Quantity Cost/Unit Unit Cost(2) Total Backflow Assembly Quantity Make/Type Cost/Unit Unit Cost (2) Total TOTAL COST (1) To include all main materials, valves, fittings, etc. up to either the corp stop/meter (for domestic/irrigation service or backflow device). (2) Unit cost shall include all material and labor as installed. (3) Total cost is equal to unit cost(2) multiplied by the quantity.

6 EXHIBIT F PAVING AND ROADWAY COST WORKSHEET Project Name Application No. Name Roadway(1) Type (2) Right of Way Width Unit LF Length Unit Total Cost(4) (1) Indicate if new roadway or resurfacing. (2) Residential, Arterial, or Collector (3) Unit cost shall include all material and labor as installed. (4) Total cost is equal to unit cost(3) multiplied by the quantity. TOTAL COST

7 EXHIBIT G CITY OF PLANT CITY AS-BUILT/RECORD DRAWING REQUIREMENTS Note: All minimum required data must be present on submitted As-Built prior to any project receiving a final acceptance, issuance of Certificate of Occupancy or return of performance bond. MINIMUM REQUIRED DATA A. GENERAL 1. As-built drawings must be prepared and certified by either a Florida registered land surveyor or a Florida registered professional engineer. 2. As-built drawings shall be drawn to scale on 36 x 24 sheets. Rights of way, easements, and lot lines shall be accurately shown. Lot and block numbers and street names shall be included. 3. Each sheet must be labeled as AS-BUILT in one inch bold letters. 4. The name and address of the Florida registered professional engineer or Florida registered land surveyor responsible for preparing the as-built shall be included on each sheet along with an their original signature and embossed seal. 5. A north arrow with scale must be included. 6. Approved paving and drainage plans may be used for the as-built drawings when all construction is in substantial compliance with the approved plans. Cross through all changes in design elevations and indicate as-built conditions. If substantial deviations have been made new as-built drawings will be required. 7. A certification by the surveyor/engineer accepting responsibility of accuracy of information supplied on the as-built drawings and a statement that all sewer and water mains are within easements and/or public right of ways. 8. Once approved, two sets of Approved As-Built plans in PDF and AutoCAD 2009 or newer version CD/DVD(s), three (3) signed, sealed and dated blue line prints, and one Mylar plan set are required. 9. As-Built drawings must include typical detail or approved custom detail of installed structures and/or improvements. 10. All As-Built drawings must include cover sheet with project name, table of contents, general as well as close-in site location, and date of revision. B. CONTROLS 1. Within easements: bearing and distance of utility as referenced to property corners. Bearing to be based on plat data when within a platted subdivision. 2. Within road right of way: stationing with offsets right and left. Stationing to begin at a prominent, easily described and identified point. Stationing to be based on plat data when within a platted subdivision. 3. Vertical control shall be established by a benchmark set to NGV datum of 1929 and NAVD Horizontal control shall be established to the State Plane Coordinate System Florida West FIPS 0902(Feet) NAD1983(CORS). 5. Projection: Transverse Mercator; Spheroid: GRS 1980; Units: US Feet; Datum: NAD1983(CORS); Prime Meridian: Greenwich; Angular Unit: Degree. C. WATER DISTRIBUTION SYSTEMS 1. Location including depth of mains from property or easement lines and alignment distance form centerline of road at 300 +/- intervals. 2. The distance from hydrant to hydrant valve must be shown. 3. A minimum of 2 ties to all valves, service laterals, fittings, backflow preventers and fire hydrants from permanent points (manholes or property corners) shall be shown. An acceptable station and offset system may also be used. 4. Separation between reuse lines, force mains, gravity or storm sewers and water mains if they exist within 10 feet of water mains. 5. Water main material, lengths, and distance of mains from buildings or structures with 20 feet of the water main. 6. Pertinent easement information, including width of easement, legal description, show Official Record Book and page number, and distance from watermain to sides of easement.

8 D. SEWAGE COLLECTION SYSTEMS 1. Manhole tops and invert elevations are to be designated to the nearest 0.01 feet and referenced to a known benchmark. 2. Manholes are to be designated by stationing from a known, and easily located starting point. Sewer lengths, materials and slopes must be included. 3. Horizontal and vertical location of lift stations/wetwells with inverts of all connections, piping and pump descriptions indicating size and type of pumps installed. 4. Summary of type of lift station, depth, and size of pumps. 5. Separation between reuse lines, force mains, gravity or storm sewers and water mains if they exist within 10 feet of water mains. 6. Sewer laterals are to be located with respect to lot corners. 7. Location of force mains and gravity mains from property or easement lines and alignment distance from centerline of road at 300+/- ft intervals. 8. Type of sewer main material and distance of mains from buildings or structures within 20 feet of the sewer main. 9. Distance from manhole to manhole and distance from downstream manhole to each sewer lateral/main wye. Finished invert and manhole rim elevations in addition to sewer lateral terminating end elevations. 10. Pertinent easement information, showing Official Record Book and page number. E. STORM DRAINAGE SYSTEMS 1. Storm inlets are to be designated by stationing from a known, and easily located, starting point. Right and left offsets will be used. 2. Pipe size, length, and materials shall be shown. 3. Pertinent easement information, including width of easement, legal description, showing Official Record Book and page number, and distance from storm drain pipe to side of easement. 4. Storm inlet tops and inverts are to be designated to the nearest 0.01 feet and referenced to a known benchmark. 5. Location and elevations (including invert elevations) of drainage structures, pipes, ditches, swales and canals along with any other conveyance of stormwater must be indicated. 6. Top of bank and bottom elevations for swales, canals and ponds shall be shown at changes of direction and 50 feet intervals. 7. Weirs and orifice elevations along with as-built dimensions for length, width, and diameter must be included. 8. Type of inlet and grate used. F. ROADWAYS 1. Roadway centerline elevations and gutter flow line elevations shall be shown at intervals of 100 feet and at changes in vertical and horizontal alignment, PVC and PVT, low points and high points, curb returns and centerline intersections. 2. Roadway elevations are to be designated to the nearest 0.01 feet and referenced to a known benchmark. 3. Street names must be shown. G. REUSE 1. Reuse networks shall comply with similar requirements as specified for water distribution and sanitary sewer systems. H. IMPROVEMENTS 1. The location of all on and offsite improvements including paving, driveways, buildings, walkways, shall be included. 2. Sufficient elevations and dimensional data must be shown to confirm that the proposed improvements were constructed according to approved plans, including finished floor elevation

9 EXHIBIT H ENGINEER OF RECORD CERTIFICATION OF COMPLETION OF CONSTRUCTION I,, hereby certify that I am associated with the firm of, which has been retained by. I certify that construction of has been completed in substantial compliance with the approved plans that are on file with the City of Plant City. These determinations have been based upon onsite inspection by me or by my designee under my direct supervision and my review of the as built drawings accompanying this certification. Confirm the following approvals: Yes No N/A HCEPC Wastewater Acceptance Letter HC Dept. of Health Potable Water Acceptance Letter SWFWMD As-Built Notification Name (Please Print) Company Name Phone Company Address City, State, Zip Code Signed and sealed this day of, 20. Signature Florida Professional Engineer No. Affix Seal