PERMIT SEARCH PORTAL
Details

Identification

Permit Number
BLD202218027
Type
Commercial - Commercial
Added On
04-21-2023 05:27 PM
Declared Value
$100,000.00


Status (Closed)

Expires On
06-11-2025
Issued On
08-30-2023
Final On
Certified On


Description of Work

SITE DEVELOPMENT FOR A NEW 7-ELEVEN STORE AND GAS SALES AND ALL ACCOMPANYING INFRASTRUCTURE---NOC REQ***NONRESIDENTIAL*** FLOOD ZONE AE/X, PRIMARY STRUCTURE & CAR WASH AND TANK & GAS PUMPS LOCATED BOTH FLOOD ZONES, ELEVATION VERIFICATION NOT REQUIRED



Site Information

Primary Address
3045 W NORVELL BRYANT HWY LECANTO, FL 34461
Other Linked
1818210040000000040 BEVERLY HILLS CROSSING
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Contacts

Contacts

Other APPLICANT

Licensed Contact Primary BOHLER ENGINEERING 600 N WEST SHORE BLVD, SUITE 950 TAMPA, FL 33609

Property Owner 2022 LECANTO LECANTO LLC 151 SAWGRASS CORNERS DR SUITE 202 PONTE VERDA BEACH, FL 32082



Related

Building Permits

Child BLD202324310 Commercial 10-09-2023 Co Issued

Child BLD202324191 Commercial 10-05-2023 Co Issued

Other 202218027 Nonresidential Construction 12-23-2022 Open



Progress

Reviews
12-27-2022Addressing Review Approved
address of 3045 W Norvell Bryant Hwy Lecanto Fl 34461 assigned to 7-11 store
12-27-2022Utility Review Conditional Approved
CITRUS COUNTY UTILITIES HAS NO OBJECTION AND RECOMMENDS CONDITIONAL APPROVAL OF THIS SITE PERMIT APPLICATION WITH THE FOLLOWING COMMENTS/CONDITIONS: GENERAL 1.Please provide the following notes on the plans: a.Contractor shall provide a color coded (blue for water and green for sewer) cut mark in the curb or roadway adjacent to the new taps and valves (V), water meters (W), etc.) to facilitate future location by County personnel. b.Final adjustment of Valve Boxes and all other Appurtenances is at the contractor¿s expense; c.All utility taps and inspections must be witnessed by CCUD and must be scheduled 48 hours in advance by appointment (Tuesday-Thursday). Please call 352-527-7650 and press 4 to schedule PROJECT MUST CONNECT TO CITRUS COUNTY'S CENTRAL WATER AND/OR SEWER SYSTEMS AS SHOWN ON THE SITE PLANS. ALL TAPS TO WATER/SEWER LINES & INSPECTIONS MUST BE WITNESSED BY CCUD & MUST BE SCHEDULED 48 HOURS IN ADVANCE BY APPOINTMENT (MONDAY-THURSDAY). PLEASE CALL (352) 527-7650 AND PRESS 4 TO SCHEDULE. PERMITTEE/OWNER MUST SUPPLY AND INSTALL A PRESSURE REGULATOR. PERMITTEE/OWNER MUST SUPPLY, INSTALL, TEST & CERTIFY THE REQUIRED RPZ TYPE BACK FLOW. SUBMIT A COPY OF THE CERTIFICATION TO CCU PRIOR TO RELEASING THE C.O. ON THIS PROJECT. OWNER OR LICENSED PLUMBER MUST PROVIDE CCU A COPY OF ANNUAL RPZ TEST & INSPECTION RESULTS. IF A GREASE TRAP/FILTER IS REQUIRED, CONTACT CCU TO SCHEDULE AN INSPECTION. FINAL INSPECTIONS MUST BE WITNESSED BY CCUD AND MUST BE SCHEDULED 48 HOURS IN ADVANCE BY APPOINTMENT (MONDAY ¿ THURSDAY). PLEASE CALL (352) 527-7650 AND PRESS 4 TO SCHEDULE. FOLLOWING FINAL INSPECTIONS AND COMPLETION OF WORK, PROJECT ENGINEER SHALL SUBMIT A CERTIFICATION OF PROJECT COMPLETION TO INCLUDE A STATEMENT OF CERTIFICATION THAT ALL CONSTRUCTION IS COMPLETE IN ACCORDANCE WITH MINIMIUM STANDARDS AND THE PLANS AND SPECIFICATIONS. PROVIDE AS-BUILT RECORD DRAWINGS TO CCU, INCLUDING TWO SETS OF 24¿ X 36¿ BLUELINE DRAWINGS AND ONE SET OF HALF-SIZE PLANS, SIGNED AND SEALED BY PROJECT ENGINEER. FURNISH ONE DIGITAL COPY IN AUTO CAD IN R14 (OR HIGHER) FORMAT. APPROPRIATE UTILITY CONNECTION FEES ARE BASED ON THE METER SIZE AND ARE DUE AT THE TIME OF THE BUILDING PERMIT ISSUANCE. PRIOR TO INSTALLING AN UNLOCKED WATER METER, APPLICATION FOR WATER AND/OR SEWER SERVICE MUST BE RECEIVED BY CCU. PLEASE CALL 352-527-7650 TO OBTAIN THE APPLICATION. https://www.citrusbocc.com/departments/water_resources/utility_business_services/forms.php#outer-81sub-155 or Amy.Emminger@citrusbocc.com, Debra.Burns@citrusbocc.com, or Karen.poulin@citrusbocc.com
12-27-2022Plans Examiner Review Approved

12-27-2022Engineering Review Request for Information

Additional Information

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
The proposed parcel do not currently exist and would need to be created thru the plating process. Approval cannot be granted till parcels are created. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
The driveways along the internal access drives would need to meet a 125-foot separation from other driveways. (Section 7140 Table 7-1) If the applicant can demonstrate that traffic safety will not be unduly impaired, the Director of Public Works may approve a reduced connection spacing up to a maximum of 20 percent of the required spacing. Revise the plans to meet the required spacing or submit a request for reduced connection spacing with appropriate justification. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
In accordance with condition number 12 of Ordinance 2022-A35, each parcel will be required to have a sidewalk connecting from their parking lot to the sidewalk in the County right-of-way. Revise and resubmit. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247
In accordance with Section 6310.A.7, provide calculations demonstrating that the conveyance systems (inlet and pipe) are designed for a minimum 10yr/24hr storm event unless reasoning for an alternative criteria is provided, and is acceptable to the County. Design parameters including time of concentration, tailwater, Manning's Coefficient and inlet capacity calculations are required. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
The Infrastructure permit number 202205044 shows 2.88 acres of impervious in the ISR table, the table on C-101 of this set of plans shows 2.2 acres, please clarify which is correct. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
In order to demonstrate compliance with PUD-22-01, please update the table to include the total area of impervious for the subject parcel and the cumulative table for all of the parcels draining to the retention pond permitted by SWFWMD. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
Sheet C-302, Revise vehicle movement plan to include complete route entering and exiting county roads. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
Sheet C 301, Note states a special emphasis crosswalk but the detail shows standard, which one will be installed? Please review and revise. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247 03-16-2023
SWFWMD minor modification letter states an incorrect master development plan name. Please review and revise. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-30-2022ENG MISCELLANEOUS CALL 5247
007030-Additional comments may be made after re-submittal. (Bill Laflamme, Engineer I, Engineering Division, 352-527-5443)

12-27-2022Fire Review Waived
Hydrant required within 400' of the closest point of the building - NFPA 1:18.5.3
12-27-2022Site Review Request for Information

Additional Information

01-11-2023SITE MISCELLANEOUS 03-22-2023
Cannot approve permit until plat is submitted and approved. (Joe Hochadel, 352-527-7687)

01-11-2023ISR CALCULATIONS NOT PROVIDED 03-22-2023
Per Condition 3 of Ordinance 2022-A35, a cumulative ISR of the entire PUD development, excluding any r-o-w dedication, is required. (Joe Hochadel, 352-527-7687)

01-11-2023LANDSCAPE PLAN REQUIRED 03-22-2023
Please provide a landscape plan showing compliance with landscape requirements in Section 3745 and Ordinance 2022-A35. (Joe Hochadel, 352-527-7687)

01-11-2023SITE MISCELLANEOUS 03-22-2023
Per Condition 5 of Ordinance 2022-A35, signage is not allowed in the buffer areas unless approved by staff. Please provide a rendering with landscaping that meets the intent of the LDC if proposing signage in buffer. (Joe Hochadel, 352-527-7687)

01-11-2023VISIBLITY TRIANGLE 03-22-2023
Please show clear visibility triangles per Section 7180. Dumpster enclosure appears to be within a clear visibility triangle. (Joe Hochadel, 352-527-7687)

01-11-2023SETBACK-FRONT NOT MET 03-22-2023
Please provide setbacks from the right-of-way to the closest point of the proposed structures showing compliance with Sections 2300 and 3220. (Joe Hochadel, 352-527-7687)

01-11-2023LOADING ZONE 03-22-2023
Per Section 7290, loading zone shall be striped and marked. (Joe Hochadel, 352-527-7687)

01-11-2023SMALL NRS DESIGN STD -SEC.3745 03-22-2023
Per 3745, pedestrian connectivity through VUA shall be scored concrete, pavers, or bricks and connection to a public sidewalk where there is a customer entrance is required. Pedestrian amenity areas are also required. (Joe Hochadel, 352-527-7687)

01-11-2023SMALL NRS DESIGN STD -SEC.3745 03-22-2023
Please provide a photometric plan showing compliance with lighting standards in Section 3745. (Joe Hochadel, 352-527-7687)

01-11-2023SITE MISCELLANEOUS 03-22-2023
Per Condition 4 of Ordinance 2022-A35, a 25' wide Type C landscape buffer is required on the east and south property lines. Civil plan indicates 12' wide Type C and 5' wide Type A. No landscape plan provided. (Joe Hochadel, 352-527-7687)

12-27-2022Flood Review Approved
FLOOD ZONE AE/X, PRIMARY STRUCTURE & CAR WASH LOCATED FLOOD ZONE X, TANK & GAS PUMPS LOCATED BOTH FLOOD ZONES, ELEVATION VERIFICATION NOT REQUIRED
03-08-2023Plans Examiner Review Approved

03-08-2023Engineering Review Request for Information

Additional Information

03-16-2023ENG MISCELLANEOUS CALL 5247
Storm Tabs and Interceptor calcs submitted were not signed and sealed, resubmit signed and sealed copies for approval.FDOT zone is 5, not 6.

03-08-2023Fire Review Waived
Hydrant required within 400' of the closetst point of the building. Not shown on plans.Not addressed from last review
03-08-2023Site Review Request for Information

Additional Information

03-22-2023SITE MISCELLANEOUS 04-18-2023
Cannot approve permit until plat is submitted and approved. (Joe Hochadel, 352-527-7687)

03-22-2023VISIBLITY TRIANGLE 04-18-2023
Please show all clear visibility triangles per Section 7180. The clear vis triangle near the Dumpster enclosure appears to be placed incorrectly. The enclosure is within a clear visibility triangle and will block visibility for right in turns. (Joe Hochadel, 352-527-7687)

03-22-2023SETBACK-FRONT NOT MET 04-18-2023
Setbacks provided are not to the closest points of the structures. Please provide setbacks from the right-of-way to the closest point of the proposed structures showing compliance with Sections 2300 and 3220. (Joe Hochadel, 352-527-7687)

03-22-2023SMALL NRS DESIGN STD -SEC.3745 04-18-2023
Per 3745, pedestrian amenity areas consisting of shaded seating areas are required. (Joe Hochadel, 352-527-7687)

03-22-2023SMALL NRS DESIGN STD -SEC.3745 04-18-2023
A photometric plan was not submitted as indicated. Please provide a photometric plan showing compliance with lighting standards in Section 3745. (Joe Hochadel, 352-527-7687)

04-10-2023Plans Examiner Review Approved

04-10-2023Engineering Review Conditional Approved

04-10-2023Fire Review Approved

04-10-2023Site Review Conditional Approved
Conditions of approval: 1. Dumpster enclosure must meet requirements in Section 3745. 2. Facade requirements will be reviewed at time of building permit and must meet requirements in Section 3745 for all elevations. 3. Platting of outparcel(s) must be completed prior to C.O. of building
Additional Information

04-18-2023SITE MISCELLANEOUS
Cannot approve permit until plat is submitted and approved. (Joe Hochadel, 352-527-7687)

04-10-2023Utility Review Approved

Review Consolidation Approved

Pre Permit Issuance Review Add Fees

Pre Permit Issuance Review Approved

NOC Review Approved


Conditions

Inspections
Firewall Inspection Non-Res (#1) Closed