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Permit #2017070254

Permit Details

Status: FINAL

Parcel Id: 07-11-31-7034-00020-0040
Block: 00020
Subdivision: 2165 - SECTION 34-EASTHAMPTON
Job Phone: 386-566-6533
Location Address: 88 EMERSON DR
Type: DR - DRIVEWAY
Issue Date: 11/21/2017
NOC: Unknown
Applicant name: MARCOS SANTOS
Owner: WILTFONG, KRISTOPHER L & MEGAN L

Address

88 EMERSON DRIVE

PALM COAST, FL 32164

Lot: 0040
Contracted Stated Job Value: ¤2,250.00
Job Description: CIRCULAR DRIVEWAY
Type: CN

Contractor

MARCOS CONCRETE DESIGN, INC
Status Location Address Phone
INACTIVE

5948 BROKEN BOW LANE

PORT ORANGE, FL 32127

386-566-6533

Inspection History

Type Request Date Result Inspector
U -UTILITY RESIDENTIAL FINAL 05/10/2018 FINAL APPROVED MBACON
ROW - FINAL INSPECTION 05/09/2018 FINAL APPROVED KHOWELL
Note: THIS IS A REINSPECTION
ROW - FINAL APRON (AFTER POUR) 05/09/2018 APPROVED KHOWELL
Note: THIS IS A REINSPECTION
ROW - FINAL APRON (AFTER POUR) 05/08/2018 CANCELLED BY APPLICANT KHOWELL
Note: THIS IS A REINSPECTION MARCOS CALLED AND CANCELLED
ROW - FINAL INSPECTION 05/08/2018 CANCELLED BY APPLICANT KHOWELL
Note: THIS IS A REINSPECTION MARCOS CALLED AND CANCELLED
ROW - FINAL INSPECTION 04/19/2018 Disapproved - NO FEE KHOWELL
Note: SEE NOTES IN THE APRON AFTER POUR, SITE PLAN DOES NOT MATCH WHAT WAS DONE
ROW - FINAL APRON (AFTER POUR) 04/19/2018 Disapproved -FEE REQUIRED KHOWELL
Note: REMOVE CONCRETE OVER POUR PAST THE END OF THE MITERS IN THE SWALE. CONCRETE INTO THE ROADWAY, HAS TO HAVE A ASPHALT HOT PATCH
ROW- PRE-APRON (PRE-POUR) 12/11/2017 APPROVED RGROSS
Note: READY TO POUR

Review History

Department Status Date In Date Out
ZON COMPLETE 08/24/2017 08/24/2017
Note: Released By: TAWILLIAMS
ENGIN1 COMPLETE 07/10/2017 07/18/2017
Note: Released By: TBAKER
SW1 COMPLETE 07/10/2017 07/11/2017
Note: Released By: JHINDMAN
UD1 COMPLETE 07/10/2017 07/13/2017
Note: Released By: MBACON All new Concrete work including Driveway Pavers must maintain at least a 4.5 feet clear zone from all Water / Reuse Meter Pits or Pep Tank lids and 9 feet behind the pep tank lids. All sewer cleanouts or valves located within the concrete area must be raised flush with the grade and sewer cleanouts must have a flush brass cap. The NFPA clear zone for a hydrant is 3 feet from both sides and 3 feet behind the hydrant. Front of hydrant shall remain completely clear.
ZON HOLD 07/10/2017 07/11/2017
Note: Held By: TAWILLIAMS Please show the right setback to the property line. Need to show a minimum of 5' setback from property line to the arch.

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
REINSPECTION FEE ¤40.00 05/07/2018
SITE PLAN 20 ¤20.00 11/21/2017
SURCHARGE - FS 468.631 ¤2.00 11/21/2017
STORM WATER PERMIT FEES ¤40.00 11/21/2017
ADMIN FEE ¤20.00 11/21/2017
Fees Total Due: ¤0.00 Total Paid: ¤122.00