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1021 Atlantic Blvd CIV20-0004 site work for Baptist health office permitOWNER:ADDRESS:CITY:STATE:ZIP: EQUITY ONE ATLANTIC VILLAGE INC 1600 NE MIAMI GARDENS DR NORTH MIAMI BEACH FL 33179 COMPANY:ADDRESS:CITY:STATE:ZIP: MIRANDA CONTRACTING 8442 W. Beaver St.JACKSONVILLE FL 32220 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 177602 0040 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1021 ATLANTIC BLVD 953- 975 CIVIL AND SITE COMMERCIAL CIVIL AND SITE new pavement, landscape islands, underground utility work $330000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 3Issued Date: PERMIT NUMBER CIV20-0004 ISSUED: EXPIRES: CIVIL AND SITE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $1170.00 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 6 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878. 7 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 8 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 9 PUBLIC UTILITIES RPZ BACKFLOW INFORMATIONAL Notes: A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. 10 PUBLIC UTILITIES FIRE LINE METER INFORMATIONAL Notes: Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2 must be installed in a vault as noted in JEA specifications. 11 PUBLIC UTILITIES ADDITIONAL COMMENTS PUBLIC UTILITIES INFORMATIONAL Notes: All water & sewer utility connections must be inspected prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to do so will result in future failed inspections and additional fees. 2 of 3Issued Date: PERMIT NUMBER CIV20-0004 ISSUED: EXPIRES: CIVIL AND SITE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $585.00 FIRE DEPARTMENT FEE 45500002080800 0 $150.00 PU REVIEW BUILDING MOD OR ROW 001-0000-329-1007 0 $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $26.33 STATE DCA SURCHARGE 455-0000-208-0600 0 $17.55 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $2,098.88 3 of 3Issued Date: PERMIT NUMBER CIV20-0004 ISSUED: EXPIRES: CIVIL AND SITE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $2,098.88 CIV20-0004 Address: 1021 ATLANTIC BLVD 953-975 APN: 177602 0040 $2,098.88 BUILDING $1,170.00 BUILDING PERMIT 455-0000-322-1000 0 $1,170.00 BUILDING PLAN REVIEW $585.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $585.00 FIRE DEPARTMENT FEE $150.00 FIRE DEPARTMENT FEE 45500002080800 0 $150.00 PUBLIC UTILITIES PLAN REVIEW $25.00 PU REVIEW BUILDING MOD OR ROW 001-0000-329-1007 0 $25.00 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $43.88 STATE DBPR SURCHARGE 455-0000-208-0700 0 $26.33 STATE DCA SURCHARGE 455-0000-208-0600 0 $17.55 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R12430 $2,098.88 Printed: Monday, July 27, 2020 4:29 PM Date Paid: Monday, July 27, 2020 Paid By: MIRANDA CONTRACTING Pay Method: CREDIT CARD 348476361 1 of 1 Cashier: JJ Cash Register Receipt City of Atlantic Beach Receipt Number R12430 REVISED 7-10-20 Equity One (Florida Portfolio), LLC, One Independent Drive, Ste 114, Jacksonville, FL 32202 904-598-7642Miranda Contracting, LLC, 8442 W. Beaver St, Jacksonville, FL 32220904-388-1121CPH, Inc., 5200 Belfort Road, Suite 220, Jacksonville, FL 32256904-332-09991021 Atlantic Boulevard, Atlantic Beach, FL 32233CIV20-0004 REVISION 7-10-20 XXXX385,000 0'8.9 July 9, 2020 City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5800 RE: Permit #CIV20-0004 (1021 Atlantic Blvd.) Response to Comments To Whom It May Concern: On behalf of Regency Centers, we are pleased to submit comment responses and revised plans for your review and approval based on staff comments. Please note our responses are shown in bold typeface. Please feel free to contact us at 904-332-0999 if additional information is needed for your review process. Sincerely, CPH, Inc. Wade P. Olszewski, P.E. 904-332-0999 x4404 wolszewski@cphcorp.com 5200 Belfort Road Suite 220 Jacksonville, FL 32256 Phone: 904.332.0999 Fax: 904.332.0997 CIV20-0004 SUBMITTAL COMPLETENESS – Jennifer Johnston 1. Received via FTP site, permit documents in attachments, will need contractor information prior to permit issuance, recorded NOC required prior to first inspection. RESPONSE: A revised building permit with the contractor information has been uploaded to the FTP site as part of this resubmittal. ZONING REVIEW – Brian Broedell 1. **Note on the Code: The Zoning Code (Chapter 24) on municode is currently out of date. The Zoning Code has been revised but has not been uploaded to municode yet. Please go to http://www.coab.us/495/Land-Development -Regulations and click the link to see the updated code. RESPONSE: Plans have been revised per the current Code. 2. Bicycle Parking: Section 24-161(L) requires 2 bicycle parking spaces plus 1 for every 10 vehicle spaces required. The bicycle spaces must be located within 50 feet of the entrance. See Section 24-161(L) for all requirements regarding bicycle parking. RESPONSE: 25 vehicle parking spaces are required, therefore, a 5 bicycle parking rack has been provided on the plans. It is located less than 50’ from the northern access door . See Sheets C1.3 and C5.1. 3. Landscape Plan: In accordance with Section 24-176(b)(2)(f), please show the total square footage of vehicle use areas (parking, drive aisles, etc.) and total square footage of new landscape area to show that 10% of the total vehicle use area is landscaped (Section 24- 176(c)(1). RESPONSE: Vehicular use area calculations have been added to Sheet LS1.0 4. Minimum Planting Sizes: Section 24-176(i)(2)(b) requires planting sizes to be the same as in our Tree Code, which are: - 4 inch caliper and 12 feet tall for new oak trees - 2 inch caliper and 10 feet tall for all other new trees - 8 foot clear trunk height for new palms (this one has been met) RESPONSE: Minimum plant sizes have been revised. Refer to Sheet LS1.0 5. Atlantic Blvd Landscape Buffer: Section 24-176(d)(1)(a) requires one tree for every 25 linear feet of vehicle use area frontage along Atlantic Blvd. Note that at least half of these trees must be shade trees. Chapter 23 of the code has a list of acceptable shade trees. Section 24-171(g) also requires a row of shrubs 2 feet tall along this landscape buffer. RESPONSE: Buffer tree locations were split due to overhead utilities. Crape Myrtles were added along Atlantic Blvd and the shade trees were added along the access drive into the shopping center. 6. Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with “clouding”. The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked “VOID” but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. RESPONSE: The revised plans have addressed these requirements. BUILDING DEPARTMENT REVIEW – Dan Arlington, CBO – 904-247-5813/darlington@coab.us 1. Application for a building permit must be submitted by a licensed contractor, per F.S 489.113. In this case, a General or Building Contractor, Division I. Please provide a new application, submitted by a licensed Building or General Contractor. RESPONSE: A revised building permit with the contractor information has been uploaded to the FTP site as part of this resubmittal. 2. The new application must be completely filled out by a licensed contractor, including contractor information, insurance and workers’ comp information. RESPONSE: A revised building permit with the contractor information has been uploaded to the FTP site as part of this resubmittal. 3. This site is in an AE-7 Special Flood Hazard Area, with a Freeboard of 2.5’, resulting in a minimum FFE of 9.5’, NAVD. Existing grade elevation is approximately 6’. RESPONSE: Per the floodplain calculations previously provided, the 100 year flood elevation is 6.7 at the project location. The plans have been revised to provide a FFE of 9.2’. 0.17 acre feet of compensating storage is being provided on the shopping center property below the floodplain elevation to offset .09 acre feet of floodplain impacts from the project. See Sheet C1.4. 4. A completed Floodplain Development Permit Application will be required as part of the new CIV20-0004 Application from the licensed contractor. RESPONSE: A completed Floodplain Development Permit Application has been uploaded to the FTP site as part of this resubmittal. PUBLIC WORKS REVIEW 1. See Conditions of Approval that will be printed on Permit. RESPONSE: Acknowledged. PUBLIC UTILITIES REVIEW 1. See Conditions of Approval that will be printed on Permit. RESPONSE: Acknowledged. FIRE REVIEW 1. Hydrant flow test 1500 gpm or better within year time from 6/29/2020 to 6/30/19. RESPONSE: The attached hydrant flow tests were performed on 7/7/20 and show the required flow is met. The three fire hydrants were flowed simultaneously and produced a total flow of 1,760gpm at 20psi. 2. Show on plan hydrant locate on Atlantic Blvd RESPONSE: Sheet C1.5 has been modified to show the locations of the hydrants tested and the distance to the furthest corner of the building. CITY OF ATLANTIC BEACH UTILITIES DEPARTMENT 902 ASSISI LANE JACKSONVILLE, FLORIDA 32233 TELEPHONE: (904) 247-5886 www.coab.us July 9, 2020 Wade Olszewski, PE CPH Corp. 5200 Belfort Road, Suite 220 Jacksonville, Florida 32256 RE: Fire Flow Test for hydrant at Panera Bread at 899 Atlantic Blvd Per your request, the City flow tested the fire hydrant at Panera Bread at 899 Atlantic Blvd, in the City of Atlantic Beach. Tested by: Chris Walker, Distribution/Collection Operations Manager Test Date: 7/7/2020 Test Time: 1:54 PM Port Diameter: 2.5-inch port Static Pressure: 37 PSI Residual Pressure: 14 PSI Test Flow Rate: 550 gpm The following computational results based on the above variables and NFPA section 291, AWWA M-17 are as follows: 7/7/2020 – Estimated flow at 20 psi: 467 gpm Should you need additional information, please call me at (904) 247-5886 or email me at cwalker@coab.us. Sincerely, Chris Walker Chris Walker Distribution Director CIV20-0004 REVISION 7-10-20 CITY OF ATLANTIC BEACH UTILITIES DEPARTMENT 902 ASSISI LANE JACKSONVILLE, FLORIDA 32233 TELEPHONE: (904) 247-5886 www.coab.us July 9, 2020 Wade Olszewski, PE CPH Corp. 5200 Belfort Road, Suite 220 Jacksonville, Florida 32256 RE: Fire Flow Test for hydrant behind LA Fitness at 985 Atlantic Blvd Per your request, the City flow tested the fire hydrant behind the LA Fitness at 985 Atlantic Blvd, in the City of Atlantic Beach. Tested by: Chris Walker, Distribution/Collection Operations Manager Test Date: 7/7/2020 Test Time: 2:00 PM Port Diameter: 2.5-inch port Static Pressure: 38 PSI Residual Pressure: 20 PSI Test Flow Rate: 710 gpm The following computational results based on the above variables and NFPA section 291, AWWA M-17 are as follows: 7/7/2020 – Estimated flow at 20 psi: 710 gpm Should you need additional information, please call me at (904) 247-5886 or email me at cwalker@coab.us. Sincerely, Chris Walker Chris Walker Distribution Director CIV20-0004 REVISION 7-10-20 CITY OF ATLANTIC BEACH UTILITIES DEPARTMENT 902 ASSISI LANE JACKSONVILLE, FLORIDA 32233 TELEPHONE: (904) 247-5886 www.coab.us July 9, 2020 Wade Olszewski, PE CPH Corp. 5200 Belfort Road, Suite 220 Jacksonville, Florida 32256 RE: Fire Flow Test for hydrant at Wells Fargo at 985 Atlantic Blvd Per your request, the City flow tested the fire hydrant at Wells Fargo at 985 Atlantic Blvd, in the City of Atlantic Beach. Tested by: Chris Walker, Distribution/Collection Operations Manager Test Date: 7/7/2020 Test Time: 12:30 PM Port Diameter: 2.5-inch port Static Pressure: 36 PSI Residual Pressure: 18 PSI Test Flow Rate: 500 gpm The following computational results based on the above variables and NFPA section 291, AWWA M-17 are as follows: 7/7/2020 – Estimated flow at 20 psi: 469 gpm Should you need additional information, please call me at (904) 247-5886 or email me at cwalker@coab.us. Sincerely, Chris Walker Chris Walker Distribution Director CIV20-0004 REVISION 7-10-20 CIV20-0004 REVISION 7-10-20 Di PIERRI 07/23/2020