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535 Atlantic Blvd - Gate Civil Review Only , . s CITY OF ATLANTIC BEACH A - ' 800 SEMINOLE ROAD .) t71 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 COMMERCIAL NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247 -5814 JOB INFORMATION: Job ID: 15 -CVPR -2411 Job Type: CIVIL AND SITE PLAN REVIEW Description: GATE CIVIL REVIEW APPROVED TO PROCESS CHECK ONLY FOR CIVIL REVIEW GATE Estimated Value: Issue Date: 2/9/2016 Expiration Date: 8/7/2016 PROPERTY ADDRESS: Address: 535 ATLANTIC BLVD RE Number: 170684 - 0000 PROPERTY OWNER: Name: Company, Gate Petroleum Address: 9540 San Jose BLVD PERMIT INFORMATION: UTILITY DEPT.: PUBLIC WORKS: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 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. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right -of -way. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on -site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right - of -Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right -of -way restoration, including sod, is required. T{�� R�ii�KT 4tY ti In h a� mus �ie — b:51 a e'$ecm ti,N o' erI81Q 1FORIDA ` S it CITY OF ATLANTIC BEACH , 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 0 INSPECTION PHONE LINE 247 -5814 feet in each direction from the center of the cut. Repair must be shown on the plans. 1. (Informational) As the result of public comment from some nearby residents and an existing tenant on site (Beaches Diner), the City has contracted with "Community Redevelopment and Planning Consultants" (Steven Lindorff) to conduct an independent review of this proposed project. Mr. Lindorff served as Director of Planning and Development for Jacksonville Beach for 30 years. Mr. Lindorff's report outlines why the proposed use is permissible in the Commercial General (CG) Zoning District. 2. (Informational) Section 3 -2 (b) states, "the licensed premises where any alcoholic beverages are kept, except for restaurants, grocery stores and markets where the primary business is the sale or serving of food, shall be closed for business between the hours of 2:00 AM and 7:00 AM all days of the week. No person shall be permitted on the premises of such business during such hours except to clean the premises, to perform necessary functions for closing the establishment, or to perform necessary maintenance." At this time, the City has not made a determination on Section 3 -2 (b) regarding the hours of operation of the proposed use. A determination will be made when the applicant seeks the City's signature on its state alcohol license. Be aware that the city may require the proposed use to close between the hours of 2:00 AM and 7:00 AM. 3. (Informational) Per 24 -67 (d), when preliminary site development plans are signed off on by all departments, the applicant may submit an application for a development permit for vertical construction. 4. (Informational) Be aware that the city will ensure that construction complies with Section 24 -171 (c)(3) which states "The exterior finish of new buildings shall be of brick, wood, stucco, decorative masonry, exterior insulation and finish systems (EIFS), architectural or split faced type block or other finish materials with similar appearance or texture. Metal clad, corrugated metal, plywood, or oriented strand board (OSB), and exposed plain concrete shall not be permitted as exterior finish materials on the front or any street side building." 5. (Informational) Additionally, Section 24 -171 (c) (1) states, "roofs, which give the appearance of a flat roof from any street side of the building are prohibited. Roofs may be gabled, hipped, mansard, or otherwise designed so as to avoid the appearance of a flat roof from the adjoining street." 6. (Informational) Mr. Lindorff s report provides reasoning for why the City is not able to require on -site parking beyond the minimum standards established in Section 24 -161. Gate, as property owner has submitted plans which state the existing restaurant on site PEB MiT iC APPR(i'19F'il 0h Tsic t M orily e aire i9 NpaceF fo she g resNaran t� su l L O IDA BUILDING CODES. , c "', CITY OF ATLANTIC BEACH 4 s 800 SEMINOLE ROAD t ` :. ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 space per 4 seats) and 16 spaces for the "retail sales" structure (1 space per 400 square feet of gross floor area). The proposed plan shows 26 spaces for the retail sales building and 19 spaces for the restaurant, as well as an additional 11 spaces in the city right -of- way. Sheet C2.0- Existing Conditions /Demolition Plan has a note which states, "Contractor shall sequence onsite and offsite work such that it does not disrupt existing diver [sic] and parking ". The Beach Diner shall have access to the required 19 on -site parking spaces, its loading zone, and full use of its facilities before, during, and after construction. If there is an interruption to the Beach Diner, a stop work order may be issued. 7. (Informational) The site plan shows a four foot fence around the retention area. Be aware that 24 - 171 (f) prohibits "chain link, barbed wire, razor or concertina wire, and like fencing." 8. (Informational) A separate sign permit shall be submitted for the construction of new signage. 9. (Informational) Prior to any tree removal on site, please submit a tree removal permit. The tree plantings shown in the submitted landscape plan are able to be used as mitigation (if necessary). FEES: Building Flat Rate Fee $300.00 ENG REV COMMERCIAL BLDG $0.00 UTIL REV COMMERCIAL BLDG $0.00 Total Payments: $300.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r s� --iii. r : City of Atlantic Beach • �a t:;;",,'• Building Department F�C'' assigned by the Building FTVED APPLICATION NUMBER : �� 800 Seminole Road l (To be assig Departure t. ) . 1 r)) Atlantic Beach, Florida 32233 -5445 OCT 13 2015 Phone (904) 247 -5826 Fax (904) 247 -5845 /�"'■ � ' ; � 9 E -mail: building- dept @coab.us City web -site: http: / /www.coab.us BY: Date routed: Q y , si APPLICATION REVIEW AND TRACKING FORM Property Address: , _ i /1 i I. ze ro De • artment review required Ye r: uildin Yes No Applicant: , , ■ q v 1 ' i r1 annin. & Zoning _ ' '3 mis rator Project: 6 / C / ,rt f r , fa) a ublic_ Wor - — — G' _ l Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection M Florida Dept. of Transportation — — — St. Johns River Water Management District _ 11.1111111111 Army Corps of Engineers IIIIIIIIIIII Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco -- Other: APPLICATION STATUS Reviewing Department First Review: 1 (Approved. (Circle one.) W enied. Comments: ` BUILDING ✓�€ 4,0,0a PLANNING & ZONING Reviewed by: _te# : L__ TREE ADMIN. Date: / 343 Second Review: Approved as revised. III D enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: - *_ Y. L•" Date: r /,r; FIRE SERVICES Third Review: 1 Approved as revised. (Denied. Comments: Reviewed by: Date: revised 07/27/10 r�gi; City of Atlantic Beach Building Department APPLICATION NUMBER ure / ;. � >i ?) 800 • Seminole Road Ci Iv�+ (To be assigned by the Building Depart t.) Atlantic Beach, Florida 32233 -5445 i , ' / c / Phone (904) 247 -5826 - Fax (904) 247 -5845 Y ' o%i 1 E -mail: building- dept @coab.us OCT 4C 1 2015 City web -site: http: / /www.coab.us Date routed: Q Z ANEW BY: , APPLICATION REVIEW AND TRACKING FORM Property Address: ! il / i I ! V De • artment review required Yes No r: uildin • -- Applicant: I f , f 1 G � ' annin. &Zoning • i'� h}1 for Project: & y, L /air6 f Y/ f jL _ I _ MEM M�- Review fee $ ' c Dept Signature )--■ Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection I MMIIIIIM I Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants 1..1111.1 Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1 (Approved. vtDenied. (Circle one.) Comments: BUILDING 5 t/t'id/ Co MF ,�� i PLANNING & ZONING Reviewed by: / „3,.._.„ TREE ADMIN. _ Date: l �� �r Second Review: App as revised. Denied. •' C WOR S Comments: BLIC UTILI ES/I i I /— P BLIC S -FE Reviewed by:_ l•� i'' Date: ,2 g t[ FIRE SERVICES Third Review: 1 'Approved as revised Denied. Comments: Reviewed by: Date: 2evised 07/27/10 , •S=J-v-1 - CITY OF ATLANTIC BEACH 0 s r. 1'j y l , \ DEPARTMENT OF PUBLIC WORKS ii J S A 1200 Sandpiper Lane ' y Atlantic Beach, FL 32233 -4318 `:.. "' 0 TELEPHONE: (904) 247 -5834 0 Z FAX: (904) 247 -5843 www.coab.us ` } CONTRACTOR: DATE: 11/17/2015 Prosser, Inc. PERMIT # 15 -CVPR -2411 13901 Sutton Park Drive South, Suite 200 ADDRESS: 535 Atlantic Boulevard Jacksonville, FL 32224 -0119 Atlantic Beach, FL 32233 Email: bdavis @prosserinc.com PERMIT APPLICATION FOR CIVIL /SITE REVIEW Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions, please contact Kayle Moore, Deputy Public Works Director at 904- 247 -5874 or email kmoore @coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ** Change ALL Water and Sewer Utility references from JEA to City of Atlantic Beach — Public Works Department — 904 - 247 -5834. ** Change "JEA" IN NOTE 2 to "COAB ". ** Is 2" tap off existing main correct? If so, why is the reducer needed? ** Connection to existing water main requires Double Strap Tapping Saddle with Corp. Stop. ** Change "POLY" from water service to irrigation meter to SCH 40 PVC. ** Change 2" CORP STOP on water service to 2" CURB STOP. ** Change 2" GATE VALVE on water service line to 2" CURB STOP. ** Change 2" CORP STOP on water service to 2" CURB STOP. ** Change 2" CORP STOP on water service to 2" CURB STOP. ** PLATE W -2: Water meter box cover must be Touch Read Lid. ** PLATE W -2: Water Service Line must be SCH 40 PVC. ** PLATE W -2: Remove "JEA" from meter in detail. ** PLATE W -2: Connection to existing water main requires Double Strap Tapping Saddle with Corp. Stop. ** PLATE S -1: Sanitary Sewer manhole cover must be hinged style and with raised lettering identifying COAB and not JEA. Contact Malcolm Clemons at mclemons @coab.us for CAD detail. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) ** Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ** 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. cc: Gate Petoleum/Becky Hamilton City of Atlantic Beach /Toni Gindlesperger, Bldg. Dept. CCNeylz-c APPLICATION REVIEW COMMENTS CITY OF ATLANTIC BEACH Department of Public Works Atlantic Beach Florida 1st Submittal Utility Review - 535 Atlantic Blvd Permit# 15 -CVPR -2411 Plans Received: 10/12/2015 Date returned: 10/16/2015 Designer: Prosser Reviewer: Kayle W. Moore, P.E. SHEET ITEM COMMENT Designer Response General 1 Change ALL Water and Sewer Utility references from JEA to City of Atlantic Beach - Public Works Department - 904- 247 -5834. C5.0 2 Change "JEA" in NOTE 2 to "COAB" 3 Is 2" tap off existing main correct? If so, why is the reducer needed? 4 Connection to existing water main requires Double Strap Tapping Saddle with Corp Stop. 5 Change "POLY" from water service to irrigation meter to SCH 40 PVC. 6 Change 2" CORP STOP on water service to 2" CURB STOP. 7 Change 2" GATE VALVE on water service line to 2" CURB STOP 8 Change 2" CORP STOP on water service to 2" CURB STOP. 9 Change 2" CORP STOP on water service to 2" CURB STOP. C7.3 10 PLATE W -2: Water meter box cover must be Touch Read Lid. 11 PLATE W -2: Water Service Line must be SCH 40 PVC. 12 PLATE W -2: Remove "JEA" from meter in detail. 13 PLATE W -2: Connection to existing water main requires Double Strap Tapping Saddle with Corp Stop. C7.8 14 PLATE S -1: Sanitary Sewer manhole cover must be hinged style and with raised lettering identifying COAB and not JEA. Contact Malcolm Clemons at mclemons @coab.us for CAD detail. Page 1 of 1 �, `4 CITY OF ATLANTIC BEACH j `� PUBLIC UTILITIES 1200 Sandpiper Lane Ae> ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: /0 —/ 9_ / 5 Project Address: ,f_36 477.4Vj C Z / ✓.d No. of Units: Commercial V Residential Multi Family New Water Tap(s) & Meter(s) Meter Size(s) 2 4 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /6 C t/ Pg - 2 (/ I / Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaimed Meter Only $ Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ .50, 00 Other $ TOTAL $ ,S0 • DO APPROVED: Kayle Moore, PE ` 5 (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 541/535/501 Atlantic Boulevard, Atlantic Beach, FL 32233 Permit Number: Legal Description See Attached Legal Description/Survey Parcel # 170672 -0100: 170684 -0000 &170678-0000 Floor Area of 6,400± Sq.Ft. q.Ft Valuation of Work S TBA Proposed Work heated /cooled 6,400± SF non - heated /cooled NA Class of Work (circle one): IIVEP Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): ommercial Residential If an existing structure, is a fire sprinkler system instal el: c e one): Yes No Florida Product Approval # TBD For multiple products use product approval form Describe in detail the type of work to be performed: Site development plan for new site improvements for a proposed Automotive Service Station with Minor Automotive Service and parking for an existing restaurant. Property Owner Information: Name: Gate Petroleum Company Attn: Becky Hamilton Address: PO Box 23627 City Jacksonville State FL Zip 32257 -3627 Phone (904) 448 -3027 E -Mail or Fax # (Optional) BHamilton @gatepetro.com Contractor Information: Company Name: TBD Qualifying Agent: TBD Address: NA City NA State NA Zip NA Office Phone NA Job Site/ Contact Number NA Fax # NA State Certification /Registration # NA Architect Name & Phone # Ebert Norman Brady Architects, Rick Batoon, R.A. (904) 241 -9997 Engineer's Name & Phone # Prosser, Inc., Brad Davis. P.E. (904) 739 -3655 Fee Simple Title Holder Name and Address Gate Petroleum Company, see above Bonding Company Name and Address TBD Mortgage Lender Name and Address NA Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months. or if construction or work is suspended or abandoned for aperiod of six (6) months at any time after work is commenced. l understand that separate permits must be secured for Electrical - Work, Plumbing, Signs, Wells, Pools. Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / hereby certi& that / have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to viola!e or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Own - + 't41 • W / ((7 Signature of Contractor Print Name R e - A A 1 111 7iiA/ Print Name Sworg to and subscribed before me Sworn to and subscribed before me this /or/'^ D of (7 (Tc/ f72_ .20 /S this _ Day of . 20 N �i 7G ' No Ty blic Notary Public - Revised 01.26.10 •ty ;, FWi<HED.TALLEY :r COMMON 860.925 " ° � R . D(PiES: April 27, 2017 : �'� i,;a,t' Bmded iln Nola, Public Underwriters 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224 -0119 p RSSER 904.739.3655 f 904.730.3413 www.prosserinc.com October 12, 2015 Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: Gate Petroleum Company Site Development Plan Submittal Automobile Service Station with Minor Automotive Service Atlantic Boulevard, Atlantic Beach, Florida Parcel #'s: 170672 -0100 (541 Atlantic Boulevard); 170684 -0000 (535 Atlantic Boulevard) & 170678 -0000 (501 Atlantic Boulevard) Dear Mr. Arlington: On behalf of Gate Petroleum Company, please find attached the Site Development Plan submittal package and required payment for the above referenced property pursuant to Section 24 -67 of the City of Atlantic Beach Code of Ordinances. The Site Development Plan submittal includes site improvements to accommodate an Automotive Service Station with Minor Automotive Service as well as parking for the existing restaurant located at 501 Atlantic Boulevard. The proposed development follows ours discussions with the Building and Zoning Director and submittal of preliminary sites in April -June, 2014 and our receipt of the attached Zoning Confirmation letter dated October 7, 2014. The existing building located at 535 Atlantic Boulevard (Parcel # 170648 -0000) would be demolished to accommodate the proposed development. A permit application will be submitted prior to demolition of the building at 535 Atlantic Boulevard. Please let us know if you need any other information to complete your review and approval of this submittal. Thank you for your assistance, PRO ' . J. Bradfor. Davis, PE, LEED AP Principal bdor sse-c r7c Lo CC: Gate Petroleum Company (Attention: Becky Hamilton) Enclosures: Completed Application Form Owner Authorization Five (5) sets of Signed and Sealed Plans Two (2) sets of Sign and Sealed Calculations Application Fee — Check for $300 (Engineering and Utility Review Fees) Zoning Confirmation Letter — October 7, 2014 Community 1 Management 1 Energy 1 Relationships, p ROSSER TM 13901 Sutton Park Drive South, Suite 200 Jacksonville Florida 32224-0229 p 904.739.3655 f 904.730.3413 February 5, 2016 www.prosserinc.com Mr. Doug Layton and Jeremy Hubsch City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Reference: Gate Automobile Service Station w/ Minor Automotive Service Responses to 2 " Submittal Staff Comments dated 1/29/16 Application #15 -CVPR -2411 Prosser # 114001.01 Dear Mr. Layton, We are enclosing herewith site development/construction plans review of the Gate Automobile Service Station with Minor Automotive Service submittal. Enclosed you will find: • 4 Sets of Revised Signed and Sealed Plans • Updated Stormwater "ICPR" Calculations Zoning Review Correction Comments 1/29/16: 1. The submitted plans state this is an "Automotive Service Station with Minor Automotive Service ". Please provide staff with further information about what is considered minor automotive service. Response: Noted, thank you. 2. Section 24- 111(a) states, "new development and new uses within these districts should have direct access to arterial or collector streets, and sites should be designed so that increased traffic through adjacent residential neighborhoods is avoided." Please describe how the site has been designed to avoid increased traffic though adjacent residential neighborhoods. Additionally, please provide the city with information about how deliveries will be made to the site. Response: Noted, thank you. 3. Section 32(b) states, "the licensed premises where any alcoholic beverages are kept, except for restaurants, grocery stores and markets where the primary business is the sale or service of food, shall be closed for business between the hours of 2:00 AM and 7:00 AM all days of the week. No person shall be permitted on the premises of such business during such hours except to clean the premises, to preform necessary functions for closing the establishment or to perform necessary maintenance." Please provide staff with anticipated hours of operation. Response: Noted, thank you. Community Management Energy Relationships Page 2 Response to Comments, February 5, 2016 Application #15 -CVPR -2411 4. Section 24- 165(d) states, "All lights and lighting on a service station shall be designed and arranged so that no source of Tight shall be directly visible from any residential zoning district." Additionally, Section 24 -171€ states, "direct lighting sources shall be shielded or recessed so that excessive light does not illuminate adjacent properties or the sky ". The submitted photometric plan shows that minimal lighting will leave the site. However, please describe or demonstrate how exterior lights will be shielded or recessed. Response: Noted, thank you. 5. Section 24- 171(g)(2) requires a six foot wide area between the building and sidewalks. This area is visible in the plans, but the landscape plan does not show any landscaping. Please revise plans to meet this provision. Response: Noted, thank you. 6. Sections 24- 177(d)(1)(b), "all vehicle use areas (VUA) that are not entirely screened by an intervening building from any abutting dedicated public street shall contain the following, a durable opaque landscape screen along at least 75% of the street frontage, excluding driveways. The submitted landscape plans do not appear to provide a sufficient landscape screen along the street frontage. Please revise accordingly. Response: Noted, thank you. 7. Section 24- 177(d)(4) states, "the maximum width of any driveway not containing a landscape island through the perimeter landscape area shall be 36 feet. The driveway shown on plans exceeds 36 feet. Please revise plans accordingly. Response: Noted, thank you. 8. Section 23- 33(f)(1)(a) requires new oaks to have a minimum 4 inch caliper and 12 foot height at the time of installation. Please revise landscape plans accordingly. Response: Noted, thank you. 9. Per 24- 67(d), when preliminary site development plans are signed off on by all departments, the applicant may submit an application for a development permit for vertical construction. Response: Noted, thank you. 10. Be aware that the city will ensure that construction complies with Section 24- 171(c)(3) which states "The exterior finish of new building shall be of brick, wood, stucco, decorative masonry, exterior insulation and finish systems (EIFS), architectural or split faces type block or other finish materials with similar appearance or texture. Metal clad, corrugated metal, plywood or oriented stand board (OSB), and exposed plain concrete shall not be permitted as exterior finish materials on the front or any street side building." Response: Noted, thank you. 11. Additionally, Section 24- 171(c)(1) states, "roofs, which give the appearance of a flat roof from any street side of the building are prohibited. Roofs may be gabled, hipped, mansard, PROSSER ' Page 3 Response to Comments, February 5, 2016 Application #15 -CVPR -2411 or otherwise designed so as to avoid the appearance of a flat roof from the adjoining street." Response: Noted, thank you. 12. Section 24- 161(h)(15) requires 1 parking space for every 4 seats within a restaurant. Please provide a seating diagram for the restaurant to verify the 76 seats that are mentioned on the plans." Response: Noted, thank you. Public Works 2nd Submittal Review Comments 10/16/15: 1. (Sheet General) Revisions okay except Sheet C1.0 Note 35 Response: See revised Sheet. 2. (Sheet 5.0) Revision okay. Response: Noted, thank you. 3. (Sheet 5.0) Revision okay. Response: Noted, thank you. 4. Sheet C6.2 shows Grading & Drainage Details, Water Details not found. Response: See new Sheet C6.3. ✓ 5. (Sheet 5.0) Revision okay. Response: Noted, thank you. 6. (Sheet 5.0) Revision okay. Response: Noted, thank you. 7. (Sheet 5.0) Revision okay. Response: Noted, thank you. 8. (Sheet 5.0) Revision okay. Response: Noted, thank you. 9. (Sheet 5.0) Revision okay. Response: Noted, thank you. 10. Thru 13. Sheet C6.2 shows Grading & Drainage Details, Water Details not found. PROSSER' Page 4 Response to Comments, February 5, 2016 Application #15 -CVPR -2411 Response: See new Sheet C6.3. 14. (Sheet C6.2) Revised Manhole & Cover Detail okay — hinged cover not required for private manhole. Response: See revised Sheet C6.2. Public Works 2nd Submittal Review Comments 2/2/16: 1. (Sheet 1.0) Water Note 35: Replace contact name and phone number with "Malcolm Clemons @ 247 - 5834" Response: See revised Sheet. 2. (Sheet C5.0) Remove Note 3. Response: See revised Sheet. 3. (Sheet C6.2) Water Details missing from Sheet. Response: See new Sheet C6.3. Public Works 2 Submittal Review Comments 2/5/16: 1. Sheet 2.0 — Add Diner (Diver ?) Parking note from C #.0 to this sheet also. Make very prominent. (and if Gate does Pre -Con Briefs with their Building Contractor, make sure it is emphasized). Response: Noted thank you. See revised Sheet. 2. C4.0 — City catch basins in Sturdivant ROW to be replaced /reconstructed (as discussed). Contractor to submit shop drawings to Engineer and to City for approval prior to construction. . Response: Noted thank you. 3. C6.2 — Pond Retaining wall (by others) — Signed and Sealed Design Drawings with documentation to be submitted for City approval prior to wall construction Response: Noted thank you. PROSSER " APPLICATION REVIEW COMMENTS CITY OF ATLANTIC BEACH Department of Public Works Atlantic Beach Florida 1st Submittal Utility Review - 535 Atlantic Blvd Permit# 15 -CVPR -2411 Plans Received: 10/12/2015 Date returned: 10/16/2015 Designer: Prosser Reviewer: Kayle W. Moore, P.E. SHEET ITEM COMMENT 2ND SUBMITTAL REVIEW COMMENT General 1 Change ALL Water and Sewer Utility Revisions okay except Sheet C1.0 Note 35 references from JEA to City of Atlantic Beach - Public Works Department - 904- 247 -5834. C5.0 2 Change "JEA" in NOTE 2 to "COAB" Revision okay 3 Is 2" tap off existing main correct? If so, Revision okay why is the reducer needed? 4 Connection to existing water main Sht C6.2 shows Grading & Drainage Details, Water requires Double Strap Tapping Saddle Details not found. with Corp Stop. 5 Change "POLY" from water service to Revision okay irrigation meter to SCH 40 PVC. 6 Change 2" CORP STOP on water service Revision okay to 2" CURB STOP. 7 Change 2" GATE VALVE on water service Revision okay line to 2" CURB STOP 8 Change 2" CORP STOP on water service Revision okay to 2" CURB STOP. 9 Change 2" CORP STOP on water service Revision okay to 2" CURB STOP. C7.3 10 PLATE W -2: Water meter box cover Sht C6.2 shows Grading & Drainage Details, Water must be Touch Read Lid. Details not found. 11 PLATE W -2: Water Service Line must be Sht C6.2 shows Grading & Drainage Details, Water SCH 40 PVC. Details not found. 12 PLATE W -2: Remove "JEA" from meter Sht C6.2 shows Grading & Drainage Details, Water in detail. Details not found. 13 PLATE W -2: Connection to existing Sht C6.2 shows Grading & Drainage Details, Water water main requires Double Strap Details not found. Tapping Saddle with Corp Stop. C7.8 14 PLATE S -1: Sanitary Sewer manhole Revised Manhole & Cover Detail okay - hinged cover must be hinged style and with cover not required for private manhole. raised lettering identifying COAB and not JEA. Contact Malcolm Clemons at mclemons @coab.us for CAD detail. Page 1 of 2 APPLICATION REVIEW COMMENTS CITY OF ATLANTIC BEACH Department of Public Works Atlantic Beach Florida 2nd Submittal Utility Review - 535 Atlantic Blvd Permit# 15 -CVPR -2411 Plans Received: 1/4/2016 Date returned: 2/2/2016 Designer: Prosser Reviewer: Kayle W. Moore, P.E. SHEET ITEM COMMENT Designer Response C1.0 1 Water Note 35: Replace contact name and phone number with "Malcolm Clemons @ 247 -5834. C5.0 2 Remove Note 3. C6.2 3 Water Details missing from Sheet. Page 2 of 2 p IOSSEI TM 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224 -0229 p 904.739.3655 f 904.730.3413 2 www.prosserinc.com December 23, 2015 D LS C I 0 'II 0 Mr. Doug Layton and Jeremy Hubsch _ DEC- -_t5 City of Atlantic Beach I � 1200 Sandpiper Lane Atlantic Beach, FL 32233 Reference: Gate Automobile Service Station w/ Minor Automotive Service Application #15 -CVPR -2411 Prosser # 114001.01 Dear Mr. Layton, We are enclosing herewith site development/construction plans review of the Gate Automobile Service Station with Minor Automotive Service submittal. Enclosed you will find: • 4 Sets of Revised Signed and Sealed Plans • Comment Responses Below • Gate Customer Service • Comment Cards and Emails • Beach Diner Plans Public Works Correction Items 1: • Delete the private storm water system connecting to the inlet behind the Gate building on Sturdivant Avenue. Seal the existing storm water connection or replace the inlet. Response: This connection must remain so that the stormwater leaving the site does not overload the existing stormwater system. All service stubs to the property that will not be utilized will be demolished and sealed/ capped at the main or structure. Please see sheet C2.0 for demolished services. • Show existing utilities on Sturdivant Avenue. Existing water line may be in conflict with proposed storm line. Response: Please see sheet C2.0 and C5.0 for existing and proposed utility locations. Water line is located on north side of Sturdivant Ave. and does not conflict. Sanitary sewer trunk line is entirely under pavement. • Driveways on Sylvan Drive and Sturdivant Avenue need to be a maximum of 20' wide at the right -of -way with 3' flares at pavement edge. Response: Please see sheet C3.0 for revised driveway widths. All driveways are 20' wide at the ROW per Sec. 19 -7. Community 1 Management 1 Energy 1 Relationships Page 2 Response to Comments Application #15 -CVPR -2411 • Impervious areas appear to be over 70 %. Response: Please see sheets C2.0 and C3.0 for pervious/ impervious surface calculation for Pre and Post development, respectively. Also attached is the Pre and Post surface area exhibits. Pervious parking was utilized and counted as 50% pervious and 50% impervious as shown on Sheet C -3. • Explain split in outfall overflow. Response: The stormwater management system was designed with a split outfall to work proportionately with the existing stormwater structures. Currently, the site drains to the two existing structures along Sturdivant Avenue which have 12" and 15" outfall pipes. The outfall was split to avoid overwhelming one of the systems. • Explain existing drainage pattern. Response: Currently, the site drains towards the rear (north) of the site, into two existing structures along Sturdivant Avenue. There is one inlet in front (south) of the building, however, it appears to be full of dirt and debris and not functioning properly. This inlet does not drain to the FDOT ROW. • Provide FDOT connection Permit. Response: Upon FDOT approval, a copy of the Driveway Connection Permit will be provided. • Provide construction site management plan, including location of dumpster and portable toilet. Right -of -Way Permit is required if using right -of -way for construction parking. Response: Please see sheet C2.0 for approximate location of roll -off dumpster and portable toilet(s). • Provide erosion and sediment control plans with installation details. Response: Please see sheets C7.0 and C8.0 for Erosion and Sediment Control Details. Also, sheet C3.0 for BMP locations. • Provide impervious surface calculations for entire lot (existing and post construction). Response: Please see sheets C2.0 and C3.0 for impervious surface calculations. This information was previously emailed to Mr. Scott Williams December 11, 2015. • Section 24 -66(b) of the Land Development Regulations requires on -site storage for increased run -off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on -site retention required per Section 24- 66(b). (See attached information sheet). Response: A stormwater management district permit will be provided to the City upon receipt. PROSSER " Page 3 Response to Comments Application #15 -CVPR -2411 Public Works Conditions of Approval: • All concrete driveway aprons must be 5" thick, 4,000 PSI with fiber mesh from the edge of pavement to the property Tine. Reinforcing rods or mesh area not allowed in the right -of- way. Response: Please see sheet C6.1 Gate's standard concrete section which is more stringent than requested. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. Response: Please see sheet C2.0, Erosion Control Note 11 for note. • All silt must remain on - site during construction. Response: Please see sheet C2.0, Note 12. Also, see sheet C2.0 for silt fence's proposed location. • Roll off Container Company must be on City approved list and container cannot be placed on City right -of -way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.). Response: Noted, please see sheet C2.0 for location. • Full right - of - way restoration, including sod, is required. Response: Noted, thank you. • Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10' in each direction from the center of the cut. Repair must be shown on the plans. Response: Noted, thank you. Public Works Correction Items 2: OC l Please Note: The potable water connection has been revised and now comes off Sturdivant Avenue. • Change ALL water and sewer utility references from JEA to City of Atlantic Beach- Public Works Department -904 247 -5834. Response: Please see sheet C6.1 and C6.2 for details. /v d �F 3 • Change "JEA" in note 2 to "COAB" , Ter Response: Please see sheet C5.0, Note 2 for revision. ' CO Prria 1 gyp • Is 2" tap off existing main correct? If so, why is the reducer needed? ft) m f,_ 0 PROSSER Page 4 Response to Comments Application #15 -CVPR -2411 Response: The revised potable water connection has resolved this issue. Please see sheet C5.0. • Connection to existing water main requires Double Strap Tapping Saddle with Corp Stop. Response: Please see sheet C6.2, Plate W -2 for revision. 4'C( CA-3 . • Change "POLY" from water service to irrigation meter to SCH. 40 PVC. Response: Please see sheet C5.0 for revisions. • Change 2" Corp. Stop on water service to 2" Curb Stop. Response: Please see sheet C5.0 for revisions. ( • Change 2" Gate Valve on water service line to 2" Curb Stop. 7 Response: Please see sheet C5.0 for revisions. • Change 2" Corp. Stop on water service to 2" Curb Stop. Response: Please see sheet C5.0 for revisions. • Change 2" Corp. Stop on water service to 2" Curb Stop. Response: Please see sheet C5.0 for revisions. • Plate W-2: Water meter box cover must be Touch Read Lid �; ; ► T _ v L � Response: Please see sheet C6.2, Plate W -2 for note. t ET 7 • Plate W -2: Water service line must be SCH. 40 PVC. S Response: Please see sheet C6.2, Plate W -2 for revision • Plate W -2: Remove "JEA" from meter in detail. Response: Please see sheet C6.2, Plate W -2 for revision. • Plate W -2: Connection to existing water main requires Double Strap Tapping Saddle with Corp. Stop. Response: Please see sheet C6.2, Plate W -2 for revision. • Plates S -1: Sanitary Sewer manhole cover must be hinged style and with raised lettering identifying COAB and not JEA. Contact Malcolm Clemons at mclemons(a�coab.us for CAD detail. Response: Please see sheet C6.2 where the detail requested has been added. 0 i PROSSER Page 5 Response to Comments Application #15 -CVPR -2411 Zoning Review Correction Comments 1. The submitted plans state this is an "Automotive Service Station with Minor Automotive Service ". Please provide staff with further information about what is considered minor automotive service. Response: Section 24 -111 of the Code of Ordinances sets forth the CG zoning district, which is the most intense commercial zoning district in the Code of Ordinances and is intended to "provide general retail sales and services for the City of Atlantic Beach and the closely surrounding neighborhoods." Section 24- 111(b)(1) and (9) provides that the permitted uses in the CG zoning district include the retail sale of food and other items and "automobile service station with minor automotive repair and with accessory car wash." Section 24 -17 of the Code of Ordinances defines an automotive service station as "any building, structure or land used for the dispensing, sale or offering for sale at retail any automotive fuel, oils or accessories, and in connection with which is performed minor automotive service, but not heavy automotive repair." Section 24- 17 also defines "minor automotive service" as "the limited, minor or routine servicing of motor vehicles or parts, but shall not include heavy automotive repair." The Code of Ordinances does not contain a definition of "minor automotive repair." Gate proposes an automobile service station. It will dispense and sell, at retail, automobile fuel, oils, and accessories. Gate also proposes a store which will sell food and other items at retail. Gate retail stores typically sell approximately fifty types of automobile oils, fluids, and accessories, including: repair gloves, tire repair kits, "fix a flat" kits, tire sealants, tire gauges, battery jumper cables, gas cans, auto fuses, auto light bulbs, glass and tire cleansers /wipes, and a wide variety of automobile oils, fluids, and related pouring /filling aides. In connection with these accessories sold, Gate personnel often assist customers with limited, minor, and routine servicing of motor vehicles and parts, if and when customers ask for or need assistance. Also, Gate personnel assist any disabled customers with fueling and any other routine servicing. Attached is an internal Gate newsletter from July- September, 2015. Please see the customer note under "Customer Service Excellence" relating how a Gate station employee assisted a customer putting a spare tire on her car. Also attached are Gate customer comments received via comment cards or e-mails providing examples of Gate station personnel providing service to customers such as charging car batteries, changing tires, inflating tires, pumping gas, etc. Additionally, the proposed automotive service station will feature a tire pressure gauge and air dispensing station; an automobile vacuum station; and paper products and other products needed for window and tire washing, oil and fluid checks and changes, and other minor or routine automobile servicing. PROSSER Page 6 Response to Comments Application #15 -CVPR -2411 Thus, the proposed Gate service station will provide minor automotive service, as defined in the Code of Ordinances - -the limited, minor or routine servicing of motor vehicles or parts. At City Commission meetings earlier this year, an attorney for a tenant involved in a private dispute with Gate suggested that Section 24- 111(b)(9) of the Code of Ordinances requires, as opposed to permits, "minor automotive repair" (an undefined term) and an accessory car wash at an automobile service station. This suggestion is (i) contrary to the express intent of the Code and (ii) contrary to the wishes and desires of the other speakers at the Commission meetings. Section 24 -111 lists permitted uses and also emphasizes an express preference for low intensity commercial uses. Section 24 -111 states that "low intensity commercial uses" are preferred and encouraged in the CG zoning district, stating specifically in subsection (d), "Commercial and light industrial development shall be located and designed so as to minimize adverse effects on residential areas, traffic facilities and the aesthetic character of the city." There is no question that Section 24- 111(b)(9) permits an automobile service station. To suggest, however, that the Code's inclusion of a reference to minor automotive repair and an accessory car wash in the list of permitted uses should be construed to require more intensive uses —minor automotive repair and a car wash —as part of a permitted service station is contrary to the explicit provisions of the Code preferring low intensity uses. For example, Section 24- 111(b)(1) permits "Retail outlets for the sale of food and drugs ... home furnishings and appliances ...." It would be nonsensical, however, to require a food store to sell drugs or to require a furniture store to sell appliances. The provision lists the most intensive permitted uses but does not require such uses. Furthermore, if Gate's service station provides the more intensive "repair" and car wash described by the tenant's attorney —and it could do so—it would do so contrary to the wishes of other speakers at the Commission meetings, all of whom expressed a desire for a less intensive service station in Atlantic Beach. The undesirable and nonsensical result of the suggestion of the tenant's attorney — that Gate's station must provide the more intensive "repair" and car wash which he described — demonstrates the error of his interpretation of the Code. 2. Section 24- 111(a) states, "new development and new uses within these districts should have direct access to arterial or collector streets, and sites should be designed so that increased traffic through adjacent residential neighborhoods is avoided." Please describe how the site has been designed to avoid increased traffic though adjacent residential neighborhoods. Additionally, please provide the city with information about how deliveries will be made to the site. Response: The following aspects of the proposed Gate service station design will assist in avoiding increased traffic through the adjacent residential neighborhood: • Gate is reducing the number of access points (curb cuts) on Sturdivant Avenue from the existing six (6) access points to the proposed two (2) access points. • All parking has been removed from behind the existing store in the proposed plan. PROSSER' Page 7 Response to Comments Application #15 -CVPR -2411 • Landscaping has been added in the rear to screen the building and vehicular use areas. • The building and parking lot lighting has been designed to meet the latest code requirements. • Gate will not have any signage located on Sturdivant Avenue. • At the existing commercial center building, all loading is in the rear, along Sturdivant Avenue, facing north toward the adjacent residential neighborhood. At the proposed Gate service station, all loading will occur at the side of the retail store building, facing east or west toward other commercial uses. Underground tank servicing also will occur at the southwest corner of the site, away from Sturdivant Avenue and near other commercial uses. • The proposed service station and store will decrease enclosed square footage (from 20,691 enclosed sq. ft. to 6,400 enclosed sq. ft.), height, and impervious surface from those in the existing commercial center. • The proposed service station will be a single user (Gate), as opposed to units for eleven (11) commercial tenants in the existing commercial center. • Section 24 -11(a) begins with a statement of intent: "Within the City of Atlantic Beach, the CG zoning district is intended for uses, which provide general retail sales and services for the City of Atlantic Beach and the closely surrounding neighborhoods." Consistent with that intent, the proposed Gate station is not a destination use which draws from far away locations. Rather, it provides a necessary service (gas and minor automotive service) and retail goods for the benefit of residents in close proximity to the site and drivers passing by the site. Accordingly, customers accessing the site from Sturdivant Avenue will be local residents who are aware of and use Sturdivant Avenue. • Pass -by customers will access the site from Atlantic Boulevard or perhaps Sylvan Drive. Thus, the traffic on Sturdivant will remain local traffic. 3. Section 32(b) states, "the licensed premises where any alcoholic beverages are kept, except for restaurants, grocery stores and markets where the primary business is the sale or service of food, shall be closed for business between the hours of 2:00 AM and 7:00 AM all days of the week. No person shall be permitted on the premises of such business during such hours except to clean the premises, to preform necessary functions for closing the establishment or to perform necessary maintenance." Please provide staff with anticipated hours of operation. Response: The service station and retail sales uses will be open 24 hours. The sale of beer and wine at the retail store will be closed between the hours of 2:00 AM and 7:00 AM. All storage and display areas where beer and/or wine is stored and sold will be locked and dark (not lighted) and therefore will not be accessible to anyone between the hours of 2:00 AM and 7:00 AM. The language in the last sentence of Section 3 -2(b) regarding "licensed premises" clearly refers to uses with on- premises consumption of alcoholic beverages. [See Section 3 -1 and the definition of "licensed premises," which includes portions of the premises "which are closely connected so as to admit free passage from any bar or drinking room to any other portion of the premises over which the licensee has some dominion or control." (Emphasis added.)] Gate's retail store will have no on- premises consumption and, therefore, no bar or drinking room. Nevertheless, with all beer /wine storage and display areas locked and dark between 2:00 AM and 7:00 ass Page 8 Response to Comments Application #15 -CVPR -2411 AM, such areas will be inaccessible to anyone between those hours. In this manner, Gate will comply with Section 3 -2(b). Additionally, although the primary business of Gate's retail store is not the sale or service of food, Gate's retail store clearly is more similar to a grocery store or market than to an on- premises bar or drinking room. Data show that purchases at gate retail stores during the late evening hours are for snacks /meals, coffee or other beverages, gasoline /automobile accessories, and over - the - counter medicines. Thus, given the exception for grocery stores and markets, the provisions in Section 3 -2(b) regarding no persons permitted on the premises are inapplicable to Gate's retail store. 4. Section 24- 165(d) states, "All lights and lighting on a service station shall be designed and arranged so that no source of light shall be directly visible from any residential zoning district." Additionally, Section 24 -171€ states, "direct lighting sources shall be shielded or recessed so that excessive light does not illuminate adjacent properties or the sky ". The submitted photometric plan shows that minimal lighting will leave the site. However, please describe or demonstrate how exterior lights will be shielded or recessed. Response: All exterior light fixtures are full -cutoff and meet the requirements of Section 24- 171(e) of the Ordinance. 5. Section 24- 171(g)(2) requires a six foot wide area between the building and sidewalks. This area is visible in the plans, but the landscape plan does not show any landscaping. Please revise plans to meet this provision. Response: The area between the sidewalk and the building is now landscaped, please see Sheet L -1. 6. Sections 24- 177(d)(1)(b), "all vehicle use areas (VUA) that are not entirely screened by an intervening building from any abutting dedicated public street shall contain the following, a durable opaque landscape screen along at least 75% of the street frontage, excluding driveways. The submitted landscape plans do not appear to provide a sufficient landscape screen along the street frontage. Please revise accordingly. Response: The interior shrub rows have been relocated to the outside of the detention pond along the north and east ROW lines. This covers more than 75% of the street frontage adjacent to VUA areas. 7. Section 24- 177(d)(4) states, "the maximum width of any driveway not containing a landscape island through the perimeter landscape area shall be 36 feet. The driveway shown on plans exceeds 36 feet. Please revise plans accordingly. Response: The driveways along Atlantic Blvd have been reduced to 36'. 8. Section 23 33(f)(1)(a) requires new oaks to have a minimum 4 inch caliper and 12 foot height at the time of installation. Please revise landscape plans accordingly. Response: Please see the table on Sheet L -1, where the specifications have been updated. PROSSER" Page 9 Response to Comments Application #15 -CVPR -2411 9. Per 24- 67(d), when preliminary site developnent plans are signed off on by all departments, the applicant may submit an application for a development permit for vertical construction. Response: Noted, thank you. 10. Be aware that the city will ensure that construction complies with Section 24- 171(c)(3) which states "The exterior finish of new building shall be of brick, wood, stucco, decorative masonry, exterior insulation and finish systems (EIFS), architectural or split faces type block or other finish materials with similar appearance or texture. Metal clad, corrugated metal, plywood or oriented stand board (OSB), and exposed plain concrete shall not be permitted as exterior finish materials on the front or any street side building." Response: Noted, thank you. 11. Additionally, Section 24- 171(c)(1) states, "roofs, which ive the appearance of a 9 pp flat roof from any street side of the building are prohibited. Roofs may be gabled, hipped, mansard, or otherwise designed so as to avoid the appearance of a flat roof from the adjoining street." Response: Noted, thank you. 12. Section 24- 161(h)(15) requires 1 parking space for every 4 seats within a restaurant. Please provide a seating diagram for the restaurant to verify the 76 seats that are mentioned on the plans." Response: Attached are plans which were submitted by Beach Diner to the City of Atlantic Beach in 1997. These plans show 101 seats, comprised of 76 seats inside the restaurant and 25 seats in an area labeled "new outdoor cafe." Also attached are plans which were submitted by Beach Diner to the City of Atlantic Beach in 2011 showing that the area labeled "new outdoor cafe" in 1997 was never constructed. Thus, there are 76 seats in the restaurant. Based on the above, we have provided parking calculations on Sheet C -3 demonstrating that 19 parking stalls are required for this use. Building Department Correction Comments 1. Please obtain a Demolition Permit before demolition begins. Application for the Demolition Permit should include an asbestos survey and statements that all utilities are disconnected and safe. Response: A Demolition Permit will be obtained before demolition begins. All inspections will be performed at the appropriate times. Demolition Inspections: • First inspection to be made after all utility connections have been disconnected and secured in such a manner that no unsafe or unsanitary conditions shall exist during or after demolition operations. Response: Noted, thank you. PROSSER " Page 10 Response to Comments Application #15 -CVPR -2411 • Final inspection to be made after all demolition work is completed. Response: Noted, thank you. 2. Accessible parking does not appear to comply with FBC- Accessibility, Section 208.3, shortest route to entrance and protection from weather. Please review accessible parking for final plans. Response: The ADA parking is proposed adjacent to an accessible entrance. 3. Note: Tactile, detectable warning is still required at FDOT right -of -ways, but they are no longer required in the FBC - Accessibility. Response: Noted, thank you. Fire Department Comments • Please provide flow requirements per NFPAI, 18.4.5 Response: Results are pending and will be provided upon completion. If you have any further questions or require any additional information, please feel free to contact our office at (904) 739 -3655. Sincerely, PROSSE C 7 .-- J. Bradfo - d Davis, P.E. Principal PROSSER ` s!.A1*),, City of Atlantic Beach APPLICATION NUMBER Js ,\ Building Department (To be assigned by the Building Departure t.) 800 Seminole Road is� Atlantic Beach, Florida 32233 5445 __/5 eviae -,1 e Phone (904) 247 -5826 - Fax (904) 247 - 5845 .ono I E -mail: building- dept @coab.us Date routed: 0 h21/707 City web -site: http: / /www.coab.us _ APPLICATION REVIEW AND TRACKING FORM Property Address: , .. A la . i • y 4 0 Department review required Yes No :uildin• Applicant: A),.5.311 /4/ annin. & Zoning - finis rator Project: i (// L /SW-6 : : EfY F� ) - ublic Wor 'u.lic Utilitie -11 .m„ -- - 4 - - - ices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection _ Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1 lApproved. It'D (Circle one.) Comments: provide. Fire Flow REQutre, teA PER N F , Ol 1 , IVIS BUILDING PLANNING & ZONING Reviewed by: 0 SCrW io Date: /o/z (, //S TREE ADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 07/27/10 13901 Sutton Park Drive South, Suite 200 ROSSER I Jacksonville, Florida 32224 -0119 p 904.739.3655 f 904.730.3413 www.prosserinc.com October 12, 2015 Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: Gate Petroleum Company Site Development Plan Submittal Automobile Service Station with Minor Automotive Service Atlantic Boulevard, Atlantic Beach, Florida Parcel #'s: 170672 -0100 (541 Atlantic Boulevard); 170684 -0000 (535 Atlantic Boulevard) & 170678 -0000 (501 Atlantic Boulevard) Dear Mr. Arlington: On behalf of Gate Petroleum Company, please find attached the Site Development Plan submittal package and required payment for the above referenced property pursuant to Section 24 -67 of the City of Atlantic Beach Code of Ordinances. The Site Development Plan submittal includes site improvements to accommodate an Automotive Service Station with Minor Automotive Service as well as parking for the existing restaurant located at 501 Atlantic Boulevard. The proposed development follows ours discussions with the Building and Zoning Director and submittal of preliminary sites in April -June, 2014 and our receipt of the attached Zoning Confirmation letter dated October 7, 2014. The existing building located at 535 Atlantic Boulevard (Parcel # 170648 -0000) would be demolished to accommodate the proposed development. A permit application will be submitted prior to demolition of the building at 535 Atlantic Boulevard. Please let us know if you need any other information to complete your review and approval of this submittal. Thank you for your assistance, PR7S, J. Bradfor Davis, PE, LEED AP Principal b dorxej 5 ) Fro 55P_/'i co /Y1 CC: Gate Petroleum Company (Attention: Becky Hamilton) Enclosures: Completed Application Form Owner Authorization Five (5) sets of Signed and Sealed Plans Two (2) sets of Sign and Sealed Calculations Application Fee — Check for $300 (Engineering and Utility Review Fees) Zoning Confirmation Letter — October 7, 2014 Community Managenment I Energy Relationships, fi '%` ZONING REVIEW COMMENTS j : a � � City of Atlantic Beach r Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233 -5445 '4DE19f. Phone: (904) 247 -5817 Fax: (904) 247 -5845 Email: jhubsch @coab.us Date: 11/10/15 Permit: 15 -CVPR -2411 Applicant: Gate Petroleum Review: 1st Address: PO Box 23627 Site Address: 535 Atlantic Phone: (904) 448 -3027 Boulevard Email: bhamilton @gatepetro.com C orrection Comments 1. The submitted plans state this is an "Automotive Service Station with Minor Automotive Service ". Please provide staff with further information about what is considered minor automotive service. 2. Section 24 -111 (a) states, "new development and new uses within these districts should have direct access to arterial or collector streets, and sites should be designed so that increased traffic through adjacent residential neighborhoods is avoided." Please describe how the site has been designed to avoid increased traffic through adjacent residential neighborhoods. Additionally, please provide the city with information about how deliveries will be made to the site. 3. Section 3 -2 (b) states, "the licensed premises where any alcoholic beverages are kept, except for restaurants, grocery stores and markets where the primary business is the sale or serving of food, shall be closed for business between the hours of 2:00 AM and 7:00 AM all days of the week. No person shall be permitted on the premises of such business during such hours except to clean the premises, to perform necessary functions for closing the establishment, or to perform necessary maintenance." Please provide staff with anticipated hours of operation. 4. Section 24 -165 (d) states, "all lights and lighting on a service station shall be designed and arranged so that no source if light shall be directly visible from any residential zoning district." Additionally, Section 24 -171 (e) states, "direct lighting sources shall be shielded or recessed so that excessive light does not illuminate adjacent properties or the sky ". The submitted photometric plan shows that minimal lighting will leave the site. However, please describe or demonstrate how exterior lights will be shielded or recessed. 5. Section 24 -171 (g) (2) requires a six foot wide area between the building and sidewalks. This area is visible in the plans, but the landscape plan does not show any landscaping. Please revise plans to meet this provision. 6. Section 24 -177 (d) (1) (b), "All vehicle use areas (VUA) that are not entirely screened by an intervening building from any abutting dedicated public street shall contain the following, a durable opaque landscape screen along at least 75% of the street frontage, excluding driveways. The submitted landscape plans do not appear to provide a sufficient landscape screen along the street frontage. Please revise accordingly. 7. Section 24 -177 (d) (4) states, "the maximum width of any driveway not containing a landscape island through the perimeter landscape area shall be 36 feet. The driveway shown on plans exceeds 36 feet. Please revise plans accordingly. 8. Section 23 -33 (f) (1) (a) requires new oaks to have a minimum 4 inch caliper and 12 foot height at the time of installation. Please revise landscape plans accordingly. 9. Per 24 -67 (d), when preliminary site development plans are signed off on by all departments, the applicant may submit an application for a development permit for vertical construction. 10. Be aware that the city will ensure that construction complies with Section 24 -171 (c)(3) which states "The exterior finish of new buildings shall be of brick, wood, stucco, decorative masonry, exterior insulation and finish systems (EIFS), architectural or split faced type block or other finish materials with similar appearance or texture. Metal clad, corrugated metal, plywood, or oriented strand board (OSB), and exposed plain concrete shall not be permitted as exterior finish materials on the front or any street side building." 11. Additionally, Section 24 -171 (c) (1) states, "roofs, which give the appearance of a flat roof from any street side of the building are prohibited. Roofs may be gabled, hipped, mansard, or otherwise designed so as to avoid the appearance of a flat roof from the adjoining street." 12. Section 24 -161 (h) (15) requires 1 parking space for every 4 seats within a restaurant. Please provide a seating diagram for the restaurant to verify the 76 seats that are mentioned on the plans. Jeremy Hubsch Building and Zoning Director jhubsch @coab.us (904) 247 -5817 PUBLIC WORKS COMMENTS 535 ATLANTIC BLVD GATE REVIEW Delete the private stormwater system connecting to the inlet behind the Gate Building on Sturdivant Avenue. Seal the existing stormwater connection or replace the inlet. Show existing utilities on Sturdivant Avenue. Existing water line may be in conflict with proposed storm line. Driveways on Sylvan Drive and Sturdivant Avenue need to be maximum of 20' wide at the right - of -way with 3' flares at pavement edge. Impervious areas appear to over 70 %. Explain split in outfall overflow. Explain existing drainage pattern. Provide FDOT Connection Permit. Provide construction site management plan, including location of dumpster and portable toilet. Right -of -Way Permit is required if using right -of -way for construction parking. Provide erosion and sediment control plans with installation details. Provide impervious surface calculations for entire lot (existing and post construction). Section 24 -66(b) of the Land Development Regulations requires on -site storage for increased run -off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on- site retention required per Section 24- 66(b). (See attached information sheet.) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right -of -way. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on -site during construction. Roll off Container Company must be on City approved list and container cannot be placed on City Right -of -Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right -of -way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. ;it 5 . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247 -5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 11/10/15 Permit: 15 -CVPR -2411 Applicant: Bradford Davis, PE Review: 1 Address: 13901 Sutton Park S. St. 200 Site Address: 535 Atlantic Blvd. Phone: 739 -3655 RE #: 170678 0000 Email: bdavis @prosserinc.com Correction Comments: Building Department comments for Site Development plans only. Not for vertical construction. Site Development plans are approved. Comments: 1. Please obtain a Demolition Permit before demolition begins. Application for the Demolition Permit should include an asbestos survey and statements that all utilities are disconnected and safe. Demolition inspections: -First inspection to be made after all utility connections have been disconnected and secured in such manner that no unsafe or unsanitary conditions shall exist during or after demolition operations. -Final inspection to be made after all demolition work is completed. 2. Accessible parking does not appear to comply with FBC- Accessibility, Section 208.3, shortest route to entrance and protection from weather. Please review accessible parking for final plans. 3. Note: Tactile, detectable warnings are still required at FDOT right -of -ways, but they are no longer required in the FBC - Accessibility. , W y �.w ti g o a ^A, 'i ? 3 , 4 .. .. :. ,. -. ■ 41 ' a O r= y^ W y v 'n ..4.• 7 .1 p O u w «. v w-- G 7 -0 p v yy • g 4 H 4 1 — o o N a�i . ^. a 6 'G . rn r . n. Yj-...M .+ - �1 `V\ C 4r '�� ^ r = .•V�. .. 'r" a `� 1 u .A L: � L. y o i • •O a. 02 ti N .; .. u. ' a '7 1 ir .••. .. O L1, o N w vr ,!I ii1ili °" I ''Z'' f \ II l■ w 5• • •• E. 8' P $ J 0 ., a `o = d v es y y c* 5. r. a v ~ if. a ,- N • a Ob v N y^ N~ y h 4 1 7.2 Q - .0 e C .4 ..Co ,o n - ., et ., ..4 ' ti w ` ‘.... ,,, ■-... d r .:: ;:: s. r Q Nei„,_ w -. 1 8 t • - ' 1) y ▪ . o a 0 • , 9 ..,,, c_ N. W -. -....,-.2, g = 1 I.' - • '48. R. at "E ' -a 9. .y. , \-.4-........... 1.... V im` 7.. O �" "." Y a ..% _'' 5 , 5 o � . , • wv 1 � fl H1 ('........ '''... . 5 -4..,--, 't • - , = \33 Jr. 4 14 T. v y S a 2 v y 8 y V w y <, , � ' ,.j a g,-. a ....; , -8 c., c.• n - c ^Pi 0 n ;-. n -p '2 -1: (L JIL _J U. JLL.JLL. -J 11_ ir ■ L rig � �, CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 'J � " 1200 Sandpiper Lane . Atlantic Beach, FL 32233 -4318 TELEPHONE: (904) 247 -5834 FAX: (904) 247 -5843 www.coab.us r %t � CONTRACTOR: DATE: I 1/17/2015 Prosser, Inc. PERMIT# 15 -CVPR -2411 13901 Sutton Park Drive South, Suite 200 ADDRESS: 535 Atlantic Boulevard Jacksonville, FL 32224 -0119 Atlantic Beach, FL 32233 Email: bdavis(dprosserinc.com PERMIT APPLICATION FOR CIVIL /SITE REVIEW Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. if you have any questions, please contact Kayle Moore, Deputy Public Works Director at 904- 247 -5874 or email kmoore @coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ** Change ALL Water and Sewer Utility references from JEA to City of Atlantic Beach — Public Works Department — 904- 247 -5834. ** Change "JEA" IN NOTE 2 to "COAB ". ** Is 2" tap off existing main correct? If so, why is the reducer needed? ** Connection to existing water main requires Double Strap Tapping Saddle with Corp. Stop. ** Change "POLY" from water service to irrigation meter to SCH 40 PVC. ** Change 2" CORP STOP on water service to 2" CURB STOP. ** Change 2" GATE VALVE on water service line to 2" CURB STOP. ** Change 2" CORP STOP on water service to 2" CURB STOP. ** Change 2" CORP STOP on water service to 2" CURB STOP. ** PLATE W -2: Water meter box cover must be Touch Read Lid. ** PLATE W -2: Water Service Line must be SCH 40 PVC. ** PLATE W -2: Remove "JEA" from meter in detail. ** PLATE W -2: Connection to existing water main requires Double Strap Tapping Saddle with Corp. Stop. ** PLATE S -1: Sanitary Sewer manhole cover must be hinged style and with raised lettering identifying COAB and not JEA. Contact Malcolm Clemons at mclemons(a coab.us for CAD detail. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will he printed on your permit as Conditions of 'Approtal) ** Ensure all meter boxes. sewer cleanouts and valve covers are set to grade and visible. ** A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Clcanout to be set to grade and visible. cc: Gate Petoleum/Becky Hamilton City of Atlantic Beach/Toni Gindlespergcr, Bldg. Dept. r.f.±14 City of Atlantic Beach d t ,,\ Building Department APPLICATION NUMBER `. I 800 Seminole Road (To be assigned by the Building Departmepppt.) + Atlantic Beach, Florida 32233 -5445 i -f 1 P ' 4 Phone (904) 247 -5826 Fax (904) 247 -5845 Y ye �'� y9 / E -mail: building- dept @coab.us Date routed: O 2 City web -site: http: / /www.coab.us si APPLICATION REVIEW AND TRACKING FORM Property Address: . �,1 / i p A Y De•artment review required Yes No :uildin• Applicant: , I 1 ' I Z o n i n g • - - ' a Fninis rator Project: f / / 0 / ublic Work 1 d illipli - - - -- Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation — — — St. Johns River Water Management District — Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: p prove d. 1 1Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: --- Date: it 10 t TREE ADMIN. — Second Review: 1 'Approved as revised. 1 (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. Denied. Comments: Reviewed by: Date: revised 07/27/10 1 CITY OF ATLANTIC BEACH - 800 SEMINOLE ROAD ±3 "� ATLANTIC BEACH, FL 32233 (904) 247 -5800 9 BUILDING DEPARTMENT REVIEW COMMENTS Date: 11/10/15 Permit: 15 -CVPR -2411 Applicant: Bradford Davis, PE Review: 1 Address: 13901 Sutton Park S. St. 200 Site Address: 535 Atlantic Blvd. Phone: 739-3655 RE #: 170678 0000 Email: bdavis @prosserinc.com Correction Comments: Building Department comments for Site Development plans only. Not for vertical construction. Site Development plans are approved. Comments: 1. Please obtain a Demolition Permit before demolition begins. Application for the Demolition Permit should include an asbestos survey and statements that all utilities are disconnected and safe. Demolition inspections: -First inspection to be made after all utility connections have been disconnected and secured in such manner that no unsafe or unsanitary conditions shall exist during or after demolition operations. -Final inspection to be made after all demolition work is completed. 2. Accessible parking does not appear to comply with .FBC- Accessibility, Section 208.3, shortest route to entrance and protection from weather. Please review accessible parking for final plans. 3. Note: Tactile, detectable warnings are still required at FDOT right -of -ways, but they are no longer required in the FBC- Accessibility. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 541/535/501 Atlantic Boulevard, Atlantic Beach, FL 32233 Permit Number: Legal Description See Attached Legal Description/Survey Parcel # 170672 -0100; 170684 -0000 & 170678 -0000 400 Valuation of Work $ TBA Pr oposed Wo r k O hea /cooled 6,400± SF n o n - heated /cooled NA Class of Work (circle one): COO Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial Residential If an existing structure, is a fire sprinkler system instal es: c e one): Yes No Florida Product Approval # TBD For multiple products use prod ap proval form Describe in detail the type of work to be performed: Site development plan for new site improvements for a proposed Automotive Service Station with Minor Automotive Service and parking for an existing restaurant. Property Owner Information: Name: Gate Petroleum Company Attn: Becky Hamilton Address: PO Box 23627 City Jacksonville State FL Zip 32257 -3627 Phone (904) 448 -3027 E -Mail or Fax # (Optional) BHamilton@gatepetro.com Contractor Information: Company Name: TBD Qualifying Agent: TBD Address: NA City NA State NA Zip NA Office Phone NA Job Site/ Contact Number NA Fax # NA State Certification /Registration # NA Architect Name & Phone # Ebert Norman Brady Architects, Rick Batoon, R.A. (904) 241 -9997 Engineer's Name & Phone # Prosser, inc., Brad Davis. P.E. (904) 739 -3655 Fee Simple Title Holder Name and Address Gate Petroleum Company, see above Bonding Company Name and Address TBD Mortgage Lender Name and Address NA Application is hereby made to obtain a permit to do the work and installations as indicated. / certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be pe ornied to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6J months, or if construction or work is suspended or abandoned for a_ pertad ofsix (6) months at any time after work is commenced. / understand that separate permits must be secured or Electrical Work, P /umbing, Signs, Wells, Poo /s, Furnaces, Bo Heaters, Tanks and Air Conditioners, etc. COMMENCEMENT MAY OWNER: N YOUR PAYING TTWIOCEFOR NOTICE TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / hereby certify that / have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting ofa permit does not presume to give authority to violate or cancel the provisions ofany otherfederal, state, or local law regulating construction or the performance ofconslruction. Signature of Own- + (' «-41 / . '��l L Signature of Contractor Print Name R�64 A. /- IA,u /c 7d A/ Print Name Swor tto and subscribed before me Sworn to and subscribed before me this /cf /'^D of 6 CTnP - 72.-- , 20 /S this _Day of . 20 t - 7 .--/-t -- No ry blic Notary Public � IJAR.HED TAt1EY Revised 01.26.10 "- MY OMISSION iEEM90925 EXPIRES: Api 27, 2017 '"�„tw,lh. Baled Iry NolarPiticUndero6a 13901 Sutton Park Drive South, Suite 200 R1I3SSE Jacksonville, Florida 32224 -0119 ' p 904.739.3655 f 904.730.3413 Www. prosserinc.com October 12, 2015 Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: Gate Petroleum Company Site Development Plan Submittal Automobile Service Station with Minor Automotive Service Atlantic Boulevard, Atlantic Beach, Florida Parcel #'s: 170672 -0100 (541 Atlantic Boulevard); 170684 -0000 (535 Atlantic Boulevard) & 170678 -0000 (501 Atlantic Boulevard) Dear Mr. Arlington: On behalf of Gate Petroleum Company, please find attached the Site Development Plan submittal package and required payment for the above referenced property pursuant to Section 24 -67 of the City of Atlantic Beach Code of Ordinances. The Site Development Plan submittal includes site improvements to accommodate an Automotive Service Station with Minor Automotive Service as well as parking for the existing restaurant located at 501 Atlantic Boulevard. The proposed development follows ours discussions with the Building and Zoning Director and submittal of preliminary sites in April -June, 2014 and our receipt of the attached Zoning Confirmation letter dated October 7, 2014. The existing building located at 535 Atlantic Boulevard (Parcel # 170648 -0000) would be demolished to accommodate the proposed development. A permit application will be submitted prior to demolition of the building at 535 Atlantic Boulevard. Please let us know if you need any other information to complete your review and approval of this submittal. Thank you for your assistance, PRO - . J. Bradfori Davis, PE, LEED AP Principal hakt'v% 5 C pro SSe_e', iC. Lo 4Y7 CC: Gate Petroleum Company (Attention: Becky Hamilton) Enclosures: Completed Application Form Owner Authorization Five (5) sets of Signed and Sealed Plans Two (2) sets of Sign and Sealed Calculations Application Fee — Check for $300 (Engineering and Utility Review Fees) Zoning Confirmation Letter — October 7, 2014 Community iviar agement Energy Relationships, rs! �i-r, City of Atlantic Beach fi 11; \ Building Department D APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Departure t.) Sys ppp "' i Atlantic Beach, Florida 32233 -5445 ..4 � / ��y� � � Phone (904) 247 -5826 Fax (904) 247 -5845 C Y �J;;y� / E -mail: building- dept @coab.us City web -site: http: / /www.coab.us Date routed: Q Z / ' i...„ APPLICATION REVIEW AND T ACKING FORM / Property Address: i /1 i • 40 rd De • artment review required Yes No r:uildin• Applicant: A , - 1 " i / 4 - annin. & Zonin ` :mints rator _al Project: j V/ ri/ &vij rblic Wor. -- — Swicil cue Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1 JApproved . Denied. (Circle one.) Comments: C BUILDING J � � PLANNING & ZONING Reviewed by. Date: 1 I fi TREE ADMIN. — �wi Second Review: ' (Approved as revised. IC Denied. PUBLIC WORKS Comments: 56e, cemplen PUBLIC UTILITIES PUBLIC SAFETY eviewed by: 1 ,/ Date: FIRE SERVICES Third Review: J proved as revised. 'Denied. Comments: 5-e e (rl / v 7 1 to mF- Reviewed by. tie'('Date: ..P/ b_Qhfjfa__ 2evised 07/27/10 I 13901 Sutton Park Drive South, Suite 200 ROSSER ' ' Jacksonville, Florida 32224 -0119 p 904.739.3655 f 904.730.3413 Www.prosserinc.com October 12, 2015 Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: Gate Petroleum Company Site Development Plan Submittal Automobile Service Station with Minor Automotive Service Atlantic Boulevard, Atlantic Beach, Florida Parcel #'s: 170672 -0100 (541 Atlantic Boulevard); 170684 -0000 (535 Atlantic Boulevard) & 170678 -0000 (501 Atlantic Boulevard) Dear Mr. Arlington: On behalf of Gate Petroleum Company, please find attached the Site Development Plan submittal package and required payment for the above referenced property pursuant to Section 24 -67 of the City of Atlantic Beach Code of Ordinances. The Site Development Plan submittal includes site improvements to accommodate an Automotive Service Station with Minor Automotive Service as well as parking for the existing restaurant located at 501 Atlantic Boulevard. The proposed development follows ours discussions with the Building and Zoning Director and submittal of preliminary sites in April -June, 2014 and our receipt of the attached Zoning Confirmation letter dated October 7, 2014. The existing building located at 535 Atlantic Boulevard (Parcel # 170648 -0000) would be demolished to accommodate the proposed development. A permit application will be submitted prior to demolition of the building at 535 Atlantic Boulevard. Please let us know if you need any other information to complete your review and approval of this submittal. Thank you for your assistance, PRO J. Bradfor Davis, PE, LEED AP Principal bdorv.;54 prosser �o ✓� CC: Gate Petroleum Company (Attention: Becky Hamilton) Enclosures: Completed Application Form Owner Authorization Five (5) sets of Signed and Sealed Plans Two (2) sets of Sign and Sealed Calculations Application Fee — Check for $300 (Engineering and Utility Review Fees) Zoning Confirmation Letter — October 7, 2014 Community 1 Management 1 Energy 1 Relationships, BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 541/535/501 Atlantic Boulevard, Atlantic Beach, FL 32233 Permit Number: Legal Description See Attached Legal Descrintion/Survey Parcel # 170672 - 0100. 170684 - 0000 &170678 - 0000 Valuation of Work $ TBA Proposed Work 6A00± ea /cooled 6,400± SF n - heated /cooled NA Class of Work (circle one): Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): ommercial Residential If an existing structure, is a fire sprinkler system instal el: " c e one): Yes No CV /A) Florida Product Approval # TBD For multiple products use product approval form Describe in detail the type of work to be performed: Site development plan for new site improvements for a proposed Automotive Service Station with Minor Automotive Service and parking for an existing restaurant. Property Owner Information: Name: Gate Petroleum Company Attn: Becky Hamilton Address: PO Box 23627 City Jacksonville State FL Zip 32257 -3627 Phone (904) 448 -3027 E -Mail or Fax # (Optional) BHamilton @gatepetro.com Contractor Information: Company Name: TBD Qualifying Agent: TBD Address: NA City NA State NA Zip NA Office Phone NA Job Site/ Contact Number NA Fax # N A State Certification /Registration # NA Architect Name & Phone # Ebert Norman Brady Architects, Rick Batoon, R.A. (904) 241 -9997 Engineer's Name & Phone # Prosser, inc., Brad Davis. P.E. (904) 739 -3655 Fee Simple Title Holder Name and Address Gate Petroleum Company, see above Bonding Company Name and Address TBD Mortgage Lender Name and Address NA Application is hereby made to obtain a permit to do the work and installations as indicated. / certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be pe ormed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for apperiod of six (6) months at any time after work is commenced . I understand that separate permits must be secured for Electrical {Pork, Plumbing, Signs, Wells, Pools, Furnaces, Bo Heaters, Tanks and Air Conditioners, etc COMMENCEMENT W MAY RESULT UL IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / hereby certi6, that / have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be comp lied with whether specified herein or not. The granting ofa permit does not presume to gyve authority to violate or cancel the provisions ofany other federal, state, or local law regulating construction or the performance ofconslruction. Signature of Own- + efor —A , 'X' 7 L Signature of Contractor Print Name Rt&x4 A /NA/U/L 7d// Print Name Sworp_to and subscribed before me Sworn to and subscribed before me this /a' /" D of rrlI 6 LTcl 72_ .20 /C this • Day of , 20 N � � � No ry blic Notary Public MAaaE D.TALLEY Revised 01.26.10 No wt MY COML�SSpNtEE86U9p5 � s 4 � : Mntzt , 2ott ;a• Bcodurrhnr WharPi6fictidmNlMs • ■ Detail by Entity Name FLORIDA DEPARTMENT OF STATE 1 - " •.I .. Home Contact Us E- Filing Services Document Searches Forms Help INN. '. .b' Detail by Entity Name Florida Profit Corporation GATE PETROLEUM COMPANY Filing Information Document Number 238352 FEI /EIN Number 59 0904473 Date Filed 07/09/1960 State FL Status ACTIVE Last Event CORPORATE MERGER Event Date Filed 06/28/2012 Event Effective Date 06/29/2012 Principal Address 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Changed: 01/29/2007 Mailing Address P.O. BOX 23627 JACKSONVILLE, FL 32241 Changed: 01/29/2007 Registered Agent Name & Address GWALTNEY, JOSEPH F, Jr. 9540 SAN JOSE BLVD JACKSONVILLE, FL 32257 Name Changed: 09/21/2015 Address Changed: 03/28/2005 Officer /Director Detail Name & Address Title Chairman, Director Copyright © and Privacy Policies State of Florida, Department of State 10/12/2015 10:15 AM Detail by Entity Name 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title DVP PEYTON, H HILL 9540 SAN JOSE BLVD JACKSONVILLE, FL 32257 Title DVP LUKE, JOSEPH C 9540 SAN JOSE BLVD JACKSONVILLE, FL 32257 Title COO, Director, VP RHODES, T MITCHELL 9540 SAN JOSE BLVD JACKSONVILLE, FL 32257 Title DVPTAS, CFO LUEDERS, JACK C, Jr. 9540 SAN JOSE BLVD JACKSONVILLE, FL 32257 Title President, Director, CEO PEYTON, JOHN S 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP DILL, DAVID G 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP, Asst. Secretary FRICK, DREW D 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP GLAVIN, THOMAS M 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP 10/12/2015 10:15 AM Detail by Entity Name GWIN, DEAN 0 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP HAMILTON, REBECCA A 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP HOOVER, ROBERT B 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP LOVE, WILLIAM M 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP MCMAHON, JOHN C 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP NAIL, GEORGE E 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP WILSON, KENNETH P 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title VP, Secretary GWALTNEY, JOSEPH F, Jr. 9540 SAN JOSE BLVD. JACKSONVILLE, FL 32257 Title Asst. Secretary HILDEBRAND, LUCAS J 9540 SAN JOSE BLVD JACKSONVILLE, FL 32257 10/12/2015 10:15 AM Detail by Entity Name Annual Reports Report Year Filed Date 2014 04/08/2014 2015 02/18/2015 2015 09/21/2015 Document Images 09/21/2015 -- AMENDED ANNUAL REPORT View image in PDF format 02/18/2015 -- ANNUAL REPORT View image in PDF format 1 04/08/2014 -- ANNUAL REPORT View image in PDF format 10/16/2013 -- AMENDED ANNUAL REPORT View image in PDF format 04/02/2013 -- ANNUAL REPORT View image in PDF format 06/28/2012 -- Merger View image in PDF format 06/25/2012 -- Merger View image in PDF format 04/18/2012 -- ANNUAL REPORT View image in PDF format 01/21/2011 -- ANNUAL REPORT View image in PDF format 1 04/06/2010 -- ANNUAL REPORT View image in PDF format 04/28/2009 -- ANNUAL REPORT View image in PDF format 1 02/29/2008 -- ANNUAL REPORT View image in PDF format 1 01/29/2007 -- ANNUAL REPORT View image in PDF format 1 01/20/2006 -- ANNUAL REPORT View image in PDF format 03/28/2005 -- ANNUAL REPORT View image in PDF format 1 04/01/2004 -- ANNUAL REPORT View image in PDF format 1 01/21/2003 -- ANNUAL REPORT View image in PDF format 05/01/2002 -- ANNUAL REPORT View image in PDF format 04/25/2001 -- ANNUAL REPORT View image in PDF format 1 03/15/2000 -- ANNUAL REPORT View image in PDF format 1 03/01/1999 -- ANNUAL REPORT View image in PDF format 02/11/1998 -- ANNUAL REPORT View image in PDF format 1 04/03/1997 -- ANNUAL REPORT View image in PDF format 1 03/26/1996 -- ANNUAL REPORT View image in PDF format 1 03/29/1995 -- ANNUAL REPORT View image in PDF format 10/12/2015 10:15 AM Detail by Entity Name 10/12/2015 10:15 AM Owner Authorization Date: October 12, 2015 Re: Agent Authorization for the following site location: 541 Atlantic Boulevard Real Estate #: 170672 -0100 535 Atlantic Boulevard Real Estate #: 170684 -0000 501 Atlantic Boulevard Real Estate #: 170678 -0000 To Whom It May Concern: You are hereby advised that the undersigned is owner of the property described above. Said owner hereby authorizes PROSSER, INC. to file application(s) for City of Atlantic Beach Site Development Plan application for the above referenced property and in connection with such authorization to file such applications, papers, documents, requests and other matters necessary for such requested change. OWNERS: GATE PETROLEUM COMPANY B : e��ca4 iui t 7 Print Name: Rebecca A. Hamilton Title: Vice President STATE OF FLORIDA COUNTY OF DUVAL The foregoing affidavit was sworn and subscribed before me this 12 day of October, 2015, by Rebecca A. Hamilton, the Vice President of GATE PETROLEUM COMPANY, a Florida corporation. She is personally known to me. '// L . L./4/3Z_ otary Signature) Wit' "ri }�,_ MARL.ENE D. TALLEY 1*: ! MY COMMISSION 1 EE 880925 f '' Baded uNo y' yP en Project Design Calculations and Notes Gate Petroleum- Automobile Service Station with Minor Automotive Service Atlantic Beach Calculations Atlantic Beach, FL Prepared for: Gate Petroleum Issued for Permit: October 12, 2015 PH Project No. 114001.01 PROSSER'M 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224 -0229 p 904.739.3655 f 904.730.3413 www.prosserinc.com Community 1 Management 1 Energy 1 Relationships TABLE OF CONTENTS Gate Petroleum Automobile Service Station with Minor Automotive Service Atlantic Beach, Florida COVER NARRATIVE • Project Description ATTACHMENTS A Pre Development Calculations B Post Development & Pond Calculations C ICPR Model , t `" P� F p R C Eti • ; O * . • -a ► TA . * • : J ' A t A r-4 9 06Y) ,P .Acl e , Supplemental Information Provided by Others — For Information Only D Geotechnical Report dated October 14, 2014 • Provided by AMEC — Not a Prosser Work Product PROJECT DESCRIPTION Gate Petroleum Automobile Service Station with Minor Automotive Service Atlantic Beach, Florida The project involves the construction of a 6,400 SF building and associated infrastructure that will serve as an Automobile Service Station with Minor Automotive Service for the Gate Petroluem Company on 1.84 acres on Atlantic Blvd in Atlantic Beach, FL. PRE - DEVELOPMENT SITE INFORMATION The site currently consist of a one empty lot, a two story office building, restaurant and associated parking. The existing uses have no means of stormwater treatment or attenuation. The topography generally slopes from South to North and is collected in the ROW by two ditch bottom inlets. POST - DEVELOPMENT SITE INFORMATION The proposed construction will demolish the existing office building and associated parking while maintaining the restaurant during construction. A new 6,400 square foot building will be constructed on the remainder of the site. For all disturbed areas onsite, a wet detention pond with bulk head will be constructed to treat and attenuate the runoff. After reaching the treatment elevation, two control structures will slowly release water into the same ditch bottom inlets as the site did in the existing condition. Maintenance The applicant will be responsible for all maintenance. ATTACHMENT A P�OSSER Gate Petroleum at Atlantic Beach Pre Development PH# 114001.01 Date: October 2015 Drainage Area - Pre - 1 Project Area (Ac.): 1.65 Pervious Area (Ac.): 0.49 Impervious Area (Ac): 1.15 Diner Area (Ac.): 0.19 Pervious Area (Ac.): 0.00 Impervious Area (Ac.): 0.19 Total Area (Ac.): 1.84 Curve Number CN of Pervious Area (Ac.): 79 *From TR -55, Table 2 -2a. Assume: CN of Impervious Area (Ac.): 98 Open Space, Fair Condition, HSG: C/D (Web Soil Survey) Geotech confirms adequate drainage ( >24" to SHGWT) Weighted CN= 93 Time of Concentration For the first 300 LF of flow, assume sheet flow From 0' to 300' : T Travel Time (hr) n = 0.094 *From TR -55, Table 3 -1 assume light underbrush L = 220 If P2 = 5.04 in *FDOT Intensity Duration Curve Figure 5 - 5 s = 1.323% T = 0.20 hrs 11.91 min. For remaining distance use Shallow Concentrated Flow From 300' to 460' : s = 0.000% Velocity is estimated using TR -55, Figure 3.1 V = 5.00 fps T, Travel Time (hr) L = 0 If T2= 0.00 hrs 0.00 min. Total Surface Runoff Travel Time TTOTAL= 0.20 hrs = 11.91 mins ATTACHMENT B PROSSER Gate Petroleum at Atlantic Beach PH# 114001.01 Date: October 2015 Post Basin Drainage Area Project Area (Ac.): 1.65 Pervious Area (Ac.): 0.45 Impervious Area (Ac): 1.20 Pond Area (Ac): 0.12 @ Normal Water Diner Area (Ac.): 0.19 Pervious Area (Ac.): 0.00 Impervious Area (Ac.): 0.19 Total Area (Ac.): 1.84 Curve Number *From TR -55, Table 2 -2a assume: CN of Pervious Area (Ac.): 79 -Open Space in Fair Condition Hyd. Soils Group C/D CN of Impervious Area (Ac.): 98 Weighted CN= 93 Treatment Volume Based on 1" of runoff over entire drainage basin TV= 0.14 ac -ft Based on 2.5" of runoff over impervious areas TV= 0.25 ac -ft Therefore the Treatment Volume = 0.25 ac -ft ill Gate Petroleum at Atlantic Beach WET DETENTION POND CALCULATIONS PROSSER HALLOCK, INC. PROSSER HALLOCK, INC. PERMANENT POOL VOLUME TREATMENT VOLUME STAGE vs. STORAGE CALCULATIONS STAGE vs. STORAGE CALCULATIONS BASIN NAME . Gate Petroleum at Atlantic Beach BASIN NAME : Gate Petroleum at Atlantic Beach Proj. No. : P118 114001.01 Proj. No. : P118 114001.01 DATE : 12- Oct -15 DATE : 12- Oct -15 LAKE DATA LAKE DATA NWL ELEV. 4.2(1 Feet TOP OF BANK ELEVATION 7.95 Feet AREA AT NWL 0.12 Acres _ AREA AT TOB ((.1 Acres _ _ BOT. ELEVATION -3.80 Feet NWL ELEVATION 42(1 Feet AREA AT BOT. 0.01 Acres AREA AT NWL 0.12 Acres REQUIRED PERM. 'REQUIRED TREAT. 0.25 AC. - FT. POOL VOLUME 0.45 Ac.Ft VOLUME . • DEPTH INCREMENT 0 20 Feet DEPTH WCREMENT 0.10 Feet LAKE BANK SLOPE 1 LAKE BANK SLOPE 1 : I DEPTH OF POND TOTAL DEPTH OF POND TOTAL WATER ELEVATION AREA STORAGE WATER ELEVATION AREA STORAGE (Feet) (Acres) (Ac.Ft) (Feet) (Acres) (Ac.Ft) TOTAL - -> 0.45 I I TOTAL - -> 0.45 8.00 4.20 0.120 0.451 2 10 6.30 0.120 0.252 n n1 , -3.80 0.012 0.000 a (nl 4.20 0.120 0.000 0.20 -3.60 0.013 0.002 0.10 430 0.1.20 .0.012 040 -3.40 0.014 0.005 0.20 4.40 ((.120 - 0.024 0.60 -3.20 0.016 0.008 0.30 4.50 0.120 0.036 0.80 -3.00 0.017 0.012 040 4.60 0.120 0.048 1.00 -2.80 0.019 0.015 0.50 4.70 0.120 0.060 1.20 -2.60 0.021 0019 0.60 4.80 0.120 0.072 1.40 -2.40 0.023 0.024 0,70 4.90 0.120 0.084 1.60 -2.20 0.024 0028 0.80 5.00 0.120 0.096 1.80 -2.00 0.026 0.033 0.90 - 5.10 0.120 0.108 2.00 -1.80 0.028 0.039 100 5.20 0.120 0.120 • 2.20 -1.60 0.030 0.045 1.10 5.30 0.120 0.132 2.40 -1.40 0.032 0.051 120 5.40 0.120 0.144 2.60 -1.20 0.035 0.058 1.30 5.50 0.120 0.156 2.80 -1.00 0.037 0.065 1.40 5.60 0.120 0.168 3.00 -0.80 0.039 0.072 1.50 5.70 0.120 ((.180 3.20 -0.60 0.041 0.080 1.60 5.80 0.120 0.192 3.40 -0.40 0.044 0.089 1.70 5.90 0.120 0.204 3.60 -0.20 0.046 0.098 1.80 6.00 0.120 0.216 3.80 0.00 0.049 0.107 1.90 6.10 ((.120 0,228 4.00 0.20 0.052 0.118 2.00 6.20 0320 0.240 4.20 0.40 0.054 0.128 2 .1 0 6.30 0.120 0.252 4.40 0.60 0.057 0.139 2.20 6.40 0.120 0.264 4.60 0.80 0.060 0.151 2.30 6.50 0.120 0.276 4.80 1.00 0.063 0.163 2.40 6.60 0.120 0.288 5.00 1.20 0.066 0.176 2.50 6.70 0.120 0.300 5.20 1.40 0.069 0.190 2.60 6.80 0.120 0.312 5,40 1.60 0.072 0.204 2.70 6.90 0.120 0.324 5.60 1.80 0.076 0.219 2.80 7.00 0.120 0.336 5.80 2.00 0.079 0.234 2.90 7.10 0.120 0.348 6.00 2.20 0.082 0.250 3.00 7.20 0.120 0.360 6.2(1 2.40 0.086 0.267 3.10 7.30 0.120 0.372 6.40 2.60 0.089 0.285 3.20 7.40 0.120 0.384 6.60 2.80 0.093 0.303 3.30 7.50 0.120 0.396 6.80 3.00 0.097 0.322 3.40 7.60 0.120 0.408 7.00 3.20 0.100 0.342 3.50 7.70 0.120 0.420 7.20 3.40 0.104 0.362 3.60 7.80 0.120 0.432 7.40 3.60 0.108 0.383 330 7.90 0.120 0.444 7.60 3.80 0.112 0.405 3.75 7.95 0.120 0.450 7.80 4.00. . 0.116 0.428 3.75 7.95 0.1.20 0.450 8.00 4.20 0.120 0.452 .. 7 0.120 0.450 ■ P ROSSER Gate Petroleum at Atlantic Beach PH# 114001.01 Date: October 2015 Pond Using the orifice equation Q (cfs)= Rate of Discharge Q= CA.J2gh A (s2 Orifice Area g (ft/sec )= Gravity h (ft)= Depth of water above flow line C= Constant Discharge rate to drawdown half the treatment volume: TV (ft 10,880 *Treatment Volume TV t (hrs)= 24 *Recovery Time Q 2 tCF 79 -Open Spa CF (sec /hr)= 3600 `Conversion Factor 83 -1/4 acre Residential Hyd. Soils Group C 79 -Open Space in Fair Condition Hyd. Soils Group C Q= 0.06 cfs Depth of Water h (ft)= 2.10 *Depth of water between top of TV and flow line (h + h h2 (ft)= 1.05 *Depth of water between the stage when h = 2 half TV has been released 2 h= 1.575 ft Solving for A A = C J2 gh A= 0.01 sf Therefore the diameter of the orifice: /4A D= 0.12 ft D _ V 7r or 1.38 in Therefore the diameter should be 1.50 in. P ROSSER Gate Petroleum at Atlantic Beach PH# 114001.01 Date: October 2015 Wet Detention Pond's Permanent Pool Volume PPV =(RT) (FR) = DA (C x PPV= Permanent Pool Volume (ac -ft) ws RT= Residence Time (days) Based on pond with non - littoral zone option FR= Average Flow Rate (ac-ft/day) The average flow rate (FR) during the wet season (June- October) can be expressed by: where: DA= 1.65 (Drainage Area to Pond (Ac.)) Impervious Area= 1.20 Pervious Area= 0.45 Weighted C= 0.83 Runoff Coeficients taken from Table 24 -1 of SJWRMD "Applicants Handbook" R= 29 Wet Season Rainfall Depth (in) From Figure 29 -1 of SJWRMD "Applicants Handbook" PP necc'xexxr WS= 153 Length of wet season (days) 12•N5 Substituting the first equation into the second gives: PPV= 0.45 REQUIRED For available PPV see Lake Calculations Sheet ATTACHMENT C .y r min a �j a c o0 0 oo H y 0 O U 8 d > i. M 1) a o w U H 0 O DO O P4 .b 0 O 0 Z •o 1 0 " 0 roam F O> 0 o 0 o c 0 Nora v„ ) 0 0 J 0 0 FC . v c • z ga H 4J ro F a� rn H r 0 0 0 ( wrn w tr .0H 0 0 O --i 0 0. 0 O O) -i b+ IT U) ,C M " x Z U) $-1 G O. 'O --) N 0 4) --i 0 m N N E G C 0 co (0 5 rn O. --I M O --I .) ) 0 H 4-1 U a) 4- CA U FA . --I N .0 0 " b 0d U) H X b CO v) F £ m O rn En rn N C P, $ U C1 P] PL fA W U+ W 0 rC >F£ P�OOrn>■ a aa oomamwwx '"" w 0 N oa cd x 3 co O00004000eo ro o W o Q40DO 01 OO4D £ ri U W O O CA O O l0 O O N N 0 0 3 0 00 )f000)001!) 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