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CONDITIONS/DEMOLITION PLAN C3.0 SITE LAYOUT PLAN 13901 Sutton Park Drive South, Suite Q E- C4.0 PAVING, GRADING AND DRAINAGE PLAN w JadcwnYlAe Florido 322'1 C4.1 CANOPY GRADING AND JOINT SPACING PLAN o w , C5.0 UTILITY PLAN C6.1-C6.3 GRADING AND DRAINAGE DETAILS w D C7.0 EROSION AND SEDIMENT CONTROL DETAILS rY o p•904.739.3655 f e 904.730.3413 e•info@ 11kk wm C8.0 STORMWATER POLLUTION PREVENTION PLAN ' o C9.0 STORMWATER POLLUTION PREVENTION PLAN rn Fla. Certifi of Authorization No. 50 -CONTRACTORS CERTIFICATION w U NOT A PROSSER WORK PRODUCT w ( L-1 LANDSCAPE PLAN ami M SL-1.0 PHOTOMETRIC PLAN E a� v ca Z ENGINEER RF RECORD: ISSUED: OCTOBER 12, 2015 Q �>'` No. Date Revision Name:J.Bradford .is�. Nurtab� FL#62576 E - 1 10-12-15 CITY OF ATLANTIC BEACH a - U 2 12-23-15 COAB/ FDOT/ SJRWMD o t °. ST/a�E OF _ 3 02-05-16 COAB Si nature: � � Datil � 6 tb o 4 . OFFICE COPY GATE PETROLEUM AUTOMOTI E SE ICE S T1 N TO 0 S C C CH 541 Al L NTIC 535 T 501 ATLANTIC BLVD RE# 170678 UA'� o r i Prosser No. 114001.01 I Map Showing Boundary Survey LOTS 788 THROUGH 799 AND 803 THROUGH 809, INCLUSIVE, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY LSREF2 CHALK REO, LLC N STUFRDIVANT AVENUE e (50• R/W) ASPHALT CONIC FLUME ASPHALT �X CB CONC DRIVE NODID/2 IP CONC DRIVE 350' coNc DRIVE osT s 349.85' 5 h ' S89°24'20"W g 2s ., .vr,:.,uv,:,.,,:,rx..::ni.-,� ......,.a. .�<.,.aw.. ,..,....,.. ,.,:,x „,v-..«,..,....... " ,., ,. ., .,.,z, r,,,xx..,U,,, vx,,,,,x. �."„"., .. „ ,w, �. . ,,. „..r,.., ,r, ,,, .,., , x.,:,�,.x.,a. X49.5 Ah SLY R UNE ,� S89 24 20 W , s.1' 25.8' a w, ,, ;w,,,. 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P.x',�,'''s,,.,xxw,.>,.,., w,a.H+.fl&.F� >.x.,.., », s,„e e.,S — „ µ 2 CONIC CURB Cm 3 I ASPHALT ASPHALT r ATLANTIC BOULEVARD (105' FR/W) FIRST AMERICAN TITLE INSURANCE COMPANY LEGEND GRAPHIC SCALE FILE NUMBER 2080-3202172 R/W = RIGHT OF WAY EFFECTIVE DATE: JULY 10, 2014 P.B. = PLAT BOOK 20 0 10 20 40 60 IP = IRON PIPE SCHEDULE B — SECTION 2 IR = IRON ROD CLF = CHAIN LINK FENCE EXCEPTION RECORDED DESCRIPTION COMMENTS CONIC CONCRETE NUMBER DOCUMENT GENERAL NOTES OHU = OVERHEAD UTILITY ( W FEET ) FND = FOUND 1 inch = 20 ft. 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF WBF WOOD BOARD FENCE T AFFECT 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT DOES NO A SYSTEM,LANE COORDINATE Y M ATLANTIC BOULEVARD AS N89'25 12 E PER STALE P BFP = BACKFLOW PREVENTER BLANKETS LOTS 789. 790, 793, 794, 798, 803, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. BGV = BELOW GROUND VAULT 805, 807. 808 & 809; 5 PERPETUAL EASEMENT FOC = FIBER OPTIC CABLE ON LOTS 789, 790, 793, 794, 798, 808 & 809 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. CB = CATCH BASIN SHOWN HEREON 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE A ACTUAL /�+ 10 O.R.B. 3472. PG. 821 RESOLUTION REMOVES 5 PERPETUAL EASEMENT GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT P = PLAT OFFICE COPY FROM LOTS 803. 805 & 807 SHOWN OR LOCATED. = MAILBOX 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES SHOWN ON LOTS 805 & 808 ® = GUARD POST 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X” (AREA DETERMINED TO BE LIGHT POLE 13 PLAT BOOK 10. PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKETS SITE = SANITARY SEWER MANHOLE 14 O.R.B. 13362, PG. 1476 ASSIGNMENT BLANKETS SITE OUTSIDE THE 0,29 ANNUAL CHANCE FLOODPLAIN), 7 SHOWN J FLOOD [103.8'] = PERPENDICULAR BUILDING TIE INSURANCE RATE MAP 0409H, COMMUNITY N0. 120075 DATED JUNE 3, 2013. f� = NUMBER OF REGULAR PARKING SPACES HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. ,.0 = HANDICAP PARKING SPACE T= SIGN RENSION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. ® = CLEAN OUT UTILIZE THE GRAPHIC SCALE AS SHOWN. THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL = PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF = WATER VALVE COVER AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION p = WATER METER 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN 8 = TELEPHONE PEDESTAL AND STATED HEREON. /n'., = POWER POLE THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VAUD Z X = FOUND X-CUT RAISED IT BEARS THE SIGNATURE AND THE ORIGINAL C c r PROFESSIONAL SURVEYORS&MAPPERS • = FOUND 1/2” IRON PIPE — NO ID RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND Associates W (UNLESS NOTED OTHERWISE) MAPPER (CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE). J ® = SET 1/2" IRON PIPE "CLARY ASSOC" LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 A, WWW.CLARYASSOC.COM JOB No. 2014-315 DRAFTING: MJC PARTY CHIEF: HENDERSON F.E. 805L ,Pg. 50-53 CAD FILE: 2014-315.DWG CHECKED BY: DATE: 8-14-14 GREGORY B. CLARY, P.S.M. CERT. NO. 3377 FILE No.SS-3059 I TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 GENERAL NOTES: WATER NOTES (CONT'D): SANITARY S R NOTES: www.prosserinc.com 1. Topographic boundary survey, including property Tines, legal description, existing utilities, site 18. Contractor to coordinate all work with other utility installations not covered in these plans (Electric, 19. The contractor shall coordinate all water main flushing with COAB utility 1. The contractor shall obtain all permits required to complete the construction. Florida Certificate of Authorization topography with spot elevations, outstanding physical features and existing structure locations Telephone, Gas, Cable, etc.) and allow for their open tions and construction to be performed. Department. Flushing and disinfection procedures shall comply with AWWA C-651 for 2• Contractor shall coordinate the construction of sewer facilities with all other construction. Number: 00004050 was provided by CLARY AND ASSOCIATES. main disinfection. 3. furnish shop drawings to the Engineer for approval before ordering 19. Cut and fill slopes shall not exceed 4H:1V unless otherwise noted. Contractor shall Turn p g g pp g 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. I the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 21. All soils test reports shall be submitted to the Engineer for review and approval. Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered 21• Sample points for bacteriological sampling shall be located as follows: 3. All phases of site work for this project shall meet or exceed the City of Atlantic Beach site to: 1. Every 1000 feet and/or every dead end on a water main. 5. The existing utility facilities and locations shown on the drawings are taken from readily work specifications. a. Contractor shall follow OSHA Standard 29 CFR, s ction 1926.650 subpart P, which is now a art of 2• Point of tie-in to existing water system, available information. The actual locations of the utility facilities may vary somewhat from the P P locations shown and there may be utility facilities existing that are not shown or indicated on 3. Water main stubs more than 40 feet in length. 4. The contractor shall be held sole) responsible for and shall take all precautions necessary Laws of Florida Chapter 90-96. g Y 9 Y P P ry 22. Fire hydrants shall meet COAB standards. the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of to avoid property damage to adjacent properties during the construction phases of this b. The Contractor shall provide written assurance o compliance with this law. P P Y 9 1 P P 9 P the work and shall locate all underground facilities before beginning work. The contractor ro ect. c. A separate price item shall be included in their ase bid identifying the cost of compliance 23• New or relocated, underground water mains included In this project shall be laid to provide a P horizontal i to distance of at least three feet between the outside of the water main and the shall protect all utility facilities and repair any damages resulting from their work in d. A trench safety system shall be designed by the Contractor. outside d s n conformance with the contract documents and specifications and relocate if required at no cost 5• Warranty / Disclaimer: The designs represented In these plans are in accordance with 23. All areas shown to be filled shall be cleared and grubbed in accordance with Ci Standards and shall outside of any existing or proposed vacuum-type sanitary sewer, storm sewer, stormwater P q 9 City to the owner. established practices of civil engineering for the design functions. Neither the Engineer nor force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, be filled with clean structural fill compacted and tested in accordance with the geotechnical report. 6. The contractor shall stake the sanitary sewer system and.the storm sewer system and shall notify its personnel can or do warrant these designs or plans as constructed except in the specific F.A.C.; a horizontal distance of of least six feet between the outside of the water main and the the Engineer of any conflicts prior to installation of any pipe. cases where the Engineer inspects and controls the physical construction on a contemporary outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of at basis at the site. 24. All debris resulting from all activities shall be disposed of off-site by th® Contractor. least three feet between the outside of the water main and the outside of any existing or 7. Manholes shall be in conformance with COAB Standards. "TE 6. For boundary, roadway and building geometry information see engineering site plan. It shall 25. All existing trees to remain shall be protected and preserved. proposed gravity-type sanitary sewer if the bottom of the water main will be laid at least six 8. Type B bedding shall be used for this project unless indicated otherwise on the drawings. be the Contractor's responsibility to verify that the building dimensions shown on the inches above the top of the sewer); a horizontal distance of at least six feet between the 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. engineering plan agrees with the dimensions shown on the architectural plan. If any 26. The Contractor shall coordinate connection of proposed piping with all existing piping. outside of the water main and the outside of any existing or proposed pressure-type sanitary 9 dimensions do not agree, the architect, engineer and owner shall be notified and the sewer; wastewater force main, or pipeline conveying reclaimed water not regulated under Part Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the moisture content. SERVICE dimensions adjusted prior to commencing with construction. P AUTOMOBILE 6�ER`/'VE conform to curbing and low points as shown on plans. outside of the water main and all arts of an existing or proposed "on-site sewage 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of Y 7. The contractor shall notify all utility companies prior to construction for verification and P Y 9 P P 9 location of all utilities. 28. Contractor shall ensure that all new and existing dra nage structures, pipes, etc. are clean and treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC pipe and replaced with selected backfill properly compacted in 6 lifts. The material shall exhibit functioning properly at time of acceptance. 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM T / MINOR 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner ®f 9 P P Y P D1557) during the compaction operations. Compaction shall continue until densities of at least 95 M installation for all components of the project prior to purchase of materials and 29. Burning of trees, brush and other material shall not be permitted on property. 24• New or relocated, underground water mains that are included in this project and that will percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. 0111k construction. cross any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shat! AUTOMOTIVE 9. These engineering drawings may not show all of the City of Atlantic Beach standard details 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of be laid so the outside of the water main is at least six inches above the other pipeline or required to complete construction of this project. It shall be the contractors responsibility brick, or reddi-mix concrete with #57 stone. at least 12 inches below the other pipeline; and new or relocated, underground water mains 11. All sewer construction shall be accomplished by an underground utility contractor licensed under that the construction, outside City of Atlantic Beach right of way be in accordance with all 31. The Contractor shall restore all culverts, headwalls a storm drain inlets removed or disturbed b the that are included in this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. SERVICE current City of Atlantic Beach Standard Details and Specifications. Y sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12, All pipe lengths are horizontal distances and areapproximate. " q construction operation. titem The cost soffhthese items shall be included in the price bid for furnishing and PP 9 10. The contractor shall furnish certified as-builts , see As-Built Requirements on this sheet. shall be laid so the outside of the water main is at least 12 inches above or below the 9 Y 9 9 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] 11. Contractor shall verify and protect all existing trees and natural vegetation that are to 32. Should the surface or subsurface conditions differ from what is shown on these plans, the depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly lu ed or capped and marked until such time as connection is made inside the building. shallImmediatelyc t P gg pp g s II be cleared and rubbed to . contractor a contact the engineer.remain undisturbed. The areas indicated for construction ha g 9 25. At the utility crossings described in Part BLC.1.w, above, one full length of water pipe shall remove all roots and miscellaneous vegetation except specific trees that shall be protected 33. Corrugated Polyethylene Pipe (CPP), shall be per AAS TO M252 or 294 with smooth inner lining Type S be centered above or below the other pipelines so the water main joints will be as far as 14. The Contractor shall perform a television inspection of the sewers stem. Two full reports, from damage during construction with the use of tree barriers. with bell and spigot, silt-tight, rubber-Basketed joint . P P Y P possible from the other pipeline or the pipes will be arranged so that all water main joints including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location 12. All work shall d performed in o safe manner. All safety rules and guidelines of OSHA 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be are of least three feet from all joints in vacuum-type sanitary sewers, storm sewers, of services a of joint distance between manholes and an irregularities in the pipeline. The shall be followed. The Contractor shall be solely responsible for any injuries of his sized by contractor. stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of pe Y 9 P n employees, and any damage to private property or persons during the course of this project. Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be All costs associated with complying with OSHA regulations and the Florida Trench Safety Act sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not lamped as part of the final inspection. shall be included in the Contractors bid. 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed 13. All improvements shown shall be warranted by the Contractor to the Owner for a period of under FAC 62-555.314(5)] with theapproved plumbing P lens for the building. one year from date of acceptance by the Owner. If the work Is in the City Right-Of-Way 16. Contractor shall provide to the Engineer, a schedule of invert elevations of all sanitary manholes 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation prior to the placement of the Iimerock base course. This schedule shall be provided b the or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. shall be required. P P P Y WATER NOTES: q registered land surveyor submitting the "as-built" drawings for this project. 14. The Contractor shall contract with an independent testing laboratory to perform materials 1. The contractor shall obtain all permits required to complete the construction. 27• All water and sewer construction shall be accomplished by an underground utility contractor 17. All sewer mains shall be PVC (ASTM-3034) SDR-35 for depths to 12 feet, SDR-26 for testing and soil testing in accordance with the City requirement and the recommendations licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. outlined in the geotechnical report. This shall include density testing in all pavement areas 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage and in the utility trenches located in pavement areas, concrete testing and all other 2. Contractor shall coordinate the construction of iter facilities with all other construction. 28. All water mains shall terminate approximately 5 feet outside the building unless rate is 50 gpd per Inch of diameter per mile. ASTM C-828-86 or C-924. materials testing. otherwise noted. The and of these service lines shall be tightly plugged or capped and 15. The Contractor shall be responsible for obtaining all necessary permits and insurance 3. Contractor shall furnish shop drawings to the engine r for approval prior to beginning construction marked until such time as connection is made inside the building. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor required for the project. and purchasing materials. to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than 29. The contractor shall make application to utility company for the project water meter per inch of pipe diameter per mile per day for any section of the system; 2) Exftltration water mains, which shall be to City Health Department permit conditions. 4. All workmanship and materials shall conform to latest COAB Standards and and shall pay for all meter fees. or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air - 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards Specifications and applicable AWWA Standards. 30. The contractor shall be responsible to provide mitigating construction measures test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, details & materials, City of Atlantic Beach standard specifications & details and any other P PP in all cases where a minimum of 18 inches of vertical clearance between ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described standards, listed or referenced, are included in the project documents. water and sewer (including storm) lines is not possible. in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials 5. The existing utility facilities and locations shown on the drawings are taken from readily available appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. information. The actual locations of the utility facilities may vary somewhat from the locations shown 31. The contractor shall be responsible for providing water for construction use during entire 18. The contractor shall notify the City of Atlantic Beach 0 247-5814 a minimum of 24 hours and there may be utility facilities existing that are n it shown or indicated on the drawings. The course of project if necessary. prior to starting construction. contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 613. all underground facilities before beginning work. Thi contractor shall protect all utility facilities and 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints Contractor shall not work in the ROW from 7:00am to 9:OOam and from 4:OOpm to 7:OOpm. repair any damages resulting from their work. in coi formance with the contract documents and per COAB Standards. Work in the ROW shall only occur during daylight hours. specifications and relocate if required at no cost to he owner. 6• Water lines shall have a minimum of 36" cover fro finished rade. Maximum cover 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's GRADING AND DRAINAGE NOTES: 9 responsibility to obtain the permit through the St. Johns River Water Management 1. Contractor shall verify existing elevations at connection points prior to construction and shall be 60". District. AS-BUILT REQUIREMENTS notify Engineer of any discrepancies. Contractor shall provide complete as-built information to the Engineer in accordance with 7. Water lines are designed to finished grade and shall be protected until finish work is 34. If solvent contamination is found in the pipe trench, work shall be stopped and the the following requirements: FEBRUARY 5. 2016 2. See geotechnical report for site preparation requirements. - AMEC Environment and complete. proper authorities notified. With approval of the permitting agency, ductile iron DATE Infrastructure, INC. dated October 14, 2014 pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be 1. As-built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set pROE3. The contractor shall coordinate the grading and drainage construction with all other 8. All water mains 3" and larger shall be AWWA C900, DR25 PVC. Water mains 2" and used in the contaminated area. The ductile iron pipe shall extend at least 100 feet of signed and sealed prints and a set of computer disks containing project AutoCAD files and CT . , 11400 1.01 ® 9 9 9 smaller shall bepolyethylene t e with couplings ma be used and with NSF-PW approval. beyond any solvent noted. Any contaminated soil that Is excavated shall be placed 9 P P 9 P construction. pipe PP PDF's of the prints shall be submitted to the Engineer for review and approval. Additional on an impermeable mat and covered with a waterproof covering. The proper By : JBD 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all authorities shall be notified and the contaminated soil held for proper disposal. signed and sealed prints shall be provided to the Engineer as requested. 9. Restrained joints are required where water mains are terminated and at all bends, in DPT I materials, for review and approval, prior to purchase or fabrication of any utility pipe or accordance with COAB standard details and specifications. 2. As-built drawings shall be in accordance with all authorities having jurisdiction. By : � structure. 35. All backflow preventers shall be in accordance with COAB cross connection program. Contractor shall coordinate as-built submittals and approvals with jurisdictional 0 5. All construction and materials shall conform with all City of Atlantic Beach standards. " Backflow preventers must be tested after installation by a certified tester and annually agencies unless otherwise directed by the Engineer. SCALE • AS NOTED N 10. All gate valves 2 and larger shall be non-rising stem type and shall be suitable for thereafter. COAG contact: Malcolm Clemons 0 247-5834. Backflow preventers on fire lines or 6• The contractor shall stake the storm sewer system and the sanitary sewer system and shall 200 psi non-shock working pressure. Gate valves hall be mechanical joint, iron body, backflow preventers on fire tines or combinations fire/pofable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all notify the Engineer of any conflicts prior to installation of any pipe. resilient seat, 2 square operating nut, Mueller or eq aL Valve boxes with screw extensions protection. underground facilities. O No. Date RWA*M 7• The existing utility facilities and locations shown on the drawings are taken from readily sholl be provided for each buried gate valve. Boxes shall be of cast iron construction, 4• Provide perimeter dimensions at top of bank and at bottom of pond. 1 10-12-15 CITY OF ATLANTIC BEACH available information. The actual locations of the utility facilities may vary somewhat 3/8" minimum wall thickness and shall be non-tack tar enamel coated. The word V_ from the locations shown and there may be utility facilities existing that are not shown or water shall be cast in cover. All gate valves installed shall open by turning to the left (counterclockwise) 5• Provide elevations at top of bank and bottom of pond. 2 12-23-15 COAB/ FDOT/ SJRWMD indicated on the drawings. The contractor shall contact all agencies with utility facilities in when viewed from the stem. 3 02-05-16 COAB the vicinity of the work and shall locate all underground facilities before beginning work. 6. Provide special detail drawings where installations were not as shown on contract The contractor shall protect all utility facilities and repair any damages resulting from their 12. Class B, Type I bedding shall be used for this project unless indicated otherwise on the drawings due to field conditions or where required for clarity. work in conformance with the contract documents and specifications and relocate if drawings or directed by the engineer. FDOT GENERAL NOTES 7. Provide location, elevation and description of benchmark(s). V) required at no cost to the owner. 13. Unsuitable materials under water pipe shall be remov d and replaced with selected F-. 1. All work performed within the Florida Department of Transportation (FDOT) 8. Locate and provide elevations of all structures. Location of all structures shall be w 8. All underground utilities shall be installed prior to preparation of subgrade for pavement. backfill properly compacted. The material shall exhibit moisture contents within P w 9 P P P 9 P Right-of-Way (ROW) shall conform to the most current edition of the following from two (2) directions and include northing/easting coordinates at center of +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during o publications: structure. 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below the compaction operations. Compaction shall continueuntil densities of at least 1.1. Standard Specifications for Road and Bridge Construction (English). subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the 95 percent of the modified proctor maximum dry density (ASTM D 1557) have been 9. Locate all pipes and provide size, elevation, invert elevations, length and type. Q geotechnical report. achieved. 1.2. FDOT Standards Index (English) 1.3. FDOT Plans Prep Manual 10. Provide dimensions and elevations of the pond outfall structure(s). to 10. Any unsuitable material encountered shall be removed from the site. The contractor shall 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 1.4. FDOT Flexible Pavement Design Manual for New Construction and Pavement 1 be responsible for the removal of all unsuitable material and replacement with structural 6" lifts. Compaction shall be a minimum of 95% of ax. density at +/- 2.0% of the Rehabilitation. 11. Water as-builts shall indicate the location of bacteriological sample points. O fill. Excess suitable fill material shall be moved to Owner specified location. See modified proctor 12. The as-builts shall include a detail of eve crossing of the new water main with Z geotechnical report. 2. Should a conflict arise between the details shown in the plans and the FDOT every 9 9 P 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, gravity sewers, force mains and storm pipes clearly shown & indicating the vertical 1 1. The contractor shall be responsible for all subgrade, Iimerock and asphalt testing as Standards the Engineer/ Permittee shall immediately confer with the Department's CD P 9 P 9 the maximum deflection of any joint shall not excee 50% of the maximum recommended by clearances at each crossing. Details shall be furnished for parallel runs where the required by the project specifications. the pipe manufacturer. Engineer in order to resolve the discrepancy. In no case will anything less that the horizontal separation is less than 10 feet. ® Departments minimum standard be allowed. O 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall 16. No connection to existing potable water system will b allowed until all proposed water 3. All traffic striping and markings are to be lead-Ofree, non0sotvent based 13. The centering of uncut lengths of pipe at points of crossing shall be documented � receive sod. **See landscape plans for other requirements. lines have been flushed, pressure tested, disinfected, and cleared for service by the thermoplastic. on the as-builts and all"mitigating construction measures clearly depicted in cases SFlorida Department of Environmental Protection. 4. Removal of existing striping shall be accomplished using the "hydro-blast" method. If where a minimum of 18 of vertical clearance between the water and sewer THUSMAWNG NOT F13EASW FOR �- 13. Stormwater Collection System design is based on the 5-year return frequency storm 17. Contractor shall notify utility company a minimum of two days prior to connection of water this process damages/ scars pavement, then the pavement shall be milled and (including storm) lines is not possible. 0011illffrRUCTION UNLESS 80 NOTED Z (Rational Method). mains to existing tines. All new work must be inspe ted by the engineer. No tests shall be resurfaced per FDOT Standards. ASM scheduled for weekends. Any change from the tech ical requirements must be reviewed and 5. Existing paved shoulder shall be removed full depth prior to widening of the roadway. ry approved by the engineer and owner. 6. All curb and gutter sidewalk will be removed and replaced joint to joint. Sidewalk is U 14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class III, Wall B. to be replaced within 7 days of project completion and in agreement with FDOT SHEET 7111E / 18. Hydrostatic and leakage testing of the water mains Installed shall be performed In Standards and Specifications. All disturbed are with the FDOT ROW will restored to 48 YOU DG 0 15. All labeled pipe lengths are approximate and measured to the center of structure or accordance with AWWA standard specifications. A representative of the utility company original or better condition by grading and sodding the area disturbed (Bermuda in CALL SUNSHINE Qmitered end section. Actual lengths may vary and no added compensation will be made or the engineer must be present during the tests. Pressure tests shall be conducted at rural, centipede in utility strips). n for variations 1 �oV 0 150 psi for 2 hours for water mains and 200 psi fo 2 hours for fire mains. Pressure 7. Burningof material and/or debris is prohibited within FDOT ROW. '12-4770 / 16. The contractor shall provide a qualified soils laboratory representative on site during test after Iimerock is installed. / _ excavating to determine the suitability of the existing sub-grade and existing on-site 8. All lanes must be opened for traffic during an evacuation notice of hurricane or Q material prior to beginning any filling operation. other catastrophic event and shall remain open for the duration of the evacuation or ITS 1t UWAIMO" GENERAL event. Ca NATES pwpi 17. Contractor shall take all available precautions to control dust. Contractor shall control dust U by sprinkling, or by other methods as directed by Engineer at no additional cost to the owner. Z 4 Q ``epi rarafr . . 1. o 8 H E E T Je 1 d i j NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND Community-Management-Energy-Relationships OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING DIVER AND PARKING. 13901 Sutton Park Drive South Suite 200 20 015 20 Jacksonville, Florida 32224-0229229 Office 904.739.3655 ,HV Ilrt" ,5 7 Fax 904.730.3413 OVERHEAD UTILITIES TO BE REMOVED. CONTRACTOR TO COORDINATE WITH www.prosserinc.com CONTRACTOR TO SAWCUT AND UTILITY COMPANIES/ AGENCIES AND REMOVE #35 LF OF EXISTING TAKE DUE CARE TO NOT INTERRUPT LEGEND. Florida Certificate of Authorization GROUT FILLED SANITARY PIPE. SERVICE TO ADJACENT BUILDINGS. Number: 00004050 CONTRACTOR TO REMOVE T °. EXISTING INLET. SEE SHEET INLET PROTECTION APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF INV- 14 kQ&HM . - . 1 (NAS C4.0 ° EXISTING 8" WATER MAIN EXISTING WATER SERVICE CONTRACTOR TO REMOVE K N °L AND CLARY ELEVATION Dig APPROXIMATE LOCATION OF ""»"` EXISTING CONTOURS ' E"�°;.. EXISTING INLET. SEE SHEET IN N DRI EXISTING WATER SERVICE IN �0 C4.0 �... TU Vr P TJX 3';� , 21.7+ EXISTING SPOT ELEV. " '�,",�,�m µ ,,.,�� w» ., »,,,� .. _ �_ ;�» „� ��,�» .,» � »�,», »,,,.,�»,�,_ .�„� - �■� ■ ■ ® PROPERTY UNE � CONCRETE DRIVE. (50 PW AAT MANHOLE TO BE TOC REMOVED EXISTING 8" SANITARY SF SILT FENCE/ LIMITS OF R MOVED (NOT IN USE) SEWER MAIN V CLEARING ASPHALT DRIVE / x MANHOLE TO BE °77 TO BE REMOVE s ;• � u; LIMITS OF CURB DEMOLITION RIM-6,11 REMOVED (NOT IN USE) CON ETE DRIVE BROKEN ASPHALT INS NE' �„� 7Am NOT£ r. a DRIVE TO BE REMOVED {N E Oxy INV� . SPA TO REMOVED INV, �T.35 f IN E 4 a PTS INV ,, .0 ,& PVC 672 C3 Ti1JTE ° aN § b>,.n ,~,rr<.r"„u.ma.w.:whew„wn�m�:.w,,,,.,w,,,,.:wm,..n". ay.««w �».v,,, wur."mnnw.w,nv,,." ~",T��m' ,. .w" ....,•.,,,..", ,.w vrcriw,++. xauvmw,x".v„w.wveuuuw..wwwna.uwwmm,,, 4ALY � Y FOR DIRECV094 ON LIMITS OF MISC. DEMOLITION „ SEI s .a °4 AN '. FOUNDPPEARS TO TOT HE S e a } Vis,.:t CONC € T , 7i FNS '� ( �' �� ``�` �` FLOW DIRECTIONARROW AUTOMOBILE VICE S.w 23 , ,., ., $$ » y S89 20 W I 49.85' , S8924'20 � T I / IOR ,t HALT �� 7 E . PAS " ° ,.' �, 49.73 (Aisw . ,. " ATSAUTO'MOTIVE 5 , Y. „W ' §S X888$�°' , ': pl �. �.1 ~ r� y�^;gqyyww,,y ��yyqq))3ri�saa 44 yy�� 4 LTE _ awk &2YT'€'~ a#�YY5,.4sbs .ax°~°b BUILDING TO BE °" * IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY DEMOLISHED"" 745-WEel CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND ERVICE 25 SAD s {I A SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 1 NOTES: . », " "< 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY 2' 'x CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE t C,.€" A/(; A /RAD � � �%fesA,/C? ALTss 1 < REMOVED WITHIN THE LIMITS OF CLEARING. BEV , ,T 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. OT Aa ,N' A ~~ 1"9 _9D 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE EXISTING CONDITIONS PLAN PRIOR TO COMMENCING DEMOLITION. 7.95 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN A ~ TOTAL AREA 1.66 ACRES I I AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. w ANi .aTs N S: OC 5. ALL ELECTRICAL. FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY ,: TIME OF CONCENTRATION 12 MINUTES » SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY -�, I ° DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE N o) CURVE NUMBER 92 0 0i 3 PLAN SET. BUILDING T® BE DEMOLISHED _ 1 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE 5 7° COORDINATED WITH UTILITY COMPANIES. 1 I I °O 00 w 7 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN I APPROXIMATE LOCATION OF ® � ° ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND PORTABLE TOILET REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE µ~ x I PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED gz . OTHERWISE AND DISPOSED OFFSITE. ° 17a »� 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS ,71 ,72 , (A`3 % � �e 7. �,, �». ,»,�"u �»�, ,.,,,.; »,�,»., �".,,., � _,"M �»„.�_ ,. " SHOWN. ,,, 3 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF _32- a�.r E NA 7 TE:iffi ' AA C ' A „ " .: GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. " `�" "�` `�`""" �,. 10. SEE SHEET C8.0 do 9.0 FOR SEQUENCING OF EROSION CONTROL AND www 1 DETAILS. " . y y ASPHALT 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA SAWCUT EXISTING ASPHALT TO STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING I PROVIDE CLEAN TRANSITION. ;, PROGRAM. L 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS `� QST STAY Off'A, �.° � �.a � � j� ,tom '; ,?.''' w , € .9° 2 »«°»",° �. � � S°� ,� 7° °�� OF 14 DAYS OR MORE SMALL STABILIZE ALL DISTURBED AREAS. I »., �° s � ° � � . � I , 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE ��•- � � � DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT �` l 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION N iN € 1 4 2 2 9 19 FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 74- g I ° ,n ° &' ,,, � 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER pA'�, ; FEBRUARY 5 2016 APPROXIMATE LOCATION OF ROLL-OFF Iw A DE ER , t ,, N. °- z AND COORDINATE WITH KIM PEARCE 904.256.1685 OF FDEP TO 740 W DUMPSTER (ROLL OFF CONTAINER � � J � DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE pROX� 114001.01 : g COMPANY MUST BE ON CITY 62-621.300. APPROVED LIST AND CONTAINER ( f�-► 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF ` E" w� ( w7 CANNOT BE PLACED IN CITY ROW). g m `< VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BY : J B D 1 ap 7" EXISTING REST ' ANT BUILDING DEPARTMENT. "n A r 1 1 STORY STUCCO AND OD FRAME WN BY DPT PARKING LOT TO BE DEMOLISHED rn ' I FFE=8.40 Y E ' ® ai91 :. SCALE . AS NOTED a � °' 1 1 ' DINER TO EMAIN %, EROSION CONTROL NOTES: BUILDING TO BE DEMOLISHED I z" ® »°~ ( I 0 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE „ ' 7. N0. Date RevMw INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND ,. ..; �- 7.° MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED 1 10-12-15 CITY OF ATLANTIC BEACH I I '`•:: - • ,: � �„,• -- < _ 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY �«•CONCREM PARKING AREA1 ;„,. ""..,..°' '�.' 1 �' THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES 2 12-23-15 COAB/ FOOT/ SJRWMD � , a;, � � AND PRACTICES PRIOR T0, OR CONCURRENT WITH LAND DISTURBING 3 02-05-16 COAB � `' E E € ta,,:11 ACTIVITIES. N 7 >:.: I 3. TIMES.°� mss° . „ 33 - I I - EROSION MEASURES WILL BE MAINTAINED AT ALL TIM S IF I A I FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR COVERED CONC 7° EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONSTRUCTION ENTRANCE. ( CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL 0 -o �� ig a'uI , R THREAT SEE SHEET C7.0 FOR DETAIL '` x 1 OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. AFiAt.` Y ( g g °� THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED E 10 NA AT ONE TIME AND THE DURATION OF EXPOSURE. N89'2512 E 512 , I `Aal T 1 1 5 o, 1 I„., IN IS T" gN � 30 $ � ® ® THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL N ®�® o - MEASURES TO PREVENT OFF SITE DAMAGE. � � ��y 50.00 . (P&A) ' .00 A) �. , a ® 300.08' a, 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO O NO w £ •.,,, N 11 w ' OIC SSM, » ",,,. u � .. µ""„," CT THE DISTURBED AREA FROM OFF SIZE RUNOFF AND TO fix, " ° � x PROTECT E .2 , ° , � ° ° < "` • �. " �AIE � � �� '� �`,i `-� • �� ° " � PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT N , • x sAz come SW4 I� � �+,x4 �,, � �� .., �» , " ,,�»�...,�,;,�, � SITE. `�'""` "'.11- �" q 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. " :1� 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY mow,. • � �� „ AFTER FINAL GRADE HAS BEEN OBTAINED. " ° , a ; k 6 FL7» CONTRAC OR TO SAWCUT AND CONTRACTOR TO SAWCUT AND CONTRACTOR TO SAWCUT AND 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND CONTRACTOR TO SAWCUT AND CONTRACTOR TO SAWC AND REMOVE EXISTING DRIVEWAY REMOVE EXISTING DRIVEWAY CONCRETE DRIVE RE QVE EXISTING DRIVEWAY a COMPLIANCE PROGRAM. REMOVE EXISTING DRIVEWAY ( ) s,.; _' TO BE MODIFIED AN$'Y�CUB. TYP. 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL TM DRAWS NOT F1�EASED FOR REMOVE EXISTI DRIP AY AND,CU . TVP. AND CUB. (TYP.) ( ) AND CUB. AAL` (SEE SHEET C3.0) TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA CONSTRUCTION WEBS SO NOTED Z AND CUB. (TVP.) STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR Ld CONTRACTOR TO RELOCATE UTILITY POLE ry TRAINING PROGRAM. ABOW 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND ASPHALT APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. U � ��a' � � .,�.», �» �<,, .".�,;, - BHT TITt.E CONTACT PUBLIC WORKS (247 5834) FOR EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. a � � Jxw µ�» � 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING �w �� "N GRASS I EXISTING CONDITIONS/ O TIONS/ BMP C? 5 .7 x O DEMOLITION PLAN W � PRE DEVELOPMENT LAN SURFACE AREA CALCULATIONS Q SURFACE TYPE AREA (SF) AREA (AC) PERCENTAGE (%) ASPHALT IMPERVIOUS ±44,867 103 67 y Ld ® `` "� lV� '+,V��of PERVIOUS ±21,780 0.50 33 `��' F , TOTAL ±66,647 1.53 100ASPHALT C2.0 CD 6 �' e NV * THE ABOVE CALCULATIONS EXCLUDE THE EXISTING DINER ' •®� , °`� i �. S H E E T OFFICE COPY 0 aaae;yrs SITE DATA TABLE TM USE: AUTOMOBILE SERVICE/ RESTAURANT SETBACK LANDSCAPE BUFFER ZONING: CG FRONT 20' 10' Community-Management-Energy-Relationships LANDUSE: COMMERCIAL SIDE 5' 5' PHASES: 1 REAR 20' 10' 13901 Sutton Park Drive South, Suite 200 20 0 15 20 BUILDING: 6,401 SF Jacksonville, Florida 32224-0229 HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X Office 904.739.3655 MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED Fax 904.730.3413 PRE-CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE www.prosserinc.com m LOT DATA: ITEM TOTAL TOTAL (%) Florida Certificate of Authorization Number: 00004050 SITE AREA 71 ,712 S.F. 1.65 Ac. 100% IMPERVIOUS 49,846 S.F. 1.15 Ac. 70% FIF LAND !E I! EWAY � � � < PERVIOUS AREA 21 ,866 S.F. 0.50 Ac. 30� 3 . � ",hONON� DRIVEWAYINV�w ,s,"rz - - ° * PARKING: 'HALT PARKING REQUIRED PROVIDED Rn,��SFR Mrd AUTOMOBILE SERVICE STATION 16 (1/400 SF) 13 I J__ TERMINATE CURB O ROW WITH 24" WHITE STOP BAR;STUDIVANT AVENUE / n AUTOMOBILE SERVICE STATION PERVIOUS N A 13 3' CURB TRANSITION (TYP.) 4' BEHIND ROW .y ' (W ROW) RESTAURANT 76 SEATS 19 (1/4 SEATS) 19 ¢¢ ** TOTAL SPACES 35 45 E GAT ,. BICYCLE PARKING 5 EP I I I 4 I I ®ABOVE CALCULATIONS DO NOT INCLUDE EXISTING DINER. ' 20' I 4 20' w;¢,HALE 24~ WHITE STOP BAR; � �/ � �< _ R1 1 --1 - - -- -I- - - - - -- - - - J � a> N: 2178444.75 e ° r 36"X36~ . 4 BEHIND ROW AUTOMOBILE SERVICE E. 528873.85 . �,.6,.,M„» 4 FENCE ER1T STATION W/ MINOR 4 PROPEMT --0- BIKE RACK 1--= g x x Ifx X x X x --° N: 21784as.59 ON-STREET PARKING TABLE I N: 2178444.45 R10' ��Op 36~x36~ 11 11 EXISTING ' ~ N: 2178437.26 N: 2178438.49 ~ TOTAL 11 AUTOMOTIVE _ _ _ _ _ BULKHE4D �5292K4.1 1 - , • > ° I E•-w11g,2 (BY OTHERS) - - r - - N y. w i I I * THE N o SERVICE � - - _ H UMBER F PARKING SPACES . DEPICTED IN y A 2178424.9$ 2� 4' ._._._._._._._._._.�._ L 0 AI 2 THIS SITE PLAN REFLECTS THE MINIMUM PARKING 529056.81 - I I Q REQUIRED BY CODE AND IS SUBJECT TO A N: 2178420.56 ,' N: 2178425.47(0) WET DETENTION POND OUTSIDEA R _ _ I 4' E: 52891s.57 # - DECISION IN CASE N0. 16-2014-CA-7714 528936 N: 2178418.47 R1 , I -- - - - - -'-'-'- -• PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL En 52wQ ~ /. tz' 12' ts� s' CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE DUMPSTER ENCLOSURE BLOCK �:� ~ ( ,�• N. 2178395.33 N: 2178396.00 WA WITH srucco To MATCH /=E: 5s►s+s9.ft- - - 'E-52923 a ~ 11 NUMBER OF PARKING SPACES TO WHICH COLO OF ADJA( NEBUI AREA RETAIL SALES ' I �' �1 � ATLANTIC BEACH DINER IS ENTITLED UNDER ITS ^^ s' te' 11° 21' , LEASE, AND IS SUBJECT TO MODIFICATION AS MINI M OF 6 (SEE ARCH PLANS) e,400 S.F. , I N: 217SM3$¢.28'' �- . : x x x ■- : : L- - �o v FFE® 8.5® �. I E:,,52911b.26 *�.� • .� BOLLARD (TYO ° N: 2178386.63 REQUIRED BY THAT DECISION. OUTSIDE WALL E: 529220.61 INCLUDES 10 EXTRA SPACES PER I I y ** N: 2178400.14 ' �, SEC. 24-161(a) UILDING CORN 41 x ay rs \ /' N: 2178365 29 E: 522031 2178357.5 E: 528916.19 a1`» ° 11 ' I N. 2178352,08 I 1 N 5289 � y' 12 W ITE , • , -^" '; ' BEHIND ROW is ' ° -B ., <% , � . ,' � � , <, ,-.: � WHITE=,ST I STRIPE 10' D.C.' N. 2178360. 24 OP BAR;, . ,. ., .. .. -. .:..., N: 2178359.05 . 529057. _ . E• 4 4 - e 't•. 1 1 s�r,F t e / 11 � i , • , . .. ., ..... ... .. a ... ..,.. '_. ... ..., / ¢ �+ h / / A 1', / A:.' $ aa t�• S1 •�.Q .''fir:,. ,a p f C.. S c„ :2, P 1• NOTE: .t:� f .G ! t 9 / a F CONTRACTOR SHALL SEQUENCE ONSITE AND 7 5 ff, D: R. po. .... , ,. .. .. .. ,. ,. ... 1 _ OFFSITE WORK SUCH THAT IT DOES NOT N• i7 .49 N, „ R15 2 s: r ! � CW,,;NA� + �' < .,� '� °.' � , : ° . '° E. 52905 03 /,, �;.. �,",s �„r,., �/ I . AND � �"� � ��,� ' ,, <� , . ,� , , �, �� ,.,� �, �.,, '., ,,,:✓ . < o DISRUPT EXISTING DIVER AND PARKING �° , al wk, FFEZ _ _ - -PERVIOUSP PARKING, F --.- » », Q 1 FUELING TANKS (SEE PETROLEUM , , , _ d :;7 2 �S % „. �, LEGEND PLANS FOR DETAILS s ,. r, ° /i, i AND LAYOUT L��-- ----,- -�----_� � ,: , in ,•° `.. ,, � ,. : ° °`. < , �, :. � = e PROPERTY BOUNDARY - DATE � FEBRUARYS. 2016 RI 0 ppp�� NCL • 114001.01 � 36 X36 I',' 1 ° � � �" .. �' � � ASPHALT GATE PARKING s _ J ti ASPHALT/ GATE - I , a' ', :�. a -- .n.e, , s1: `° o ,z I EXISTING RESTAURANT "` DPT 1 STORY STUCCO AND WOO FRAME ® I ' I POTENTIAL SIGN CONCRETE GATE P I pI , ' . < ARKLNG ® - .,. I CONCRETE/ GATE,, � , FFE B.40 LOCATION ' .o+ , ; 1 .m : AS NOTED HEIGHT- 10' ° AREA= 120 SF - -� k REA r u ASP HALT/DINER ,�' P RKING E: 528893.450 A ,-;�- - - - --°-�- - - - - - -• - - - - � ' No. Date Revlslon - - - - - . '' d ." < , 1 10-12-15 CITY OF ATLANTIC BEACH E: 52885 „r.. CONCRETE 2 12-23-15 COAG k �° FOOT SJRWMD • 52914 is 7. - 3 02 0 1 a I 3 5 6 COAG 0 " � I PERVIOUS CONCRETE c� � N RETE _ " ~ - STANDARD CURB 3 CURB TAPER (TV.` 36 x36 �, D GUTTER TY 0,, ®�� AN UTTE ( P.) : COVERED CONC o R1 1 4 DETECTABLE C ABL WARNING to ! PROPERTY CORI E IN ! N: 2178244.57 0 R- 'cin- wPK N Al L �r ? `ION �< 15 15 - 1515 I �� N a�AMAIL P KING LOT LOADING ZONE �� w� ego _ PROPERTY CORNER �� I! r,> ,a�� ,�, � �,», ,�i» ` �-`E: 52884 N: 2178248.62 ' H .e ' 4 1 CONC CURB & GUTTER LJJ a Asn ,a# ,. n' ' a < 0 0 W9 , � E* 529246.53 ,,,,•, ° I ' s a o 6" •5, <: • :,, -.,.y.„<,... , p',,,»...,M.»,A,.,,.,.°,..,..,,,,." „amu: ,..,,.,, ':'::e ,,.<..,,...,...,,...w..» ",,. ,:„:2,. m , �: - w, � 4,s :� . ., . '� �P�s„o„>z,'�,.<¢ . n , , , . .J a . . »,»,,»,,...""�,�,,.._M,,,;�,,,..<�,,,,,..,,.<»:..,<.<.,.,.»,:u' . .. ,,,,,,,,� ..,.,...Ma .: i.0VF ��'�,�° 3 ON STREET PARKING COUNT /y APPROXIMATE LOCATION N: 2 8 � < , O N:2178236.81 �� " TPFI 6 OF NEW UTILITY POLE „O` C NO CU � ;�'� � � N: 2178231.20 E: 528850.65 �' tt E: 529105.94 R1-1 r N: 2178229.29 7M DFtAV4M NOT F*3 EASM FOR -'� NAt NOTES: I- E: 528849.01 24 WHITE STOP BAR; �STFiUCT10N l�LE9S 80 NOTED Z 4' BEHIND CROSSWALK 24" WHITE STOP BAR; ATLANTIC BOULEVARD 4' BEHIND CROSSWALK 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE THE tY AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID U , SUPER CLEAR DIAMOND II SEALER. (IYP. ON SITE). 8HWT TRLE . PAM 2 THERMOPLASTIC ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOP C UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. / 3. FEMA FIRM 12031 CO409 ° FLOOD ZONE X. PANEL H X R, a , 3-&72 , ' »». SITE a�"� _.. E LAYOUT :..� Q I 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT w »» A� »» m AS, ISLAND � w, „„ M �� ASPHALT. PLAN v 5. GENERAL D -BUILT REQUIREMENTS SEE SHEET CI.O. � FOR NOTES AN S U A Q IRE Q �� "" '�~-�° �•`°-KK �~ `�" k I 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. op PROJECT NAME: GATE PETROLEUM 0 ATLANTIC BEACH 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. .......5 AUTOMOBILE SERVICE STATION W/ w k AUTOMOTIVE SERVICE 8. ALL RADII ARE 5 UNLESS OTHERWISE NOTED ON THESE PLANS. ., Q 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE _ ,6 OWNER/DEVELOPER: GATE PETROLEUM COMPANY NOTED - 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. .� � ! I EN INFER/LANDSCAPE: PROSSER, INC. o I 13901 SUTTON PARK DRIVE SOUTH 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE SUITE 200 COORDINATES FROM CLARY AND ASSOCIATES. 14- JACKSONVILLE, FL 32224 12. PLANS ARE NAVD 88. f �D", FE. j =,62676:,:,. S H E E T d DATE: IOFFCE COPY n Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 SWMF 20 0 15 20 Jacksonville, Florida 32224-0229 POST- DEVELOP ENT - TOP = 5.00 (0.12 AC) TOTAL AREA 1.75 ACRES NWL = 4.20 (0.12 AC) FYI Office 904,739.3655 TIME OF CONCENTRATION 10 MINUTES NOT = -1.50 (0.03 AC) ° 7 Fax 904.730.3413 25YR= 7.24 CURVE NUMBER 92 5YR v 67.00 www.prosserinc.com MA - 6.75 Florida Certificate of Authorization Number: 00004050 TJ- SO < ELE -6.01 (NO K NAIL MID CLARY ELEVARON DISC s€ < IN CONOID Ids IPPV 10 SIURDIVANT . ,VE __ _ Aw, �. ,� V ,«�.«�w.«,..�. „ w.ro A,,.w,..,-.<,:.>,.....+,..,_<, ��,,.w..:+:.,,.,+ „a�,.��.w<»..�..o�.w �,w.a,.«,�..n«.w.,i,."".,�w� ..°�.<.,,e..,:.-. <,«, ,u.>,»... $ Y ww ,<w..a :�8 »> .�.,,,w,w «,,;.,.w. B ,HA.wwroH... ..N .w««r, ffi �.uw.w" ° .w.'rv." ,.>:.w,.<i,w,.,w.w.:ww.,,,,.,w.w.A�E ` f�` $"$ �$ $ ASPHALT y�y�yy�g g+� � ,<rx>.,va„w,.,,,wnn,....,,w.v+,a,.,.uw ,.».v+m�mwwvvn,m<.w,:vv.... .,,...,>,.,.,,,w.... -,.»»m.....w.«+ri». ..,v.,nw,.,w,.�.uw.<,,.«..,«m,.:.wv .w.m.,w,"...w.,.,..,,....w.,«.,<..», �wr ��e,..rawor mn>mr m. , . $e$ f$ $$ v.<,,.�,. �°w.>,ma,,,,., C't%8D"'P€fi6<S & DOUBLE TYPE 'C' DROP f f DOUBLE TYPE 'C' DROP TYPE C INLET TYPE "C° INLET w INLET. TOP=5.65 INLET. TOP=5.65 TOP=6.96STUDIVANT AVENUE TOP=6.85 NE INV= 3.81 '< eT7 DA7- 48 AC N INV= 3.05 S INV= 3.81 , E INV= 3.05 DA=0.28 AC �6Q' FtOVV� INV � ,� ,� (E) II V.=2.17 INV W-21 (E) INV.=1.17 IPPV x,35 04 1>.47 GATE INV ,7 1 ' �� ISI �<4 , 'fid MEG MEG (W) INV.=1.17 17 MEG MEG _ MEG N,,,��,� . X6.,32 16.47 �/� ,H,, < «, .,. ,, ,,, MANHOLE µ < II'EC'A N O ,m 1 « «2 6.54 16.50 �»��` � r, , .. �'�' p, �3 S. « « N . , ,,. . .. TW, SOUTH 189 15» « < TOP=7.20 MANHOU II IN T 6,41 = e ,' /°,.45 HDPE 0.5 ( } INV.=4.00 21 .LF.wa2 . HALT - M bra WN i- ,- .,.,,,,,. - HDPE 0 a . HDPE O 0.5% &73 "gym H, , 6.94 6.94 - � m AUTOMOBILE SERVICE I R. .. , rrr<rr rrr CLEANOUT _ CLEANOUT CLEANOUT - CLEARI 7.05 7.05 . t . .1 N. INV: 1.50 ' -` - ■ ■ : . : e T TIww IN IiJ�T fi:79 INV: 1.62 INV < 346 x <8 : . s = : ■ , _ e I LEGEND TO OTIVE 7.16 - .7.36 CLEANOUT < , . : . ..INV: J.53 `. , 11.40 X7.29 » RETAINING WALL - . _ _ . - » _ . 8.30 : 8,3i), �' r.A2+ 7.44 34 LF 15 _ . - DTRERS)_ . A . :,; 7.12 , , , 7.57 HDPE A 0. INV.= 1.00 7 I - - - - - - - - SERVICE I 7.44 8.35 STUB OUT 8.00 / 7.45 7.66 EASEMENT 7;87 .2 - STUB OUT 74LITFALL 1 g E INV: 1.89 8.48 INV: 1.65 CLEANOUT 7.32 -. -.- - - - - - - -MOMFI€B`TYK*'`E`'IIVtET-'0 � f �� -- -- RIGHT-OF-WAY STUB OUT INV.y<; .53 7.45 STUB OUT TOP=6.87 I T7« < 7. ° e .,. <<, j 8 2 ,., I . WEIR=6.45 7.54 8.00 INV: 1.87 7 7 INV.=4.03 � - 8.00 8.00 7.,1 - -.-.-. I ° ° sae ssssososasssosassese$s�ssosasos ' �. ss a '-7 7.21 >< °°°°°°° °°°: °•o°e°ee °o°e°Oo°e°Oo°°e°°°°e°oeoeo o °o ee w>r„' `�. � `� � ° ° ° °°eee°ss°°°°ede° PROPOSED ASPHALT ' f f o•e°:°°0.0°:•e 0e0e0 0 0 e O ee•oee o e°e e°•o°o°°e°°°° < M„ < , � ;� � ; >v>/' OUTFALL 2 ' ° °.° °°°°°,°°°•e°,°,s r ®, MODIFIED TYPE E INLET ,2 :2 �.3 7.70+ INV: 1. 2 INV: 1.67 » ( ��. r _ _ < _ TOP=6.87 . _ < _ 1 < UTR=6.45 o• 7.45 CONCRETE PARKiNG AREA � ,94 I ' RETAIL SALES _ $, 8 23 HP �,,. I OPO NC P ` ■ _ , /�/� , r 8. 8 V W S. „` �°•�1,.+ X I INV 1 ,/ „i ■�a�- x x : ■ x- ■�,� x ....a-...,_ oro°o0o0000•0000 '= .5® °' ,� ^^ 8.1 I �� R��, S 2 0000000Q00000000°a0000000ao x/ 7.79 I °°°°°°°°°°°°°°°°°°°°°°°°°°° DETECTABLE WARNING ° ° ° ° ° ° ° x " o°000°000°o°00000°o°o°00000 .."........ ...........,, :. 0 °o°o°o°0000000°000°o°o°o°oo INV: 1 7 A, , * j / `" / "�' 0 0 0 0 0.0 0 0 0 0 0 0 0 INV: 1.67 , .92 / ' ra, 7.59 8.1 . MEG ; . 8.00 e ��'�,' ,,� �; � 7.52 : s. X 3 ±7.00 ,sa "4 8` PERVIOUS CONCRETE a k 7.5 4 S 0 / y, , TUB OUT INS: .82 STUB OUT STUB OUT 7 4 3 CURB TRANSITION INV. 2.07 INV: 1.72 - - ; N.............. V. 2 3 INV. 2.02 8.07 7.89 TYP. _I N .3 STUB OUT f AC 92 LF 6- { ) � 8.40 8. 0 «� i ;-:: � ,sy ;-A ,,. TYPE,. C INLET 8.35 8.48 INV. 2.20 8.48 r _ « 8.48 �% �- « (N) INV.-1.15 HDPE 0.5X TOP=fi.43 w 7. INV. 1.77 .. ` $fQ ' 7 � 7.86 ., •, , r ` 8.31 " � < � � .;°, , {E} INV.=1.15 7.60 8.26 u 7.80 „ " � .. :. � I DA=0.01 S INV:=1. 5� « I W INV.=1.61 , �, 0 T 7.86 7.2 .. LE�NOU V. 7 7.81 . : � T.99 7. 7.43 Is < 71 e °r 7.3 " , ::•. MEG 7.7 .: x .40 NOTES. r. 1 : 4 7.55 8.35 1 17.08 6. f•. Y 1 8} .{ P s .las a , i. . . . .. ... ,. .. .. . . . ..•, 7. 1. STANDARD COLOR FOR COAB DETECTABLE WARNING SURFACE SHALL BE YELLOW. ANY y, x s . . � �' . . . _ .. � TYPE OF ADHESIVE OR GLUE DOWN MATS STAMPED CONCRETE Y .. ..,. .. ,. .. .... . ... y ..... .. �. ,. � " RET OR AN VARIATION . .. . .. n ., . . . ,. ., .. < OTHER THAN WHAT IS SPECIFIED ABOVE WILL NOT BE ACCEPTED BY CITY OF r, « , ,,:y,,�M, , ,,:,; >, „ , � •«, ATLANTIC BEACH. C .< .. ..... .. .. .,. ,., . ... .. . . . .. ., .: a" :; .. „ ,. ,� ALA C OAB WILL CONSIDER ALTERNATIVES THAT ARE EQUAL TO THE / I _ .. .. �/ ...,,• � PRODUCTS SPECIFIED ABOVE. COUNTY ENGINEER AND THE CHIEF ENGINEER FOR .. .x8 ... 13 ' � •• • . .. .. ... ..,,:,,. <. 9,,° „ , .xDEVELOPMENT SERVICES WILL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE x« ° 4 .,,. PRODUCT ACCEPTABILITY. LITY " 7.75 / ,M ` :07 ": / „ I AND 2 STORY COQUINA ""7. 8 •«< 0 7 96 7.R Te „ e wwr �, H u�,�.. °'° ,, 2. AL STRIPING FFE r- .- - -, `. , , �< ', 7 � `.. _ , LWITHIN THE PUBLIC R/W SHALL BE 6 WIDE " 7, 3 < - , = 8.23 " F. I %.o F, 11 THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE r c ... nv •° .. '� . .. " 7.50 7,,� PAINTED. i .6f Q4 7.87 2� , 86 LF 14 < 7.85 _ 7.< - .., 7�4m I IxtNC < - < ; L -- ----,.- ° -- - --� � �: , ',�.:v.. � � � HDPE 0.5X " - ' « ` �. I 3. FEMA FIRM PANEL 12031 CO409H, FLOOD ZONE X DAT ; FEBRUARY 5 2016 - --- - - _ yr .6 y I °` _ -�►° 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT « . . _ _ _ - -- - - - I 11400 1.01 <1 cT . . I� �` •. - - _" « ASPHALT. B14 9.42 EXISTING I ^ L--- - 6 �' '' By JBD ., • ' ' > > 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET C1.0. .,I��, � 8.32 _ > �:4� �,� "� °�.�r56 1 -- - ` 43. 8 „�'^ ' • °8.21 . , ' °=f. °° ;o• �' I �I `II "& I1 7:7" 7.84x7. $ �7 $ Vit. . < 1. DPT 7• I x 1 T STUCCO AND W,,; N 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. WPI BY : 1 , t " . " ° 4 7.7 ^" .. Q 7. COAB APPROVAL OF THESE PLANS 0 r�. •� •►�• �: , I °.. � LA D NOT INCLUDE APPROVAL FOR AS NOTED ,a' ° / SCALE - 7:7 k ` ` - PRIVATE UNDERGROUND WATER MAIN, HYDRANTS AND FIRE SPRINKLER i. 64 e,. >a '.�,' ;� �.• .�� la✓ ,.� •, ... " �.'�. � � "�� 4:3' � I"�/ I wy a - -- - , ..� 6i MAINS. I� ♦ pAwww �_ -' - - ,I"" # N0. Date 0 1 /.LEAN+OUT� _' - - - - - - - - - - Z0,15 I L - �•- - a-- - - „ 3 > - ° -= .- '"° 8. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. ,2 C__ n- .-'` " INV:-2.80 ,,• « '.' " ` .' tet ' " ATLANTIC BEACH 1 10 12 15 CITY OF A i y< 4° I b$ 9. ALL RADII ARE 5 _ � E UNLESS OTHERWISE NOTED ON THESE PLANS. I� ,I�4 �� NI . 2 12 23 15 I TYPE :C INLET � �° COABj FOOT/ SJRWMD t a ; » CLEANOUT fir;; 03 LF 1 2 _ ;,; ,,.,,,r 8.08 'F TOP- .7.55 y„�,,, � _ _ 9 12 : CLEANOUT- - ,� 4 3 02 05 16 COAB co « N_ IMV. 3.46' x M ,-.. .. , , 10. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE 7 E HD E 0 0.5% - 1e � HDPE 0.57 INV: 2.65 DA= 0.27 N < 45 i NOTED N (N) INV.1.58 t 11;4 --8.20W):INV. 1.58 s 11. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. { C , : r« o <, vn 12. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE 1 COORDINATES FROM CLARY AND ASSOCIATES. a 90 li 8.31 1 8 27 1 < i� E 7.77 7.41 $I II SII i� I 7.87 '�'" 13. PLANS ARE NAVD 88. 7.98 g I � I:sII < o� I �� 14. SIDEWALK SLOPES SHALL NOT BE GREATER THAN 2% CROSS AND 5% 3. <S: ® 0 0 ® ® ® ® I®rs I.r ® pow , , �" 4 A, _- LONGITUDINAL » a� "r Pa,,, ''< 8, •e. y ° ' 8.32 ' 0Q 40 n A <, a n<r.... « , < a , k.. e '• .-. _ < - • � o ;�� ;� , ° „ ..: > ° i•1 a . . ,a .�,,,�« .,�,.<�s..,<,.:.,,>µ�,�,..,,,��t� . .. :,n M ,:: �,': ,.,..,,,�,�me, �.,,,v •r,q ..,,. „�, Ia X8.48 ago„ ,.•«...,,,., MEG ® ,,,N, k„ Y... h°� 5 z ; TYPE C INLET . >, N e MEG �;<, �. F: e TOP= 7,30 ,9 ;.. 18.26 ¢ MEG ±7.67 MEG DA= 0.19 AC MEG± ±7.82 ±7.50 (N) INV: 2.60 ° 7.84 1 THIS DRAWNti NOT F�EASED FOR 80 NOTED ,,.•- :< ; ABOVE &45 844 (E) INV: 2.60 w ry AT NTIC BOULEVARD C,41 ,: ST sl-Mr TI17E i (106' ROW)rCURS � v _ GRASS o ISLAND � u w = a m mp _ U IN g$ . PAVING, GRADING7 . GRAS AND DRAINAGEA - Q e a ., g • I- < `,ttttt?{:1klltll!&fr.rl/l,Jl ASPHALT Ld VICE AyS, C� Q _ <•'+ CD S 0 ASPHACi TIA*;41ST INVN-3.54 OPTE o OFFICE COPS H E E T mss• DA'i�. `- ''° utttaf:n:at TM II: X X X X . 11 -�" I I '' I PROSSER � ' - », I 1 x 1 �" $ - ,". , s.9s Community-Management-Energy-Relationships 6.85 .- - .. - - - I - , - - - - - - 13901 Sutton Park Drive South, Suite 200. /", 20 0 15 20 Jacksonville, Florida 32224-0229 I „q Office I "', , I I I � I I . - [�� . . I -I 1 I 1111111111111111111111111111111I I Offic 904 739 3655 Fax 04 730 3413 u„ G I 9 • �' " X www.prosserinc.com ¢€ .k H.,, n o Florida Certificate of Authorization i, " \ 1 I Number: 00004050 �� I X LEGEND r <1. 4 r -�: - - - -- -- - EASEMENT 7 ,� , X -- -- RIGHT-OF-WAY � I I �11 I I "I -I -,-, - RET ASL SALES oa000ao oo.aoo 000000000 ��ogog'S°o°& o =e�o�o�o�o o�e�o�e°vae°ao a ae�o�e�se ooe;oaoe PROPOSED ASPHALT - " 111 - - 11 I I 1� ' 11 :- - I 11,11 ,:, �' '- - -1 I I � soga esose000vasee^S.vaseo o,o,,,,,,,,o,a,a,a,a,a,o,a,o,a, I - I 11 I I , , 11 I I I , -- 1 , I I I x � � I., 1- - 1, I -- 1-1 I '- 6 4 0 S "TE I I I I - I I I I , I - -e- - , I I 11 ,Fm ,""y" . I I ' ll 111 : 11 , I I -1 - 1� I 1, 1,� I - 11 I , , I ,o I I �--,, 1� � - - 11 , 11 �-- I I ,, I � Il , I -, I . I I I I ;11; I I I I , - 11 I I I �, I PROPOSED CONCRETE 3. - # � I I . , lc) rb`° FF = ■5O qq 1; 1: ' ' ; �,�, 11 I 11 11 I .;.,E„ �# 11' ' , , I I � 11 - ,, I I I �� I I I ' ll I'll , II - 11 - 41 � 0 * * O0O0- I 1- 111, 11 ' 'Ill, I 00000O�O�OpO.OQO�O�O�0�0�0 0 1111�-, - I I I I � II I I I I Ix no coeoc000uoc01.0 .000cococ DETECTABLE WARNING < � AUTOMOBILE SERVICE .. I O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000 ogogogog000;ogogogogog00000 114 ; f STATION W/ MINOR i11� I 11 :::;:-.;''.`"' .,:: PERVIOUS CONCRETE PER E , ' /-. , AUTOMOTIVE 1 y 11 p X , � ) '\ 11 1 4 SERVICE = , I I f(/ 17fri� `� . . 3 � '' u f E �6� " E a � I sem' F r f.� Wiz, ', '.` tel, yj, i a i1 I I I I I I J� r-,� :'' " , '' I" 1, - ' ' I � I 'wd {/.JY r r :c a n I ))� 7.80 � � E �v F• .• q ,.: I s•,y �� y ;, - � ` 6.95 k- l° �:I u 41 , s `< Id - . 1� � 7.36 . . �• .8.05' .•' 8.20 • ".8,15 � . •. .. .. .� . .. .. •: . : ' :. 8.04 • . . .. •.... . ,'' . . .. 7.69 .. 7.27 • 11 . . ', . 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I 1 1 ro I I L 7, 7.66 11-1 I 1 8.04 7.8 50' :' I 1 I x� �n I , , �I 7.85 7.42 I I I I o , 1, 1 I 1 I �1 I FEBRUARY 5. 2016 I 1 I � I ° I I 1 DATE 1. �` �. 1 I -i' �� 1 .I 1 1 1 1 I �- --- - - --- - ---� �.- ® �... �. t , 1 1� � CANOPY �, ----- --Li- . -- --- �, I 1 1 l � ' , - r - ;, a J . I I 114001.01 ��, � 16 1 I 1 PRo�ECT Na . �:. 1 �I I 1. I 1 1 1 1io. - 1 I I I �.� �s �, , I I >, dd 11, W 0, 5 � .I . 11r I 1 �_: �' I 'I 111 I , 1 � � 1 I I 1 `I �„, I _ 1. � I 11 I I I A-,: I � I - . 1 . ! , P - I, I _.1 ;,, ..;j 1 ,� I DRAWN BY : DPT 1 I ,� , ®tel - �, { 1 : I _ 1 I 11 1 I o ,, ., L �. 1 1 I I 11 1 I" I a I 1 > I I I I I 'I I I I : I I I I h I � I I 1 . I I , 1�,h I' 1 _ _411" 1 �. m, I - I , ' 1 . SCALE ; AS NOTED M� I 1 _ _ 1 I I _ � - � . I I, I ' � - _ _ -1- '`" I I I ® - I 1 __-___ _=' ____ z: I 1 I 1 I 1 I 1 , 11 8.5�" 8.46 o � ' , I I I 1 1. 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TM Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 11 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 1.1%K "'^'• ., �.I:. � rf .� K PROSSER wmm� a� ,;JNA �P , ^�; , ; , Enj . ,' ,; �. -------_-__, _ _ ._-.1-111 . --.---______,n, _ __. 1.11.1_:_� 1-111.- _11 _.,; _-.-__._.______1-111 I; ._11.11-_. _11_1_1.._. ,,, --1-1-1-1-_______ __ ;, _._._ ___ ._---- --- ___--1 --1.......__ , -,_.,__,_______.-___„ .__1_.11._1....-.._ ,,, ._, 1-1 1; 1 11-1_.__. _ ______ __ _ ____ _ I'll 11 11. 1-1-11-__1..111...____ __ _ "..._.. , » .. -,,1"I.. ____,______11. 1 .. 1111.-.._ __ ___ __._ _______" .- _..._ 11.11_., .__. _. � „ APPROXIMATE LOCATION 0 h' - � n, 11 SANITARY SEWER SERVICE �� CONTRACTOR TO FIELD VE IFY. J' CONNECT TO EXISTING 4 INV: 2.75 ; i 11 MANHOLE STUDIVANT AVENUE 11 11 ; 2;, WATER SERVICE TDP-7.5 % - - - - - - EASEMENT 2" GATE VALVE (N) IJVV 2.83 111(11 I (50' R<JW� �. (E),��NV: 3.98 ----- RIGHT-OF- Y I" I1 ,, "TE (W)' INV: 4.18 / r;- 1 .. !..° rt / WA 33 Lf 8 ._ __ .. !1111 ._ _1-_.1-_ _ ..... _ . . ... .__, „ __ __ �.. __ _ __._ 11-11- - °,,o °..•e•...•.. _ _ __ __. __ DETECTABLE WARNING _., .___.� .. 1111 1111 PVC ® 0.5Y _.. 11 I _.. ___ 11.2 - _ ...., 1111.,_... 1111___ m.._.__. ... ... _... ...._. ,,,_ , �.� _,.1111., __.- _ ... , """ » _ ......._ _ 1111_ _ � CLEANOUT , PROPOSED SIDEWALK , _._ 1-111_ ._ NV: 4.48 - 1»».111 __ 15 LF 8 " ,. _ 11-11_ ._. , _ _.., , I11 � -� - - - - -�- - - - -�- 1111 - - -� a OPO WA K _. M CLEANOUT ;"' - - - - - - x' >>' PVC ® 0:5'/ LEANOUT _. ,_„ 1-111_ - 111-1._ - _.. _ ..-. Y INV, 4.32 NV: 4.03 - _. ,,: _ _ _ _.. �Ir rri �+ � r 11-11- 1-111. _ AUTOMOBILE SERVICE r� r■r _ 1-111_ 1-111_ �9._r , E - _.. „< I■■i s rrlr ■rY ��I�,,,„,I�r _._ 11-11_ . I. �� rl■ ,� _ '. °_ " ® err ® - 1-111_. PROPOSE HALT T _ ___ _. iiiiiiiiIi % m STATION W/ MINOR SAN BOT= 3.93 STRM TOP= 2.93 : ..... ..... x x -x z -x -x _x -x _Ix -x i '. ......... ........ ..... ........ - 11_11 ..... ......_ _ ....� .. ._ ._ 1111 x x -x -x i. " 1111..... 111-1._ _, .......... T 1111... ..._.... _. - , s; '.,. � .. 1111. .._ 1-1-1-1- ... 1111. .. 1111. .. 1-111 1111 111-1_ �.. � ', .. .� I� I T 1 90 BEND { -1 SAN BOT= 4.38 x AUTOMOTIVE M M STRM TOP= 3.38 1, , - IF - - - - - - . - . -. . - . - - - �n (� SERVICE - 3 ,�, � # GREASE TRAP 100 GPM, 27 LF 8" 27 LF 8 i I - - - , NOTES: �. 3 MIN 200 LB CAPACITY PVC ® 0.5% PVC ® 0.5% - - - - - - - - - - - - - 11 i (SEE MEP PLANS) ! II 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY ,w % '� 4- I 4 I ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SANITARY SEWER STUB (SEE ARCHITECTURAL PLANS - - - - - - - - - I 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY " FOR CONTINUATION) I I I I CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED 2" 90° BAND INV: 4.23 -_ ' I 48 HOURS IN ADVANCE THROUGH COAB INSPECTOR. j SANITARY SEWER STUB -. 1111 ' STUB L� __ - - - (SEE ARCHITECTURAL PLANS �+ ( 11 3. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. C ,, E K'N`• 1" HOSE BIB 2" POTABLE WATER STUB RETAIL SALES RATED. FOR CONTINUATION) ( � ; (SEE RGHITECTtJRAL PLANS , I 1" TEE FOR CONTINUATION) INV: 4.68 g,4.®® S.F. ( . �' 1 1111 4. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY / � x x x x- x- x- x- x Y, CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY _- 1"x J" REDUCER1 . FFE= 8.5® I L i / xf ;: ,, ENGINEER IF LOCATIONS DIFFER FROM PLANS. I x , I 11% 1 I; n( » xr c 5. CONTRACTOR SHALL INSTALL PER CITY OF ATLANTIC BEACH LATEST xzFy � STANDARDS ND APPROVED MATERIALS. T I I I r 1� ��LL___�__:,�o��_ 11 � a f x °` ro}, ,, v I' � I I 11 I . \ I . I I j_______11, . , I I 11 "Ill I , I I 1...... . , I , .- NF1: -�.DE1 tik a „ 'C", t' e.°�r�, °I I I I 11 I 'r I 11 . I r 'r . I I � . 'r,",,,,,,. 1� I I I I I I ,�,' I r I I I I � � I � _. I ; ,/ �'<✓ t '� k .r; u f. ¢, ., P 45 BEND `' „ r...__. �° I „ _ w _a 9 �-- I 4 , :. . ,, _ _, _ - " 1.111... 1111... _ _. ....... ...._ I . 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'.___.�:...; �_______. :.: ....._.�._, ... .11111111-.---1 1:1-:111-111 ... m 2" ' TEE �,,� _ �_ w _ w _ UTILITY PLAN h, _ -»_ rrrr3rrr __ 1- 1- 1-1 rr� r.r ,_,_ _ . _ ___ r_ t � ) � z - - I t a _ 1-1-1-1-__ ___ __ _ IJ- 2" STUB (SEE LANDSCAPE `� ell n PLANS FOR CONTINUATION) -� ;tt, tF E,, ,, r,:v,,., Ud ,.�_E ,: .L M M �, �� ' ' Q 1-1 u /' CDy ,, ._. A- ° e O J�/� C5.0 ■ ii. . ,. „ S O r _ It I ,�.. j; ; �r�� y ° .. ,''✓ _..,. liL D�7f�IJf'��H-' x'71- .G rR�J}�c $2678 : S H E E T DAT%A r, WATER MAIN CONNECTION DETAIL 6 INISHEO GRADE 0• JOINT SEALER* 2• 5° TRANSITION TM s• _ a. CURB NOTE: 1e• GUTTER Community-Management- Energy-Relationships BEDDING EXCAVATION SHALL ACCOMODATE PAVEMENT BELL SUCH THAT FULL LENGTH OF PIPE c 4 12" PUN 13901 Sutton Park Drive South, Suite 200 GRASS IS SUPPORTED. WIDTH n * APPLY JOINT SEALER 60 DAYS Jacksonville,.Florida 32224-0229 WIDVAM CAREFULLY TOP OF CURB 3' rIIANsmoN MIN. v COMPACTED CAREFULLY AFTER ASPHALT HAS BEEN PLACED `✓B•� Office 904.739.3655 Bc+18"MAX. BACKFILL Bc+18"MAX. COMPACTED �' " Fax 904.730.3413 112:1 8 Bc+12"MIN. Bc+12"MIN. BACKFILL CONC. CURB TYPE D HEADER CURB OHL TOP of PAVEMENTDOPE � OHL U OR GUTTER PROFILE SHEETING Bc SHEETING BC JOINT SEALER www.prosserinc.com 10 r Florida Certificate of Authorization 0000 ,. R3-5L R3-5R CURB TRANSITION � MAX 00 000 ' - - , �s• s. Number: 00004050 24' 0000000oo 1` R °g 1/4 Bc D 0NOTCase X °°°°°°� 4" MIN. - Da °0000000° ,z• 1s „ 0000000°° 1/a•R �� 1/a'R 1 Crown COMPACTED GRANULAR BC SHAPED BOTTOM 6 3/8s 7 s/e" 7" D Cold Mix °°° CTABLE WARNING SURFACE SUITABLE -i ° MATERIAL ` PER CH. 11 FLORIDA BUILDING UNDISTURBED SOIL - - - - - - CODE (TRUNCATED DOMES - (SEE DET I DEPTH W DIRECTION � �a• —� f �a• � Irk �I hI (� (p� Q Q Q Q Q � 0 0 0 U p D 0 I O TRAVEL-FULL � ' HALF SECTION HALF SECTION HALF SECTION HALF SECTION CITY STANDARD MEDIAN CURB L5 LIV U L'� 1J 11 Limerock Base Q a tJ SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH Q Q Q Q t7 O z7 0 (LOW SIDE) (HIGH SIDE)NOTE& \� -\\X\\, , ' •• // �//e// . // TYPE I I TYPE I , FOR CURD AND aRtB ! GITTER PROVIDE 0.1W mum EVERY 10' (MAX. CONTRACTION JOINTS 1a- 6' MINIMUM 12• TO PAVING SKULL MATCH THE PAVEMENT JOBITS , NOT EXCEEDING /2'. 0.375• R5-1 R1-1 6 Limerock Min. \ 98% Comp. AASHTO T-180 ANSION JOINTS SHALL BE LOCATED A MAXIMUM OF EVERY 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES / \ CROSSWALK COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL CONCRETE FOR CURBS AND CURB a GUTTER SHALL USA•E A MBI. 3,0010 PM WITH SVTNETIC FIBERS PROVIDING CLASS "B" RESIDUAL FLEXURAL STRENGTH OF 152 PSI WHEN TESTED USING STM 01010-97, SUCH AS STRUX I0/40 ED AT A RATE OF 4.5 LB/CVD OR APPROVED EOUIVELENT Temporary Typ e I Repair AUTOMOBILE SERVICE HANDICAPRAMP DETAIL 3. GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. BEDDING ETAILCURBGUTTERDETAIL PROPOSED SI A E 1" Crown STATION W/ MINOR I R■®■W■ Cold Mix - - - - - - - AUTOMOTIVE SIDEWALK 6" 8" THICKENED EDGE Q Q Q Q Q 0 0 D D SERVICE AGAINST ASPHALT " Limerock Base Q 0 t7 SEE DETAIL 1.5 ASPHALTIC CONCRETE TYPE SP-9.5 3 ASPHALTIC CONCRETE TYPE SP-12.5 Q Q Q 0 0 O 4,000 PSI FIBER REINFORCED (2 LIFTS OF 0.75") N CONCRETE (SEE SHEET C4.1 ABUTT ASPH TIC \� i FOR JOINT SPACING). CONCRETE '� \• 98% Comp. AASHTO T-180 m ,_-TACTILE WARNING SURFACE PER CH. 11 to FLORIDA BLDG. CODE (TYP.) 4 .................:.........................:........ RAMP CURB :::::::::::::::::::::::::::::::::::::::::.:.... AOOREQATE-RIVER ROCK M ...................... .. :'•.•.^' EXPOSED i IN { T em orar T e II Repair •f v P y � yp P OF P N FULL WIDTH AND DEPTH RAM - \ \ RAMP CURB \ \ ' °O O O°O �\ Ditch Width(W) +4 Min. °° °o °°°°°o°°°°°°°° „ „ o°o° O o°0°o°0°g°g°g°g00°g°g / / / / / / / 6 COMPACTED CRUSH RETE OR LIMEROCK — 8 COMPACTED CRUSHCR TE OR LIMEROCK Surface Replacement 00 �\ - �, p ° .0.0 BASE MIN LBR 100 100% MAX. DENSITY BASE MIN LBR 100 100% MAX. DENSITY .>, 000000000 0000000000000000000000 "lr , 0°0 AASHTO T-180 AASHTO T-180 Consistent W/Exist. °°°° °°°°°°°°°°°°°°°°°°°°°°°° 1/8" To 1/4" Smooth Saw. Cut 4" CRUSHED CONCRETE, MIN LBR 100, 100% " MAX DENSITY PER AASHTO T-180 12" CONSTRUCTED SUB-BASE 12" CONSTRUCTED SUB-BASE 1 1/4" Min. MIN. LBR 40, MAX. PLASTIC MIN. LBR 40, MAX. PLASTIC Surface 12" STABAUZED SUBGRADE MIN LBR 40, MAX PLASTIC INDEX 6, INDEX OF 6, COMPACTED TO INDEX OF 6, COMPACTED TO a STMDM OR MEMAN COMPACTED TO A DENSITY OF AT LEAST 100X MAX. DENSITY PER 98% MAX. DENSITY - AASHTO T-180. 98% MAX. DENSITY - AASHTO T-180. Limerock Base Q D O C? GIT t REMOVE EXISTING CUIIsI Q F- T Lk GUTTER TO CONSTRUCT TRANSITION CURB Ik GUTTER AASHTO 5--180 Q N D HANDICAP RAMP DETAIL Limerock Replacement Base LBR 75, 100% Max. Density 1.5' CONCRETEPAVEMENT ECTI ONSITE ASPHALT PAVEMENT FDOT ROW ASPHALT PAV ENT AASHTO T-180 Ditch (W) ON SITE -,'A- Compacted Backfill 98% / 6" PERVIOUS CONCRETE Max. Density AASHTO T-180 4" WIDE PAINTED WHITE 1.5" NO. 8 AGGREGATE (WASHED) \ \� LINE OR CURBING $ C 12 Min' / 12" Min. 0 o Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. 9' DATE : FEBRUARY 5. 2016 E TYP. a » 0 6 �° 10" GRADED CRUSHED AGGREGATE PERVIOUS STANDARD PAVING REPAIR DETAIL PaoJECT 114001.01 4 SLOT OPENINGS SHALL BASE COURSE (WASHED) DE81d11� BY : JBD I NOT BE IN WALLS BRICK NON cfl 2'x2'x1/2" WITH GRATE SEAT SIDES WOFEBASEo CURSE TEXTILE ON BOTTOM AND ppAyyN gy ; DPT o 6" STABILIZED SUBGRADE (95% MODIFIED N 4-9 3 -1 8(;A� ; AS NOTED LTi COVER 2- #8 @ 6 0.C: PROCTOR MAX DENSITY, MINIMUM LBR 40) o NOTE: CONC. DESIGN 4• WIDE PAINTED WHITE LINE DETECTABLE WARNING STRENGTH NOTE: ALL GENERAI. TRAFFIC STRIPING SHALL BE 4 6" WHITE PAINTED LINE SURFACE IN Na 0--112--15 CITY OF ATLANTIC RY BEACH a 4000 P.S.I. / w -� WIDE PAINTED LRIES USING WHITE TRAFFICDIAGONALS O 60' ACCORDANCE WITH A.D.A. t1 Q Q MARKING PAINT I CONuo"RETE CTIO 2 12-23-15 COAB FDOT SJRWMD EQUALLY SPACED (SEE FLORIDA BLDG. 5' 6' CODE, CH. 11) 3 2-05-16 COAB a1 a_ EYE BOLTS " " ., ' `� `� TYPICAL PARKING ACE LAYOUTS MOUNTING HEIGHT I- (SEE PLATE 6 2 0 6 HC SIGN No. FTP 26 w ) » w 12:1 MAX. z /12:1 MAX. w D-210 2 1 4 3 1/2 Q m ca o w ® 3 1T/ 2 1/4 ALL EXPOSED CORNERS I I I I I I I --.► "°"°° " HC SIGN NO. FTP2 n 000 00000 00000 t� l� r T r Ir O O o o O O o AND EDGES TO BE I I I I I I TYPICAL AT \/\v °® °T Q 2 CHAMFERED 3/4" ,' 0 � 1 J NISHED GRADE MAX. 2X CROSS SLOPE FINISHED GRADE ALL ACCESSIBLE 8 PLAN - - - I TF) MATCH TOP LK o s► �P PARKING SPACES PARKINGDISABLED 18' •• I o O O o O � 6 WIDTH UNLESS OTHERWISE NOTED PARKING BY w p 2"x2"xt/4" ANGLE IRON GRATE PRECAST IN ACCORDANCE / "� C° 00 °' o �� a a a �► / THIS SIGN TYPICAL AT PERMIT WHEELSTOP WHERE �,. \ SEAT (SEE PLATE o—aos) WITH LATEST EDITIONS a a a ALL VAN ACCESSIBLE SHOWN ON PMN o OF ASTM C 478 a a a 12 X 6 PARKING SPACES VAN � » LUE PAINTED LINES " O.C. B.W. MANHOLE COVER AND FRAME PENALTY SIGN WI H GCE331BLE o4 ® 12 PER CITY OF JAX. STD. Nora' WORDING AS REQ�D 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP S• $250 FINE » 6" 6" GROUT BY STATE OR LOCAL LAW 12 X 9 WHITE HANDICAP o: THIS DRAWNQ NOT RELEASED FOR Z 1. CONTROL JOINTS TO BE AT SPACM EQUAL TO WIDTH OF SIDEWALK. 2"x 2" STEEL TUBE SYMBOL CONSTRUCTION UNLESS 80 NOTED VARIES Z MAX. DEPTH 15' 3. SIDEWALK WIDTH TO BE V WHERE ADJACENT TO PARIONG/ROADWAY. W/WELDED TOP CAP I I oo ABOVE : • . GROUT, OR 'RAM-NEK" >= BRICK 6' ANCHORED 24" IN II JOINTS WHEN REQUIRED N z 2 -$ SOLID CONCRETE o 6" WHIT MAX 2%CROSS SLOPE (( r SHEET TffL.E a 2" CLEAR ' GROUT, "RAMNEK" OR o ' "0" RING JOINTS .4 .4 4,• a ® .4 I I SLOPE ^� PIPE MUST WHERE REQ'D. 4 .4 a 6,. TOP OF " E : '~ NOT BE IN a II BLUE GRADING AND _ 1120/F » N PAVEMENT GROUND PAYING CONCRETE " v #4 O 12 O.C. B.W. CONST. JOINT w a LLJSURFACE DRAINAGE w . ' PIPE MUST NOT BE IN Q $ q COMPACTED = ° I I` 6" 6" Ln � „ LIMEROCK BAS t •. CONSTRUCTION JOINT 2 CLEAR ( e - DETAILS NOTE: �� "�FT• CONCRETE SHALL BE 3000 PSI 1 1 °° N 6" WHITE PAINTED LINE . � ,..• • . 4 , SPACES AND SIGNAGE Z PIPES SHALL BE FLUSH MAX.SLUMP 5" WHEN ADJACENT TO HANDICAP RAMPS Q — WITH INSIDE WALL MIN. 3° 5^ STABILIZED ( SHALL MEET AMERICAN NATIONAL STANDARD STANDARD SPACE PIPES SHALL BE FLUSH A117.1 AND ALL APPLICABLE CITY AND T SUBGRADE - U ,. STATE REQUIREMENTS. a .� BEARING CAP WITH INSIDE WALL. 8' 2000 P.S.F. a NOTE:WHERE SIDEWALK ABUTS BUILDING 1'- " @ #4 O 6' O.C. B.W. ///�� //�///•�////�//T///�/�/ SEPARATE WITH A 1/2"PREMOLDED Ld MINIMUM BEARING CAPACITY 2000 PSF MASTIC STRIP CONTINUOUS ,. QE/4�c, < s s STORM SEWER TYPE J-1 v `d�•:�r STORM TYPE I LET IDE ALK SECTION SIG N . RFT 2 HANDICAP ARI G AND STRIPING 06.1 THROUGH J-1—F MANHOLE 0 4 GAT JE c r E OF ..,• 8 H E E T r I \ \ TM to APPROX, 240 LBS. r C*4 r ❑ ❑ Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 x r0 TALL ^ \ MACHO) ___ ( /4 Jacksonville, Florida 32224-0229 r- FLUSH VATH TOP Office 904.739.3655 N 17 N GRATE D AIL FOR RAISED arm 1" Fax 904.730.3413 FLUSH WITH Z � a �- T T E V INLET COVER www.prosserinc.com CAST IRON FRAME r H ❑ COVER. U.S. FOUNDRYFlorida Certificate of Authorization 1 5/8" 1 7/8" 85 U. OR IED ............. •.:cc Number: 00004050 2 1/8" 7/8" ....... 35 7/8 2 7/8» ........... ..... ........... ..... v••s••••v v••••.•••......••••••a•• 2 CONCEALED E ELM •• •.••............................•.••••• • PICK HOLES 1/8" X 1" X 1" REQUIRED �. 8» BEARING PAD I 1 1/299 / RETAINING WALL 35 1/8" 4' ORNAMENTAL FNCE BY OTHERS FRAME AND COVER SHALL s � ..,a,.......v,<�,�,.-,,, w��,� mm.,AS� ��,�� .A,M,<,<vw �,.,< M..,..,,.w,,,�, �,W.n�<.�,<.A,,,�u��<, HW......,. <..,.x,�� .��«,W�,-,,. ,�,,,�� GROUND AT ALL BEARING BE MACHINED r -(BY , SURFACES SO AS TO SEAT AND PREVENT TOB EL 8.00 ROOCCKIN i ( r - � 25 YR/ 24 HR STORM EL 6_87 - PLAN ..g.� -_. ,.....�.v„_ .�,.. I I g NORMAL WATER LEVEL 4.20 -p 5 YRZ4 HR STORM EL 6.77 I I � -0 MEAN ANNUAL WATER EL 6.62 2'-10• wd,,. v „<„., a, ..,-<,w N„� v NORMAL WATER EL 4.20 ETAINING WALL PAVEMENT » GROUT IN (BY OTHERS) ' 1®2 UNPAVED AREA'S STRUCTURAL ENGINEER TO �+ I I ACCOUNT FOR PIPE INVERT, AUTOMOBILE SERVICE, 1� � SIZE AND ANGLE. i -• INV= 1.0 STATION W/ MINOR ' H ® % AUTOMOTIVE 2 2 Es® . 15 DP 50 TO POND BOTTOM • ' . BOTTOM = -1.8 GRT V E EL. -1.8 _ SERVICE SECTION. NOT TO SCALE F7 15 2 25 30 35 40 MANHOLE FRAME AND COVER DETAIL SCALE 1"=5' N.T.S. POND SECTION COABSANITARYMANHOLE COVER CROSS SECTION D-D 15 NOTE: RETAINING WALL I 1. USE MODIFIED TYPE 'E' OUTLET I E FOR CONTROL STRUCTURE. (BY OTHERS) 4' ORNAMENTAL FENCE 2. PIPE MUST NOT BE IN TOP=8.00 .HM ASPH�LT I _ T J CONSTRUCTION JOINT � £ 3. CONC. DESIGN STRENGTH 1 , 1 I 4,000 P.S.I. I I RCP 2.77" ORIFICE DRILLED 1 l CONCRETE PAD w IN CENTER 3" PVC I THREADED CAP I c. ,r. r :ar•. .+. a•4":. ab•c :a:,, �. vds vi NORMAL WATER LEVEL = 4.20 '� RCP N CONCRETE PAD w ,�..,,. ,,.,. ,• HA,.,u. � H,,,.,v,<..w. �.,�<w �,,�„-�,�v.,,,«,.�,��, w<.,�,�M.,��,�b�� „M�,,, i ..ti,,.•. �.�.. 3 STRUCTURAL ENGINEER TO • ACCOUNT FOR PIPE INVERT, I 1/4" ALUMINUM OIL N SIZE AND ANGLE. I SKIMMER WITH 1/2" INV= 1.0 GALVANIZED ANCHOR NOTE: E � 1 BOLTS. 18" O.C. 1 USE MODIFIED TYPE 'E' OUTLET FOR CONTROL STRUCTURE. 18" HDPE A 0.50% 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT . ' BOTTOM = 1.8 Y 3. CONC. DESIGN STRENGTH 4,000 P.S.I. 1/4" ALUMINUM OIL i SKIMMER WITH 1/2" I DATE FEBRUARY 5. 2016 t GALVANIZED ANCHOR BOLTS. 18" O.C. �> PRO.IECT Na • 114001.01 r- +o 0 1 1 M0, 2 X81 DE81a® BY • J B D 4 + SCALE 1"=5° DRAWN By : DPT ( 1/4" ALUMINUM OIL PLA N o SKIMMER WITH 1/2" PLAN CROSSSECTION -C N GALVANIZED ANCHOR TAB EL 8.00 WALE : AS NOTED BOLTS. 18" O.C. 1/4" ALUMINUM OIL ® SKIMMER WITH 1/2» NQ Dat* Rovh10f1 ! MODIFIED TYPE "E" STRUCTU GALVANIZED ANCHOR TOB EL 8.00 1 10-12-15 CITY OF ATLANTIC BEACH 2 2-23-15 COAG FDOT SJRWMD r TYPE "E" GRATE BOLTS. 18" O.C. O X SCALE 1"=4' / / i Y SCALE 1"=2' 3 02-05-16 COAB OIL SKIMMER/GRATE EL 6.87 ODIFIED TYPE "E" STRUCTU °' 25 YR/24 HR " RETAINING WALL » » 3 I TYPE E DRAT 21.5' 14.3' 2' DROP CURB 7 � (BY OTHERS) • � � OIL SKIMMER/GRATE EL 6.87 9 < ,...,,.. �,�,, �,,,.. �d � � w,� �.�,,,,� _�,..,� ,, � N 17.85 17.82 I 25 YR/24 HR » _ . >' �;,a,4� s w RETAINING WALL I I I 5 SIDEWA MEG- p € (BY OTHERS) 17 87 4 17 80 28 WEIR EL 6.45 ' ' 8 o " rµw.� <,,,,..� ��v,,,<,<,,,,.. �<,��.�,<„�„�<,�.� t '4B"��,v,, �u..�� a_ „w ,.�<.�,� T�,. ,�...- y2 �.�� '� � ti TRASH . _ : s ":, •. BARS .. .,�,;,,.�... ,�>.....-:". •,. .� ,..,;� 't'• •�,° 28 WEIR EL 6.45 , s � a 6 O.C. z 7 f- � � TRASH. - - �- - - O - Z N SIAL WATER EL 4.20 BARS f . 11=1 I I=1 11=1 I I I I 1=1 11=1 ISI 11=1 1=1 11=1 11=1 11= I I I=1 I I I I I I I 1=1 11=1I I I -11 1=1 6" O.C. r - I s h oLn BOTTOM SKIMMER EL 3.2 _NORMAL WATER EL 4.20 r 0 � CONCRETE PAD ` 5 �,<�<.�,,,,. ,,,«<.�.,,.,, �<,,,,. .,,,.., �,<,,,�,... .,.,.,< ,�,,,,�,.,�.w, ,.,<,,,��,„ �„ �,w„u „Y.<,,.,< ,,...,,«, , �,<„<<� <,�<.xHvv, a��u<�.. ,,..,�,�M . <.,,��,,�. �,,�� <,<.H... �<.0 £ j g 12" RCP BOTTOM SKIMMER EL 3.2 0 5 10 15 20 25 30 35 40 THIS DRAWL NOT FELEABED FOR UNLESS 80 NOTED Z ° I I TO OUTFALL CONCRETE PAD ABOVE 1 2.77" ORIFICE 15 RCPCROSSSECTION B TO OUTFALL SHEET TITLE o i INV. EL 4.05 I . : a . o Y SCALE ,"=2' GRADING AND •d' j INV. EL 4.03 z a ad° . a SUMP EL (FILLED W/ . .. U 21 5.25' 5 SIDEWALK 4.5 � a ¢ e..,.:,_. .. _ _.., CONCRETE FROM INV. RCP 4 ' �. •d MEG DRAINAGE <., w , - - - - - TO BOTTOM OF STRUCTURE) « w,« M . ' m` SUMP EL (FILLED W/ � . ' d U #4 • 12" O.C. B. CONCRETE FROM INV RCP 7.96 t7• 17.76 u DETAILS , ti a...... _ _ 86 mai, � �... D LS _ - _ TO BOTTOM OF STRUCTURE 7.64 I r Z MINIMUM BEARING - - - � t.969�•�-- ¢ CAPACITY 2000 PSF » „I I, I ll •J r ti' .F. #4 12 O.C. B. t, ,..+. •. d 4 O 6 O.C. B. - - - h MINIMUM BEARING ® TION ___ - : ,• _ SEC CAPACITY 2000 PSF F=.-. .. - a, w » �1 �1II I II I-4 O 6 O.C. B. - - - - - - _ - _ 111 III I I-II I-I I ISIII I II- I I_I I I-I MODIFIED TYPE E CONTROL STRUCTURE SECTION �. .� NOT TO SCALE � V.:� ` O - MODIFIED TYPE E CONTROL STRUCTURE �� ; C6.2 NOT TO SCALE 0 5 10 15 20 25 30 35 40 CI- 6 r ► 5, PE 8 H E E T 0 OUTFALL STRUCTURE 2 OU FALL CT 1 OSS CTION A- _ I� TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com I Florida Certificate of Authorization Number: 00004050 ,I GATEI AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE WATER SERVICE MARKER REQUIRED FOR NEW j DEVELOPMENT AREAS (SEE NOTE#4) SET AT FINAL GRADE (NOTE#7) CO—POLYMER METER BOX N &COVER WITH TOUCH READ (NOTE#1) 00 METER COUPLING (NOTE#4) 12„ CURB STOP (MAX) LOCATE WIRE PIG AIL END (12" LONG) Z CORPORATION STOP REQUIRED ON iv ALL SERVICES REGARDLESS OF SIZE. METER N (CONNECTED DIRECTLY INTO SADDLE) (NOTE#4) CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW SET CURB STOP AS PREVENTER(IF APPLICABLE) DOUBLE STRAP SADDLE CLOSE TO WALL 2"AS (SEE NOTE#2) POSSIBLE (2 MAX) SET METER ON UNDISTURBED SCH. 40 PVC WATER OR COMPACTED SOIL SERVICE LINE (100LF MAX., NOTE#3) DATE ; FEBRUARY 5. 2016 ACCEPTABLE RANGE FOR PROTECT Na : 114001.01 O TAPS 0°-45° WATER METER BOX COVER MUST BE TOUCH READ LID. DE8OM 13y : JBD DRAWN 13y ; DPT I 1 DISTRIBU 'ION MAIN ® 9CXE ; AS NOTED N ori NOTES: O NQ Date PAMM 11 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 1 10-12-15 CITY OF ATLANTIC BEACH LL_p 2 12-23-15 COAG FDOT/ SJRWMD 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW V WATER SERVICES WHICH ARE INSTALLED ON A DRY 10"SIZE OR SMALLER 3 02-05-16 COAB WATER MAIN(NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12"SIZE AND LARGER,A DOUBLE BAND 3 SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. cn F-- W 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL p BE SAME SIZE AS THE METER(1"MINIMUM)AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS Q APPROVED OTHERWISE BY COAB PU LIC WORKS. w 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS"NOT IN USE"(I.E.: IF NO METER IS INSTALLED).WATER SERVICES SERVING VACANT LOTS(SERVICE NOT IN USE),SHALL INCLUDE A"W"CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND Z PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS"NOT IN USE",A LANDSCA E TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). O THE REMOVAL OR TRANSFER OF A W TER SERVICE SHALL INCLUDE BRASS METER COUPLINGS(HEX ON BARREL TYPE). O 5. NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF THS DAAWNO NOT M.EAB® FOR Z DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. � T ' 80 NOM W VE� 7. METER BOX AND TOP SHALL BE CLEAROF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX(i.e. NO DIRT,TRASH OR OTHER DEBRIS PLACED ON TOP OF BOX). 81$T TITLE D 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. SEE PLATE W-44. WATER S E RVI E DETAIL- 2" AND SMALLER GRADING AND Q METER DRAINAGE W m PLATE W-2 DETAILS Z Q LijJ Q I- Q 0 s- O O O : „' J. BRADFORD DAV1% PE �� 1 ` r No. 82676 A S H E E T r DATE f I M" n W Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 NOTES: BINDING WIRE STAKED AND ENTRENCHED WWW.prOSSerInC.COnI OR TWINE STRAW BALE 1.EXCAVATE THE TRENCH COMPACTED SOIL TO Florida Certificate Of Authorization 48"MIN.METAL FENCE POSTS DRIVEN 2.PLACE AND STAKE STRAW BALES PREVENT PIPING WOVEN WIRE FENCE INTO GROUND A MIN.OF r-o" GRAVEL(12"MIN. DEPTH) (MIN.14 GAUGE;6"MAX. 10'O.0 3.WEDGE LOOSE STRAW BETWEEN BALES / Number: 00004050 MESH SPACING) FILTER CLOTH(MIRAFI,POLYFILTER X 18°MIN. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. (MAX.) OR APPROVED EQUAL) I I I I RUNOFF WATER SEDIMENT LADEN !G II I'I� I � I W/SEDIMENTS SEDIMENT FILTERED RUNOFF RUNOFF I I O✓ OQ' 1, FILTERCLOTH \G� ,r'.a;«r r t;•,. Y/� Q IV TRENCH '� -=-,-;•�• / M - ::C:i:V: `D I I - v _ s r^i- .�..r.2� ar ;_. i"�•;C';rf BACKFILL TRENCH WITH CONSTRUCT, "" - _ e i� i e i i i i .t.v�I%x':� �r� `, '� '•�c ON E EARTH AFTER PLACING O I I I FILTER CLOTH OAA FILTERED WATER WIRE MESH s; .'.r•Pi Y:.: .r `"" CONSTRUCTION SPECIFICATIONS Y w.j ^.,aiz•p;b^ rrru-- a 6"MINIMUMEl 5i TJ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A A SPACED EVERY 24"x24". B F MATCH WIDTH 2"-3"STONE 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENTOF PROPOSED ENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. SPECIFIC APPLICATION 'I DRIVERNCE t 'T 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN THIS AU ■ OMOBILE SERVICE ARE EXPECTED,OBUT NOT WHERINLET E PONDING AROUND STRUCTURE MIGHT CAUON IS APPLICABLE WHERE HEAVY SE EXCESSIVE TED FLOWSI III FUNCTIONAL CONDITION. - `A' 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. POINTS'A'SHOULD BE HIGHER THAN POINT'B' STATION •` / MINOR .WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. ,A PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY ' AUTOMOTIVE E FILTER FENCE GRAVEL W ME T SEDLEM FILTER STRAW BALE BA R CONST RUCTION ENTRANCE DETAL SERVICE DROP INLET W/GRATE DROP INLETW/GRATE EROSION AND SEDIMENT CONTROL ROL NOTES 13 a ® O a o 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs II I III 1 III 1 I tll I tIl I I III III II' III ll' I)I 1 I I III' III I I I p'II' II not reusable on-site and assuring plan alignment and grade in made as needed. all ditches and swales at completion of construction. ® D 22. Sediment shall be removed and the trap restored to its 2. The site Contractor is responsible for removing the temporary original dimensions when the sediment has accumulated to 1/2 v ® erosion and sediment control devices after completion of the design depth of the trap. Removed sediment shall be construction and only when areas have been stabilized. deposited in a suitable area and in such a manner that it will p p not erode. 3. Additional Protection-On-site protection must be 0 0 D a provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion 111 1 I III I 1 pl I I �J 1 JII I I I UI 114I l 11I I t confines due to unforeseen conditions or accidents, and sediment control practices as outlined in the plans, ' I I I I I1!I I I 1 ll' III I I►I II►' III I I NII 11' III I Lfi)ll' I)I I I JI specifications and St.Johns River Water Management District 4. Contractor shall ensure that all drainage structures,pipes, Permit. STAKES etc.,are cleaned out and working properly at time of ! FILTERED STRAW BALES STAKED acceptance. 24. For additional information on sediment and erosion control WATER refer to"The Florida Development Manual-A Guide to Sound _ I W/2 STAKES PER BALE p BURLAP FABRIC 5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management"from the State of Florida COMPACTED SOIL STAKED extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation(FDER),Chapter 6. RUNOFF WATER �� TO PREVENT PIPING STRAW BALE structure. Hardware cloth or comparable wire mesh with 1/2- W/SEDIMENTS inch openings shall be used. Jf more than one strip of mesh 25. Erosion and sediment control barriers shall beplaced adjacent FILTERED RUNOFF WATER WATER is necessary,the strips shall be overlapped. to all wetland areas where there is potential for downstream I W/SEDIMENTS I IIID I II IG water quality degradation. See detail sheet for typical 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction. , •. 'I I 'p. as indicated on detail. The depth of stone shall be at :A `r�j o •:� T I a;•;; r.4'xr i;v:a'„w;, I I I I .... least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed,fertilized,mulched and shall extend beyond the inlet opening at least 18 inches on maintained until a permanent vegetative cover is established. BURIED 4: ° - L--�I-- ��T I _ all sides. DAIS • FEBRUARY 5 2016 E BURLAP FABRIC {q:.4... I I I �I I 1-I I► 1 i ' I I v:.:. ,: DROP INLET 27. Sod shall be placed in areas which may require immediate a A: ::az • ..... W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and PANCT o. ; 114001.01 00 no longer adequately performs its function,the stones must be maintained. O SPECIFIC APPLICATION pulled away from the inlet,cleaned and replaced. (E� By ; JBD 428. Any discharge from dewatering activity shall be filtered and I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY 8. Bales shall be either wire-bound or string-tied with the conveyed to the outfall in a manner which prevents erosion and DRAWN By : DPT C0 FLAT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND FLOWS SPECIFIC APPLICATION bindings oriented around the sides rather than over and under transportation of suspended solids to the receiving outfall p THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A the bales. 8CME ; AS NOTED N (NOT EXCEEDING 0.5 CFS.)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO INLETS 29. Dewatering pumps shall not exceed the capacity of that which RELATIVELY FLAT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND 9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St.Johns River Ld RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. FLOWS(NOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO inlet,with the ends of adjacent bales pressed together. Water Management District. N0. Deft RovIdW O INLETS RECEIVING CONCENTRATED FLOWS,SUCH AS IN STREET OR HIGHWAY MEDIANS. 1 10-12-15 CITY OF ATLANTIC BEACH -0 10. The filter barrier shallbe entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction,silt LL_ PINLET TER Q w' trench shall be excavated around the inlet and width of a bale screens,hay bales and grassing. All fill slopes 4H:1 V or 2 12-23-15 COAG/ FDOT/ SJRWMD DRW WENT STRAW BALE DROP INLET SEDIMENT TER to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. 3 2-05-16 COAB tm the excavated soil shall be backfilled and compacted against 3 / the filter barrier. 31. All dewatering,erosion,and sediment control to remain in place /,/� FLOW after completion of construction and be removed only when F_ FLOW� � / � -\ 11. Each bale shall be securely anchored nd held in place by at areas have been stabilized. 1i1 ��\ //�� _ least two stakes or rebars driven through the bale. w �\�� ` 32. This plan indicates the minimum erosion and sediment control 0 % /� _� x - * * 'a 1_ 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is * 4 from entering between bales. responsible for meeting all applicable rules,regulations and Z water quality guidelines and may need to install additional 13. Close attention shall be paid to the repair of damaged bales, controls. w �i�/% ,�i '� - * - _ end runs and undercutting beneath bales. FLOW O FLOW�i/ _-• .� - : s \ * 33. All excavations and earthwork shall be done in a manner to Z �/ \ = * - �_ 14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be accomplished promptly. controlled and rerouted through hay filters,siltation diapers O _ --�- �� and sumps. The Contractor shall be responsible for the J_ J` 15. Sediment deposits should be removed after each rainfall. They prevention,correction,control and abatement of erosion and O FOUR 1-FOOT WIDE STRIPS OF SOD must be removed when the level of deposition reaches water pollution in accordance with Chapter 17-3,Florida _ SEDIMENT-LADENAS DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximately one-half the height of the barrier. Administrative Code. RUNOFF DRAwM P= pL pAGM FOR j REQUIRED MIN. V-MAX.2' TED F- 16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment Z RUNOFF WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by AWVE W/SEDIMENTS FILTERED WATER raisin channel bottoms and/or clogging outfall culverts. � - the existing grade, prepared and seeded. 9 99 9 II-II = -1 I Iml I I .I 17. Silt fences,straw bale barriers and filter barriers shall be inspected 35. The Contractor shall pay for any water quality control BHT TRL.E MI1 SL _ I- �, �' ,� • I-I I -"I=1 I I- _ immediately after each rainfall and at least daily during prolonged violations from any agency that results in fines being rainfall. Any required repairs shall be made immediately. assessed to the owner because of the Contractor's failure to eliminate turbid runoff from leaving the site and raising EROSI®N AND U STORM WATER WITH - - :ir background levels. S •EEP L 9 O it fence or filter barrier decompose I' ' :. .... 18. Should the fabric on a silt e ce LARGER PARTICLES FOR _ a.; p SEDIMENT U REMOVED •EWATERI I SETTLE OUTPARTICLES or become ineffective prior to the end of the expected usable life and the barrier still be necessary,the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, W DRAIN INLET - replaced promptly. including any applicable NPDES permits. CONTROL m •` +' = SPECIFIC APPLICATION 19. Any sediment deposits remaining in place after the silt fence THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed to DETAILS , Z conform with the existing grade,prepared and seeded. Q SPECIFIC APPLICATION PERMANENT SEEDING,TO PROTECT THE INLET FROM SEDIMENT AND MULCH Q MATERIALS UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. 20. The Environmental Protection Agency EPA has issued to Florida a National Pollutant Discharge Elimination System NPDES General THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND 9 Y( ) 9 Y (NPDES) ® WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. Permit for certain Stromwater discharges.This NPDES program requires that if the magitude of construction sctivities covered by the general permit are above certain thresholds,then a Storm Water Pollution Prevention PLan(SWPPP)is required.Also involved are certain Ld certification,notification,inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992& Q titled"Storm Water Management for Construction Activities-Developing Pollution Prevention Plans&Best Management Practices. It is the U Contractor's responsibility to determine if this project requires an NPDES application and notification and, if necessary,prepare,submit INLET ENT T T and maintain the required documentation in compliance with the EPA guidelines and criteria. �� O o EXCAVATED DROP ' O �� 0 �✓t 1° � 1 _ .�.�'D�1A PE r � Na X78 8 H E E T OFFICE Pei` DATE:" �'' TM` Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 i Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization T T P O L L T I T ! E Number: 00004050 CITY'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS SITE DESCRIPTION GENERAL CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,800 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE PROJECT NAME AND LOCATION: RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN 1 _ THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL THE GROUND. REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MA IAL: NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF OWNER NAME AND ADDRESS- SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT CATE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END _ CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE HATH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL OF THE JOB, WHICHEVER COMES FIRST. OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES THE SYSTEM INTO OPERATION. 8. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED. SOL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE AUTOMOBILE VICE DESCRIPTION: EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. SEQUENCE OF MAJOR ACTIVITIES: THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF STATION THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE INSPECTOR IS ATTACHED. SOL DISTURBING ACTIVITIES WILL INCLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: OF SEDIMENTS PETROLEUM PRODUCTS ITHE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND CLEARING AND GRUBBING: EARTHWORK, PAVEMENT AND GRADING: 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL ALL ONSITE VEHICLES WELL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY TINE STORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE CURBS do GUTO GLITTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE REDUCE THE CHANCE OF FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND SEEDING. 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT DIRECTLY OFF-97E SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE SERVICE RUNOFF CURVE NUMBERS: 3 CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED THE AND STORED IN A SECURELY LIDDED METAL DUMPSTER. 1. PRE-CONSTRUCTION - - SWALES/bIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS 2. DURING CONSTRUCTION ® - BASIN 12 COMPLETE FINAL PAVING 8. TEMPORARY SEEDINr, AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 3. POST-CONSTRUCTION - - 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NO ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS SOILS. 5 CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WITH A QUICK GRO NG GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WILL WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND SEE SOIL BORING REPORT FOR SOLS DATA GRUBBING ACTIVITY IS COMPLETE AND THE COVER DURING THE: SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOL TO LIMIT EXPOSURE TO STORM WATER. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND SITE SEE AATTACHED GRADING PLAN FOR PRE do POST DEVELOPMENT GRADES, 8. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEON AND MULCHING: SLOPES STEEPER THAN 8:1 THAT CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRIN TOA * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD FALL WITHIN THE ATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE THE DAY-TODAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVOID SPILLS RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE AND STORM WATER DISCHARGE POINTS. SEEING THAT THESE PROCEDURES ARE FOLLOWED. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION & STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE * SEE ATTACHED EROSION de TURBIDITY CONTROL PLAN FOR LOCATION OF STOCKPILES AS SOON AS LOOSE MEASURE MULCH MATERIAL CUT INTO THE SOL OF THE SEEDED TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD PRACTICABLE AREA ADEQUATE T PREVENT MOVEMENT OF SEED AND MULCH. WORKING ORDER. * SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND REQUIRED FOR USE. EXCESS PAINT WELL NOT BE DISCHARGED TO THE PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING 10. TEMPORARY GRASSI G: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. NON-STORM WATER DISCHARGES SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SITE AREA: MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS TIMING OF CONTROLS MEASURES SUITABLE METHODIF REQUIRED TO ASSURE OPTIMUM GROWING 1. TOTAL AREA OF SITE ® � Ac. MANUFACTURER. SITE PERSONNEL. WILL BE INSTRUCTED IN THESE CONCRETE TRUCKS WILL NOT 8E ALLOWED TO WASH OUT OR DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER 2. TOTAL AREA TO BE DISTURBED Ac. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHODISCHARGES WALL OCCUR FROM THE SITE DURING THE TEMPORARY GRASSING MALL BE THE SAME MIX & AMOUNT REQUIRED SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE CONSTRUCTION PERIOD: NAME OF RECEIVING WATERS: AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. MANAGES DAY-TODAY SITE OT'ERATIONS.WILL BE RESPONSIBLE FOR AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THEE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER FROM WATER UNE FLUSHING BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRA NG : IF, AFTER 14 DAYS FROM SEEDING, THE CONTROLS * PAVEMENT' WASH WATERS (WHERE NO SPILLS OR LEAKS OF OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GR AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER. THE AREA WILL BER KED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETA71VE COVER AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA. THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE. TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL. ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE OFFSITE VEHICLE TRACKING CLEARLY POSTED ON SITE AND SITE PERSONNEL WALL BE MADE AWARE OF THE STATE AND LOCAL LAWS. REFER TO 'CONTRACTORS RESPONSIBILITY" FOR DURING THE LIFE OF THE CONSTRUCTION SO FORA AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED AS TO PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE HATH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THE WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WALL BE PROVIDED TO HELP SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE 13. PERMANENT EROSIONCONTROL- THE EROSION CONTROL FACILITIES OF STORM WATER MANAGEMENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL E KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) COABMS4 CONTROLS THE PROJECT SH LD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT THAT OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A INCLUDE BUT NOT BE LIMITED TO BROOMS. DUST PANS, MOPS, RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND 14. PERMANENT SEEDIN • ALL AREAS WHICH HAVE BEEN DISTURBED BY TARPAULIN. GLOVES. GOGGLES, LIQUID ABSORBENT(i.e. KITTY UTTER OR EQUAL), INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED WALL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WIL. AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST. AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY AS PART OF THIS CERTIFICATION. COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF - ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE PROVIDE BOTH L G-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. OR SODDED ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE DAT FEBRUARY 5 2016 DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A - DAY ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM pROMCT 114001.01 LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE ❑Concrete CONTACT LITH A HAZARDOUS SUBSTANCE. DD SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS ❑Fertilizers ❑ Wood • 0 TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. MANAGEMENT PRACTICES WALL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. 4 ' REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. ❑Asphalt ❑Petroleum Based Products ❑Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE Ey • JBD TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ®Tar ❑Cleaning Solvents ❑Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF THE TIMING OF CONTROLS/MEASURES SITE BY THE REGULATORY AGENCIES. 2. TEMPORARY SEDIM T TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ❑Detergents ❑Paints ❑Met®I studs SIZE OF THE SPILL. By : DPT c[� AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF p REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TIMING OF EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA. ® ® - ® THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO F= AS NOTED N CONTROL/MEASURES. STABILIZATION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY E CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP INDEPENDANTLY IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT 1. 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DIKE: CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. NM Date PAVww CERTIFICATION OF COMPLIANCE WITH DISTURBED AREAS ABJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES FEDERAL, STATE AND LOCAL REGULATIONS FOLLOWING LIMITATIONS: A. BLOCK & GRA SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE ERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE 1 10-12-15 CITY OF ATLANTIC BEACH A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL IN ACCORDANCE WITH FEDERAL. STATE AND LOCAL LAWS RELATED TO STORM B. IN MINOR SWAT ES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS N CESSARY TO PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 2 12-23-15 COAB/ FDOT/ SJRWMD WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. THE STRUCTUR REFER TO D-902 FOR CONSTRUCTION WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO ON OFA OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. 3 02-05-16 COAB 0 PERMITS HAVE BEEN OBTAINED. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. CURB INLET SENMENT FILTER, AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE 3 DROP INLET IMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE D.E.R. DREDGE/FILL PERMIT Iii D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL C.O.E. DREDGE/FILL PERMIT $ BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIM T TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF S.J.R.W.M.D. M.S.S.W. PERMIT& THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED. BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. APPLICABLE. IN THE OFFICE TRAILER ONSITE. W SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE p INCONVENIENCEOR DAMAGE TO ADJACENT STRUCTURES do UNPROTECTED * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO ® POLLUTION PREVENTION PLAN CERTIFICATION AGAINST WASHOUT. AREAS. REFER TO D-903 FOR co"sflRucTION OF CURB INLET&DROP DO THE JOB. REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY Z BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SEDIMENT TR MAINTENANCE/INSPECTION PROCEDURES Q I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL LOCATION, MATERIAL do USAGE. C. DROP INLET SENMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY o _ ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN THE INLET DRAINS A RELATIVELY FLAT AREA (S <5X) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE W (J PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION NTH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. Z Z SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCT'S WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE do FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL * NO MORE THAN 10 ACRES OF THE SITE WILL E DENUDED AT ONE TIME a O GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS. TO THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. DN O BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE.I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL 'ECTIONS WHERE THE FLOW COULD CAUSE EROSION RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR O INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WEEK AND i KNOWING VIOLATIONS. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. TMMA NSF ABED FOR 3, BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE F- DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 00NOTFLOOTM t#4MB 80 NOM Z BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED %THIN 24 HOURS OF A�� W ! ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. REPORT. ry SIGNED: LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL Of CITY ENGINEERAT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED. 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS �T TITLEU I FRE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THEE DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3.800 CUBIC FEET OF * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL < STORM"WATER POLLUTION m PREVENTION U Z 3 PLA Q "„«„s,5;:, a10 Eti m I Vii' o ■ 0 01 p F'_ d F DAV!$;PE d 01 `F a C.4 No: IB2b78"a S H E E T DATA: • r TM Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 Z O 04 i w Z 0 Z I- w O O W ® o Z � � Z J Q LLI V) U Uj ® ® W 0 w Inn o m cr 1]] m O � Z LLJ F_ LU 0: GATEN'l Z 2 J O - O Z C- ZZ 0 0 Z Z Z 1 O3W OU _ O (L (- F- V) N V) a- m z - Of F Y ® ® w F 0 Z 0 O z Z W Z W ® 0 Z L Q AUTOMOBILE SERVICE w ® � LAV i ¢ 0 J � V)Ld0 Lj2LLj Z J U ULLJ ¢ WQ � � OWO STATION / MINOR Q Z N Q O O Z wQ Z (L O M Vs z to Q ti F Z U Y ® w = N N 1- Z 1- z d ((n J LLj Of Z O Z ¢ Z ¢ w W s AUTOMOTIVE ® zaz a � a � � ® � wirjr ® W : c, LAJ ® R N a Z U Z 10 Z � U Z (L SERVICE cr_ a W o m W � z ® vNW 'm � ZW zz 3 0 N U QUA ® a 5P0QFw U W z � � v � '' o > W ( M � Qo W Y 0 Q Ir w 1- w w C) n ® a m a. Z ¢ � W ® Q ® Z Vs ? m = z F ® ZZ ® W ? 3ZM X 1 J 3tz (o—n ¢ >. n. w >- Qwz U Q X o o 0 SO v ME 0 W }®} mak-' � — ® vit,I � � ® i2 J ® N J w >- O ® Q m ~ z LLI } Z W l- ® W Q w a. V1 } Z � W f- ¢ O 0 Uj w U O ro Q Z W w Q -j 0 o 2 m w W W Q dLL _ W W O W O U p Q U) W ® Z W W ® QG V) 1L m jE to ¢ 0 O U LL_ \ U li W O Z 1- w W Z M W Z M of O Z U J F- O Z eL Q Z a- V) V) g Q Z ® Z_ tW0- N W w w Q �' W U �` �' W U Cw? 0 a 0 Z 0 it r Q _j J Y 3 W U w 0 - W — J m F = Q 0 Q 0 0 Q ® O < Q W 1¢- U w 1m Z F m U Z (n Z D Q Q OU w 0 U ¢ d U — Q Q d V) (7 V) Q 0- M V) o Z U O Q FN Z F V5—U J W H w U-w wa¢W� c a'r' 0® =irzo w O N W Z V) Z O ww (n w ON>¢ Z 0 J-lZ®W Z J Z W ^ =FZ ® m _ U 0 m Q�Gi M DATE : FEBRUARY 5 2016 E v � Zz ¢ z� 0- Q_ ® W � o (L a o CT No. : 114001.01 w 0 W N M Lj W 3 cn®Q�ZQZQ By : J 9 D I ® — <25 w F_ U_ o w W z w vwi DRAWN By : DPT o ® w 0 v o o a w< AS NOTED N (n J N ® l j W _j SCALE J J Z M m }Z�4- L 0 w m ® Uj m F:LL_ J ® 3: XN � N a ® ® � z o o-. Z ww 0:2 N0. Date PANMM t� z zIr® N z ir U 0 w ® z ¢ w w 0 5 w Z¢ 1 10-12-15 CITY OF ATLANTIC BEACH 0 0 ¢ Q 0 0 0 o Z O Q N U w }tL 2 12-23-15 COAB/ FDOT/ SJRWMD VD 0 J w F eL W Z J Z Z J � ZZ i LL_ w z w S a z a a '� ��g ®�w�° 3 02-05-16 COAB v W 0 Z 0 O 'w W w ® m w (n = I~ Z > w FOWW0 W z z - ►- V) d v z Zw : J Z w wQ v ¢J w (A Q Q sn Z w O w IL Z < Q w O 0 O w Z 0 0 C3 W O Q ® 2 w ® O m ® Z = ® J O Jm ® j Z 0 Q O LL_ Z '� = z Z O (Z ''� wU d o W w U z O >- z N w Q ® ® z 0 a cn�0w� Q (L ® oc �' =a ¢ Z °- Z cwn = v a ®�w (� za w ¢ ® (n ¢ 0 w F ® v®m Vy �w- ¢ ® ® � V~i o ® w N � In � o- v v9 in 3 w 3 i= Z vz-i m < z Z ¢ z e- Z ir W J Q U W w W Zn Q m U ® wW® 2 U Z UQz= ® V) 3 (n Q Z F Z O Z 4 J N N U wZFO O Z w Q Q~ Lki V) 0J in � U m ® V)�IL(n Lj m C4 ® ® LLLJ W W L cr 0 0 < Le m � i z N U V) THS DRA NOT R�.EA� FOR W U Z ar 0 Z O � f CONST 90 NOTED _ W_j M ® � Ld w c� X m = w o � >- ABOVE U p 4 Z0 ® F ® Z wr w _ � 0 SHEET TITLE (� W FZ Fr v N a X N 0 W Q X ST ATER Q ® o z WVUio m m 0 U ® o ® cYi � � ow o W z N a w a Z (L Z POLLUTION Z Z z a) z m PREVENTION m � o � o Z PLAN—CONTRACTORS Q CERTIFICATION w o C9.0 0 7 ''�:� �� .��`� M7OiD DAVE PE DATES H E E T TRUNK WRAPPED W/20 LAYERS ` ANCHOR SYSTEM 1 OF BURLAP UNDER WOOD PADS PTEEL U-CHANNEL FENCE OST ANCF STAKE EACH SIDE OF Tm METAL STRAP SECURED WITH TWIN ® ROOTBALL U OR 2 PER TREE) (3) 2°X4•XI8' WOOD PAD SECURED HRUB SINGLE OR MULTI-TRUNKED TREE TRUNK 9• W/ METAL STRAPS - /---WATER BAG IF NO AUTOMATIC IRRIGATION DO NUI PE UNDER WOODPPADSED /SECURED20 RWITH TWINES OF 9• INTO TRUNKNTRATE NAILSF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & METAL STRAP 3/4' STRAP THROUGH 3/4' WIR ALL NYLON STRING, STRAPS, & PLASTIC WRAP '�THALL Community-Management- Energy- Relationships PTI❑NAL TEMP. MULCH DAM TREE TRUNK 2°X4•Xi8• WOOD PAD SECURED a CINCH BUCKLE TENSIONED W/ METAL STRAPS w AROUND R❑OTBAL (NO S❑IL) GOD SCREW 2'X4' WOOD BRACE NAILED TO , TIGHT OVER 2X4 WOOD 9� PAD AND STAKE (3 EA, PALM) TOP ❑F R❑❑TBALL 2 ® 3 MULCH BOARD (LENGTH EQUAL T❑ PTIONAL TEMP. MULCH DAM 9• DII-MUL PENETRATE NAILS >v ABOVE BACKFILL 13901 Sutton Park Drive South, Suite 200 INTO TRUNCK 3' TEMPORARY BERM SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) AROUND ROOTBAL (NO SOIL) OR STOCKPILED LIMEROCK FREE TOPSOIL) TOP OF ROOTBALL 2' 3' MULCH Jacksonville, Florida 32224-0229 r 3' MULCH TO BE PLACED ABOVE BACKFILL SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND y 1' BELOW GRADE " XISTING LIMEROCK-FREE SOIL OR OR STOCKPILED LIMEROCK FREE TOPSOIL) a PAD A WOOD BRACE <3 EANAILED ALM 12' 2'X4'X30' WOOD STAKE /� '; ; `;W,_;:.':,�':`: YELLOW SAND (COMPACTED) r Office 904.739.3655 >S 3• MULCH '�"'" "�* 8 EQUALLY SPACED VERTICAL SPLICES EXISTING LIMEROCK-FREE SOIL OR TO BE PLACED 1' BELOW GRADE 12' SOIL MIX "' -r -- IF R❑❑TBALL IS CONTAINER GROWN `�' YELLOW SAND (COMPACTED) FaX 904.730.3413 18' 3° TEMPORARY BERM : 18' YARD SAND t Y' < e. 8 EQUALLY SPACED VERTICAL SPLICES ..J-,f;"'.:-. ,2- .•';:-,,,•„�; WITH TOGGLE ANCHOR www.prosserine.com Diameter 3/4' WIDE POLYESTER STRAP • r: EDGE OF TREE PIT I 3/4' WIDE POLYESTER STRAP IF R❑❑TBALL I$ CONTAINER GROWN ANCH�SYSTEM E 2'X4'X30' WOOD STAKE _ COMPACTED BACKFILL WITH BLACK PLASTIC 2 - 2X2 PINE OR STEEL U-CHANNEL FENCE 2X4 B�+ D CA O 2 OVER P OR METAL TOGGLE - 2 OR POST ANCHOR STAKE CONE ON EACH SIDE OF 2x4 BOARD a DR 2 PER TRED ,•. a,. R❑OTBALL (ANCHOR SYSTEM A 4 PER TREE Florida Certificate of Authorization :� (ANCHOR SYSTEM 2) 12' A3 SAND/COMPOST MIXTURE W. -teALL DIAMETEJ Number: 00004050 MER DED WIDTH VARIES(TYPA) WML MMEM BALL SHRUB TRUNK HED VIDTN VARIES amm COMPACTED E%IST. SOIL-BACKFILL PALM TREE PLANTING DETAIL JUB PLANTING DETAIL TREE PLANTING DETAIL - NOT TO SCALE NOT TO SCALE NOT TO SCALE PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 17. Before fertilization a soil and/or foliar nutrient analysis shall be site conditions and all quantities indicated on these plans before performed to determine whether phosphorus fertilizer with 30% slow s ' z commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required. All planting bed areas shall be fertilized LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. I determine is substitution of materials is necessary. 18. Plant material soil shall be "native" soil that was removed from the 41' NORTH 5' NORTH / planting hole. If soil is badly contaminated good quality soil shall be used 26' NORTH 1 � 2. Soil tests shall be provided to evaluate various areas of the P 9 Y 9 q Y NORTH STREET ' landscape (especially the parking lot islands) for pH, available as replacement after contaminated soil has been completely removed from STREET STURDIVANT AVENUE I STREET FRONTAGE °"` �'"` STREET FRONTAGE planting area. FRONTAGE FRONTAGE (50' Row) ,' nutrients, phosphorus content, bulk density, etc. This will serve P 9 s S-__-..._._._..._....ss ss Sx ss.._.._...................__ss ss ................._.m..�; ss ss. rs-- � _...._..- 4, ....__ ._sg _,S._......__ s, ;S__.-. ... - ----sc w -------------- - -- - __..__ _,._ _�� ' -S - � to ensure proper plant selection according to prevailin soil 19. After sodding is completed, the entire side areas shall be watered by -� _ - _ __. _.�_ .........._ __ .,__ __ __ _ _ _. __. _ ..- - w what lime/sulphur applications are needed if any) hand or irrigation system each day for two weeks. After approximately one conditions, J-- - 25 SIGHT TRIANGLE ....... AUTOMOBILE _ material shall be Florida Grade No. 1 or better commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square 3. All plant - 1_ nursery grown in accordance to Florida Grades and Standards ' zfeet of area in an evenly broad case pattern XXDO + handbook. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading SERVICE STATION 4. All plant material shall be container grown or B&B. B&B preparation for planting. Apply pre-emergent to all beds prior to planting. ///��'\®®® ®//� �®®ill\``° ° �-_ __ p 20 PT �� L 3 T ( materials shall be "hardened off" root pruned during field 21. Rough grades will be established by the owners general WITH IVI I N O R 3 PT 4 production and shall be dug at least several weeks before contractor at approximately 3 inches below curbs, sidewalks, ' .. planting is performed. hardscape amenities, mowing strips and abutments. All materials 47 L rn �, shall be a minumim 30 from buildings or walks. A U TO M 0 TI VE ZF y ---� F �, 5. Plants shall be sound, healthy and vigorous, well branched and t t ,.. 21 PM - ` I e rn m densely foliated when in leaf. They shall be free of disease, 22• CONTRACTOR shall coordinate c s ruc son of planting areas 0 IIon SERVICE `._ with installation of irrigation system.IVN _ I I X insects, eg s or larvae and shall have healthy, well developed root 9 zD g 23. Where seeding may be required on the plans, germination rate � systems. They shall be free from physical damage or adverse 21 PM RETAIL SALES T . - - 3 PT 4 UP I D conditions that would prevent thriving growth. shall be the maximum percentage required for the variety specified cation specified. 6,400 S.F. - • • • • • • a - 6. All plants shat conform to the varieties indicated i he 24.at thSod tar ase of ashalll be SPECIFIED Grass. Grass for sodding I pan I c n t QV 3 IVN ZF ! list' shall be freshly cut in squares one foot wide by two feet long. rn f 7 ZF 5 I 7®n Substitution of plant materials will not be permitted unless >,. rl I„ } I Sod shall be healthy, free of insects and weeds, in naturally flourishing 7 IV authorized in writing b the LANDSCAPE ARCHITECT. if roof is ' '� ! ; 1 m Y Y P conditions. Dry, brown and unfresh sod will be rejected. l I • submitted that an plant specified in not obtainable, a proposal p I 25 Sod shall be laid en t end and side o side I a staggered 13 IV 7 JP 17 JP 3 IVN �; 1 m will be considered for use of the nearest equivalent size or o a d o i t s' n t red \ line to form a uniform layer. All uneven edges shall be squarely LJT aj 1 variety with corresponding adjustment of contract price. ZF -• - trimmed to allow close and firm fitting of each piece. 8 Plant material locations and bed outlines shall be staked or 5 , 37 PT 26. After sodding is completed, the entire sod areas shall be �"" � 13 ZF - � -d u a . � � � flagged on site by the CONTRACTOR. and shall be adjusted if required ¢ to fit actual as-built conditions on site and approved by the owner watered by hand or irrigation system each day for two weeks. ° + Sodded areas shall then be top dressed with a commercial fertilizer + °y w or owners representative. 4 y as directed herein at the rate of 12 pounds per 1000 square feet of j + + 37 FAX _ 9. All proposed tree planting locations shall be staked or flagged o + + EQ,� `� a DoT �v.c?l area in an evenly broad case pattern. before installation by the LANDSCAPE ARCHITECT and approved by the C_ ,i ,� + 4 :a '` < ' < > o owner or owners representative. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining - C7 N 4? m.e adall plant material on site during and before planting, until the m o °' , The CONTRACTOR shall estimate the depth of the planting hole ' - b a� . Q -.- o work in accepted b the LANDSCAPE ARCHITECT and/or owner. z 10 P Y / o g4. �. A. d a 4 T_ _ Q � by measuring the distance between the point where the topmost root ^ < 4' A '" <Q. - emerges from the trunk and the bottom of the root ball. The plantingThe LANDSCAPE CONTRACTOR is responsible for removing tree stakes 9 rn 1 - z.z > hole shall be slightly shallower than this distance. No more than 2 to 3 after tree is established. 4 4° o `® 4 4 _. I inches of the root ball needs to be above the soil unless the site is 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to ^ d , I be healthy plants and in flourishing condition of active growth for rn i a -g 4 4 ^ y a 4 a a poorly drained. Poorly drained soil requires planting depths even or 9 higher. Planting holes du too dee are required to have soil added to ninety (90) days from final inspection and acceptance. All trees 9 g 9 P q a g 4 � the bottom and loose) compacted. If plantingholes should fill with shall be guaranteed an additional one year from final inspection [. water as it is dug, position the bottom of the root ball above the and acceptance. 4 . 4` 4 , �a °° 4^� ;° water and mound soil to cover the sides of the ball. The hole shall 29. The LANDSCAPE ARCHITECT, owner or owners representative shall < be at least 1.5 times the diameter of the root ball. Wider holes shall 4 have the right to reject any and all work which in his opinion does 4 be used for compacted soil and wet sites% . not meet with the requirements of the specifications at any stage 11. The soil shall be freshly tilled and large clods of soil broken up. The of the project operation. - growing medium shall be settled and firm at the time of herbicide 30. In general, the work shall proceed as rapidly as the site 3 LI 23 SP N, application. Herbicides may be mechanical) incorporated b mixing into becomes available. Kee all areas of work clean, neat, and orderly 48 LJ 68 L pP Y Y P Y g P Y A' t top layer at a depth of 1-3 inches. at all times. 23 ZF , . . . . . . '7 ---..-..--. 12. All backfill around plant material shall be worked firmly by slicing 31. There will be special care to all existing trees to be moons= ® a shovel down into the backfill 20 to 30 times around the tree as you retained on site to avoid construction damage. DATE OCTOBER 12 2015 I .. .u"."•r"•."."®ua."..".w.."•.""••"..••,."u"••"••" -' °'"°�" '""° ""•"'""'"'- '"•'°�""'"'"� '"'""'° " �'•°""°""'"°'" `"• `� add backfill soil. Large clumps shall be broken up. Do not pack the 32. An automatic irrigation system is to be provided and __._ ... _.. - -- ~- - "" f backfill. Only step firmly on backfill soil to stabilize the root ball. The a shop drawing of the layout and _ 114001.01/ 30715 l k_ PROJECT NO. -.- 4 . < . �, w� _,,.,,,, =; __ �,, _____ Hu_ �,....._-. top of the root ball shall remain 1 inch (small trees) to 3 inches (large design must be submitted to the governmental agency, for review ------ ` _ =-_ -.. .= ;_ - ____._ _.._ _.__ _____ - =' f trees or approximately 10� above rade. Do not over-pack the loosened and approval, prior to installation. __ - ...._.__ __ ___.. _ -- - =.-= _ _ ... _.._.. -...__._._______._ ) PP Y 9 P PP P DESIGNED BY JOW ......____ _ ......____ _...... _. _ -� _.__......___ _ ____........_... _.._. .._ backfill.- - soil when wet. Add 10 to 20 gallons of water to the rootball and ba 33. Irrigation system shall be fully automatic, providing 100% . 225' SOUTH Fill in any holes or depressions with backfill soil. Do not attempt to coverage to all planting areas, with all pop up heads in lawn area. DRAWN BY • JOW STREET FRONTAGE eliminate air pockets by compaction. Water infiltrating the backfill soil 34. Irrigation station shall be set where there will be no mixing will eliminate large air pockets. of shrub and lawn areas, fixed spray heads with gear driven heads SCALE 1:30 ATLANTIC BOULEVARD 13. LANDSCAPE CONTRACTOR shall bear final responsibility for or impacts. Shrub risers shall be minimum 2.5' from eop and -.- - - --- proper surface drainage of planted areas. Any discrepancy In the all heads minimum 2 from buildings. - :-� =- _ �� - _-- No. Date Revision ( j (�05 Row) = drawings, obstruction on the site, or prior to work done by any 35. A double check backflow prevention (or approved equal); equal ~�~� __- - .� other party, which the CONTRACTOR feels precludes establishing " " --�- P 9 to a DCA-100; to be mounted in a rectangular valve box (12 x 10 ) 1 10-12-15 SITE DEVELOPMENT PLAN LANDSCAPE a sole of the meter and immediately adjacent to the .. _- W e proper drainage e brought W n^T^_ _^_ -�� drai shall be to he attention o e on the service el2 12-16-15 ZONING REVIEW COMMENTS - - ARCHITECT f correction or lief of said responsibility. water meter. 14. When planting on slopes, set tree so top-most root in the ball on 36. After the landscape plan is approved by the governmental - = I = �J the uphill side is even with the soil. The side of the root ball on the agency any subsequent changes must be resubmitted _--- ---__.___ 1 downhill side will be well above the surrounding soil. Soil shall cover the for review and approval. sides of the root ball, Mulch shall cover the edge of the rootball and not 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. piled on top. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. 15. Planting beds shall be cut or edged to form a uniform clean Sod all 4:1 or greater slopes. Seed all other disturbed areas. line between beds and lawn areas. GATE STATION ATLANTIC BEACH - PLANT LIST 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to PARKING TABLE conform to premulching finish grades. All planting beds and plant saucers USE REQUIRED PROVIDED E SALT shall then be uniformly covered with a minimum two (2) to three (3) inches AUTO SERVICE STATION 101 Z400sf M QTY SYM DESCRIPTION SIZE SPACING NOTES* TOLERANCE of #2 grade or better of pine bark nuggets. RESTAURANT 19(1/4 SEATS 0 (� 6 0 QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 14'-16' x 7-8', 4" CAL., 6' CT., MATCHED AS SHOWN N, FYN, FF, WW HIGH GATE STATION A T ATLANTIC BEACH - LANDSCAPE REQUIREENTS I 3 LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 10'-12' X 6', 3 TRK ® 2" EA., 4' CT, MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM ON-STREET PARKING TABLE In EXISTING a 3 TA TAXODIUM ASCENDENS "POND CYPRESS" 14'-16' x 7-9', 4" CAL., 6' CT, MATCHED AS SHOWN N, FYN, FF, WW MEDIUM FRONTAGE/ GREEN AREA GREEN AREA TREES REQ'D / SHRUBS SHRUBS TOTAL 1i THIS DRAWING NOT RELEASED FOR c� C7 PROPERTY CONSTRUCTION UNLESS SO NOTED AREA REQUIRED SF PROV'D SF SHADE REQ'D REQ'D PROV'D 4 UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM ABOVE N *THE NUMBER OF PARKING SPACES DEPICTED IN 23 SP SABAL PALMETTO "CABBAGE PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, FYN, FF, WW HIGH INTERIOR VUA 37,987 SF 3798 4051 10 / 5 THIS SITE PLAN IS SUBJECT TO A DECISION IN SHEET TITLE 5 LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' x 10', 3 TRK, 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE HIGH 3798 x .25 = 950/9 106 106+ CASE NO. 16-2014-CA-7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL 181 E) LJ LIGUSTRUM JAPONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH COUNTY, FLORIDA AS TO THE NUMBER OF 73 (D PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, W HIGH STREET FRONTAGE PARKING SPACES TO WHICH ATLANTIC BEACH LANDSCAPE NORTH 223 LF 2230 2444 5 13 DINER IS ENTITLED UNDER ITS LEASE AND IS 55 IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16" x 16", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH ' U1 223 x .75 = 169/3 56 56+ SUBJECT TO MODIFICATION IF REQUIRED BY PLAN a 42 0 PM PODOCARPUS MACROPHYLLUS "JAPANESE YEW" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW MEDIUMTHAT DECISION. . " SOUTH 225 LF 2250 2608 5 13 ) 68 ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 223 x .75 = 169/3 56 56+ NOTE: r- I ------ ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC ori 37 MI FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM EAST 77 LF 770 989 2 / 1 RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF 77 x .75 = 58/3 19 19 0 PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE �� 0, m 34 + + JP JUNIPERUS CHINENSIS "PARSONII JUNIPER" 16" x 18", FULL, MATCHED 30" OC. FYN, FF, W MEDIUM OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, O POLES, ETC., IN RIGHT-OF-WAY EASEMENT. NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON-SHADE TREES CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL - U1 ADJACENT PROPERTY AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS s - 1 SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) rnt..OF ' j WEST 200 LF 1000 1491 4 / 2 SOD ALL 4:1 SLOPES OR GREATER 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR YOU DIG CALL SUNSHINE 0 SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL 200 x .75 = 150/3 50 50+ eeae ca ® 1-800- 2-477® 30 0 15 3o LAo0000 1,r87hELAW)Va0AVA * 1289TMILL RLA S H E E T *PLANT DIST LEGEND: N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, TOTAL 10048 11583 26 / 14 287 354 / DATE: _ 1221.ry �M> OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) C.7 0TURDIVANT AVENUE (50" Community-Management-Energy- Relationships - -. _.... 13901 Sutton Park Drive South, Suite 200 - +0. - Jacksonville, Florida 32224-0229 -- - -.- - - - a _ 0. , : __ Y _ 17 0.1 0 2;:x,0.2 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .1 �'£' �0c �`�� ,, ,� ;;; __. �� ___ .. ....... _._. +• Office 904 739 3655 �� /�� .j,,, t1`! 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' S1mes & Rosch, LC 1 [ 4 o.o E=s. 1 a. + t +15. 1 + + + + + + + `� + + + + t + + + + + + + j + + + + + ._I__. ____, Consulting Engineers 10.4 2.6 6.2 41A2 _ 38�A 36.6 +36.1b +44T1.3 d3p9.6 35.9 .4 4�$ 36.4 3 41 .q�A38.3 36.000.0 8 35.3A5 391A 35.7 34.�A36.4 117 17.0 6.9 2.8 1 .�3 0.7 I 4 i 1 .0 a �,.,. _ r +0 rtley Road,Suite 100 I 1---- - --- --------- ------- --- ----- ----- ;M 30cOk Jacksonville,Florida 32257 __ _ -- ----------- -------- T 0.4 �`,> 2.1 4.8 1 1 .0 20.4 25.7 25.0 25.0 27.7 26.8 24.6 6.4 27.1 24.7 25.0 26.8 25.2 23.9 25.8 25.6 23.3 24.2 25.2 23.0 21.8 22.5 18.8 11.0 5.0 2.2 1 .q {�i0'8 6 FL. Cert. of Auth. 8107 ., I I 10 0 �. i + + + + + + + + + + + + + + + + +11 .8 t +11.9 +11.4 +11 .5 + + + + t + + � �®�.� � � a � Ph: (904) 260 3031 X0.3 �� 1 .5 3.0 5.8 9.4 11.6 12.0 12.3 13.0 12.8 12.3 2.6 12.7 12.2 12.1 12.5 12.1 12.1 1 1 .3 10.8 10.3 9.9 8.2 5.4 2.9 1 .5 Fax: (904) 260-9273 I I 0.0 0.2 :;,` 0.9 1.6 2.7 4.0 4.9 5.2 5.5 5.7 5.7 5.6 .6 X5.7 5.6 _. 5.5 +5.5 -5 5 _ . 5.4 5,4__ 5.,.3__ .._.5...2 5.1�_ ._5_G_ 4 8 - ,6 3.5 2.5 1.5 0.9 D. 0.3 C .2 ... r % X0.0 0.2 ,%�' 0.4 0.6 0.9 1 `1 .2 0.8 0.5 0.3'1, 0.2 0.1 0.0 (� ._.___ _........ "__........._..__-'.___.._._ -.,_-_.. ..._._ b. :j Q. OCTOBER 12, 2015 J -► - �..._ �..- _ �- - �� T - �� -}� � . - +�� - �r �� - }.-�* ,r}tee. _ --- -- -; -- 0.8 0.9 � 1.G 1,.Q ___ 0 1.0 1,0 1.0 1.•0 1•q 1.0 1:0 1.0 i.p 1.Q 0.9 0.9 0.8 0..8 0 6 0 5 0.4 0.3 0.2�C� 0 1 0 1 0 0 0.0 00 0 II.� 0.8 - - ---.._ .... . ---r_ - - ... . - _ - ._.._ DATE NO. : 11400 1.01 1 0.2 0.3 0.4 �: .. -- -- ....._.. --- _ -- _ _-- _. __. -_. -L j _ -- _. .- - - �l......... - - µ, _ _ _ - - - - - _ DESUED : DWS DRAWN BY : J LS SCALE : AS NOTED ATLAN TIC BOULEVARD SITE BOUNDARY Nm Date Revlelon _. 1 10-12-15 SITE DEVELOPMENT PLAN _ _ _. _ ... _ _ i FLORIDA ENERGY CODE EXTERIOR LIGHTING DATA THS DRAWM NOT RELEASED FOR SITE PHOTOMETRIC PLAN o 20' 40' EXTERIOR UNCOVERED PAVED AREA: 43,765 S.F. ,�� MESS 80 NDS SCALE: V=20'-0 SCALE: 1" 20' UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) SHEET T�lE FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED) SITE GENERAL NOTES: TOTAL SITE W/SF: 0.057 W/SF (ACTUAL) PHOTOMETRIC 1. NOTE THAT THE LIGHT LEVELS INDICATED ALONG STURDIVANT AVENUE ARE AS PLAN REQUIRED BY THE CITY OF ATLANTIC BEACH. SALES CANOPY AREA: 5,928 S.F. SALES CANOPY WATTAGE: 3,556W (ALLOWED) SALES CANOPY WATTAGE: 3,46OW (ACTUAL) 0 F FBC BASELINE FOR ZONE 2: 0.60 W S ALLOWED TOTAL CANOPY W/SF: 0.58 W/SF (ACTUAL) SL-1.0 OtFIFICE DATE S H E E T II 12/18/2015 3:02:42 PM,Simes&Rosch,LLC