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Gate 2nd submittal ATLANTIC BLVD r EL I 106 TAT N "wwl / MI R AU M TIV V1Z Tap � 0 A LANTI A 541 ATL m7^ LLJ 0 LANTIC BLVD RE 170678� 0000 .i V W Z 'I D ECEOVEQ J Q II 725 I E _0! - - J W 0 t ntic 0Uj eea Atlantic Blvd W PROJECT LO 'ION V1_ 0 E ., E } NJ i Beach Blvd �► e+7 a. LO N VICINITY MAP o 0 NTS cz 3 M a v 0= W TM DRAWING S PROSSER oCommunity-Management-Energy Relationships COVER C1.0 GENERAL NOTES C2.0 EXIST. CONDITIONS/DEMOLITION PLAN / 13"1 SWon Park Ddve South, Shite 2W C3.0 SITE LAYOUT PLAN cn PAVING, GRADING AND DRAINAGE PLAN Q_ W C4.® :� Jacksonville, floridq 322'14-�29 CANOPY GRADING AND JOINT SPACING PLAN E UTILITY PLAN v 65.0 .0 I C6.1—C6.2 GRADING AND DRAINAGE DETAILS o ca C7.0 EROSION AND SEDIMENT CONTROL DETAILS o P•�•�•�S f•904.130.3413 @•1*(9)prowbo1 ck aom C8.0 STORMWATER POLLUTION PREVENTION PLAN , j C9.0 STORMWATER POLLUTION PREVENTION PLAN21 a �'®• •fi —CONTRACTORS CERTIFICATION CD di tate of uthodzah Ail N0.. 00004050 aw W NOTA PROSSER WORK PRODUCT , M L-1 LANDSCAPE PLAN c v SL-1.0 PHOTOMETRIC PLAN E a� eo Z ISSUED: OCTOBER 12 2015 J ENGINEER RECORD: `LlLSILiLtB? 1 SI7f1 f4fiirfr,. c za No. Date Revision � Name:J. Bradford as^'P " Nuri�.f L#62576 per_ L' 1 10-12-15 CITY OF ATLANTIC BEACH X10.62576 _ c? 4 I � v ® ST�'TE OF 2 12-23-15 COAB/ FDOT/ SJRWMD r Si nature: Cr GATE PETROLEUM AUTOMOTIVE SERVIC S 10 NO TO 0 S C C CH ANTIC B� L D RE# 170 0100 535 ATLANTIC BLVD RE# 1 684 000 501 T _T it j Prosser NO. 114001.01 I n+ AMIP'lluroo" Cox Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 WATER NOTES QNT' * SANITARY SEWER NQ= www.prosserinc.com 1. Topogroph c boundary survey, including property lines, 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 operations 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. was rout ed b CLARY AND ASSOCIATES. P ) I P 9 P P Y Number: 00004050 P Y 19. Cut and fill slopes shall not exceed 4H•1V unless otherwise noted. main disinfection. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering 2. Prosser, I c., 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. 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, section 1926.650 subpart P, which is now a part of 2• Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the 4. The contractor shall be held sole) responsible for and shall take all precautions necessary Laws of Florida Chapter 90-96. 3. Water main stubs more than 40 feet in length. locations shown and there may be utility facilities existing that are not shown or indicated on Y P P n' 22. Fire hydrants shall meet COAB standards. the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of to avoid roe damage to adjacent properties Burin the construction hoses of this b. The Contractor shall provide written assurance of compliance with this law. property 9 1 P P 9 P the work and shall locate all underground facilities before beginning work. The contractor c. A separate price item shall be included in their base bid identifying the cost of compliance 23• New or relocated, underground water mains included In this project shall be laid to provide a project. 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. horizontal distance of at least three feet between the outside of the water main and the 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 rubbed in accordance with Ci Standards and shall outside of any existing or proposed vacuum-type sanitary sewer, storm sewer, stormwater to the owner. P q establishe practices of civil engineering for the design functions. Neither the Engineer nor g force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, AM its person el can or do warrant these designs or plans as constructed except in the specific be filled with clean structural fill compacted and tested in accordance with the geotechnical report. F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the 6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify P 9 P P P 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 the Engineer of any conflicts prior to installation of any pipe. basis at the site. 24. All debris resulting from all activities shall be disposed of off-site by the 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. 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 of 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 " P tY Y 9 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6 lifts. engineerin 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 dimension 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 111 of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the moisture content. dimension adjusted prior to commencing with construction. P AUTOMOBILE 'L a "' E 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 /'� �� �r 7. The contr ctor shall notify all utility companies prior to construction for verification and P Y 9 P P 9 and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit location o all utilities. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC pipe P P P Y P functioning properly at time of acceptance. 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM STATION \/�/� MINOR 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of 9 P P Y P D1557) during the compaction operations. Compaction shall continue until densities of at least 95 r installation for all components of the project prior to purchase of materials and 29. Burning 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. AUTOMOTIVE ng oconstructs n. cross any existing or proposed, gravity- or vacuum-type sanitary sewer or storm sewer shall OT'vE 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 t complete construction of this project. It shall be the contractors responsibility brick, or reddd-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 SERVICE that the c nstruction, outside City of Atlantic Beach right of way be in accordance with all that are included do this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. " P current Ct of Atlantic Beach Standard Details and S ecifications. 31. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbed by the construction operation. The cost of these items shall be included in the price bid for furnishing and sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12. All pipe lengths ore horizontal distances and are approximate. 10. The contractor shall furnish certified as-builts , see As-Built Requirements on this sheet. installing any new item causing such damag®. shall be laid so the outside of the water main is at least 12 inches above or below the 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 remain undisturbed. The areas indicated for construction shall be cleared and grubbed to contractor shall immediately contact the engineer. plugged or capped and marked until such time as connection is made inside the building. remove all roots and miscellaneous vegetation except specific trees that shall be protected 25• At the utility crossings described in Part ILCines above, one full lengths water pipe shall 9 P P P 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO 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 for as 14. Th® Contractor shall perform a television inspection of the sewer system. Two full reports, from damage during construction with the use of tree barriers. with bell and spigot, silt-tight, rubber-gasketed joints. p P Y P 12. All work s all be performed in a safe manner. All safe rules and guidelines of OSHA sizes possible from the other pipeline or the pipes will b® arranged so that all water main joints including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location P safety 9 34. Inlet grate zes shown on plans. All concrete boxes and yard drain structures shall be are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, of services, type of joint, distance between manholes and any 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 felevision inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be 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 tamped as part of the final,inspection. 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 shall be i cluded in the Contractors bid. regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services 13. All Improvements shown shall be warranted by the Contractor to the Owner for a period of under FAC 62-555.314(5)] with the approved plumbing plans 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 limerock 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 an 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 theutility trenches located in pavement areas, concrete testing and all other 2. Contractor shall coordinate the construction of water facilities with all other construction. 28. All water mains shall terminate approximately 5 feet outside the building unless rate is 50 glad per inch of diameter per mile. ASTM C-828-86 or C-924. materials -esting. 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 engineer 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 f r the project. and purchasing materials. to demonstrate that: 1) the leakage exfiltratton or infiltration does not exceed 200 gallons 29. The contractor shall make application to utility company for the project water meter per inch of pipe diameter per mile per da for an section of the system; 2 Exfiltration - 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than P P�P P P Y Y Y ) and shall pay for all meter fees. water mai s, which shall be to City Health Department permit conditions. 4. All workmanship and materials shall conform to latest COAB Standards and 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 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) Imes 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 not 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 603. all underground facilities before beginning work. The 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 9:00cm and from 4:00pm to 7:00pm. repair any damages resulting from their work. in conformance 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 io the owner. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's GRADIbIG , 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover 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: DATE ; DECEMBER 23, 2015 2. See geote hnical report for site preparation requirements. - AMEC Environment and complete. proper authorities notified. With approval of the permitting agency, ductile iron Q Infrastruct re, 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 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 of least 100 feet of signed and sealed ants and a set of computer uter disks containing project ect AutoCAD files and OT No. : 114001.01 � 3. The contra for shall coordinate the grading and drainage construction with all other 9 9 P P 9 P 1 smaller shall bepolyethylene i e with couplings ma be used and with NSF-PW approval. beyond any solvent noted. Any contaminated soil that is excavated shall be placed PDF's of the rints shall be submitted to the Engineer for review and approval. Additional �:,j constructlo pipe Y PP P � 9' PP JBD on an impermeable mat and covered with a waterproof covering. The proper signed and sealed prints shall be provided to the Engineer as requested. ®Y 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. I 9. Restrained joints are required where water mains are terminated and at all bends, do DPT materials, or review and approval, prior to purchase or fabrication of any utility pipe or 2. As-built drawings shall be in accordance with all authorities having jurisdiction. DRAWN SY accordance with COAB standard details and specifications. 35. All backflow preventers shall be in accordance with COAB cross connection program. ,n structure. P P 9 Contractor shall coordinate as-built submittals and approvals with jurisdictional p 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. COAB contact: Bill Pound 0 665-5787. 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 shall be mechanical joint, iron body, backflow preventers on fire lines or combinations fire/potable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all Kj notify the Engineer of any conflicts prior to installation of any pipe. resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions protection. underground facilities. Na Date RWAdW N 7. The existing utility facilities and locations shown on the drawings are taken from readily shall 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. available information. The actual locations of the utility facilities may vary somewhat 3/8" minimum wall thickness and shall be non-tacky tar enamel coated. The word ® 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. indicated an the drawings. The contractor shall contact all agencies with utility facilities in when viewed from the stem. 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 3 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. v work in conformance with the contract documents ands specifications and relocate if drawings or directed by the engineer. P 7. Provide location, elevation and description of benchmark(s). V) required a no cost to the owner. 13. Unsuitable materials under water pipe shall be removed and replaced with selected 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 8. Locate and provide elevations of all structures. Location of all structures shall be w +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during from two (2) directions and include northing/easting coordinates of center of ® 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below the compaction operations. Compaction shall continue until densities of at least structure. a 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. Qgeotechnic I report. achieved. 10. Provide dimensions and elevations of the pond outfall structure(s). cn 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 LLJbe responsible for the removal of all unsuitable material and replacement with structural 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the 11. Water as-builts shall indicate the location of bacteriological sample points. ® fill. Excess suitable fill material shall be moved to Owner specified location. See modified proctor 12. The as-builts shall include a detail of.every crossing of the new water main with z geotechnic I report. 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings,g gravity sewers, force mains and storm pipes clearly shown do indicating the vertical 0 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as the maximum deflection of any joint shall not exceed 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. horizontal separation is less than 10 feet. ® 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 be allowed until all proposed water 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 on the as-builts and all"mitigating construction measures clearly depicted in cases j Florida Department of Environmental Protection. where a minimum of 18 of vertical clearance between the water and sewer TH8 MAW" NOT F±�J.EABED FOR 13. Stormwate 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 (including storm) lines is not possible. (�QN$'ttFT, ION U�L.E,B$ 80 NO71ED Y 9 Y q Y Y tY P Y Y P ABO w (Rationalethod). mains to existing lines. All new work must be inspected by the engineer. No tests shall be � scheduled for weekends. Any change from the technical requirements must be reviewed and ZD approved by the engineer and owner. BHT TME U 14. All RCP pie shall most the requirements of ASTM C-76 and shall be Class III, Wall B. 48 � YOU / 18. Hydrostatic and leakage testing of the water mains installed shall be performed in HM ® DG 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 CALL SUNSHINE Q mitered 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 atgo � 7 for variations 0 U150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure1-800_ 16. The contractor shall provide a qualified soils laboratory representative on site during test after limerock is installed. _ 70 excavating to determine the suitability of the existing sub-grade and existing on-site C c Q material prior to beginning any filling operation. IT8#EL�4WNf lA 4 GENERA NOTES m17. Contractor shall take all available precautions to control dust. Contractor shall control dust 0 by sprinkling, or by other methods as directed by Engineer at no additional cost to the owner. Z Q LLJJ H F- ;CEtb 1 1.0 r o STATE OF i - 1 �• S H E E T DAMP•_ •.1�G - ',:: IL TM Community-Management-Energy-Relationships i 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Ii -- Office 904.739.3655 w- ° Fax 904.730.3413 OVERHEAD UTILITIES TO BE REMOVED. CONTRACTOR TO COORDINATE WITH www.prosserinc.com UTILITY COMPANIES/ AGENCIES AND TAKE DUE CARE TO NOT INTERRUPT Florida Certificate of Authorization SERVICE TO ADJACENT BUILDINGS. Number: 00004050 APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF I ,1 a EXISTING 8" WATER MAIN EXISTING WATER SERVICE ter= PK U„ KID CLARY APPROXIMATE LOCATION OF o" 2. EXISTING WATER SERVICE > > .�,°.�" �,.,,��,µµ. �.,..� ,,�,�,...,�„ ,,,� ,., ° �n .,���_,�„_,�,,,�„,�.�,F.� ,�n.�,�,w�„AH�„Na°,w�:�..,,,� m.,v�.�.".v,.N,.� � .�,Av,,,_aFv�..,,,...�. ,w >�...w�",..,�, .A„��,".ta� � LEGEND: �M, � � � � � � � , .,.°,°. a °..,, � � � ��' ,,; .° . � °� > - - ° µ s MANHOLE TO BE CONCRETE DRIVE AL"' " INLET PROTECTION EXISTING 8 SANITARY ;� R MOVED (NOT IN USE) TO BE REMOVED SEWER MAIN -•--•--- EXISTING CONTOURS ASPHALT DRIVE TO BE REMOVE MANHOLE TO BE W ^ EXISTING SPOT ELEV. 6,08 , 4 27.7+�t; REMOVED (NOT IN USE) CONCRETE DRIVE BROKEN ASPHALT WV N "1, ) T IN U ���� DRIVE TO BE REMOVED 1,N± � �0,a0 PROPERTY LINE �� TO BE REMOVED �.0 4A � �.° a�,�� "� T ,.fit � ® e x;,.,IPS a 7 a m tl TE-162Mh s��.,° ------ mm� .,, a,,,,, „".,,, mn ,,.. ,f .. ;,.,., vW ciF w.� y SILT FENCE LIMITS OF w,,,,, N.,,.,. m ' +� `'SF" �„ ..,,,�M �,.�.� „a,,,H„r,"°,��� �,.,, , >..,�,aM, >m.� .A"�,� �,� ,..��µ��.� a,..,, ,�>,"� �> "� � m. � / 5r 4 SF $F ,.,q g _..:. OM ONLYSF CLEARING w� rc `W5 5T W €sem, '. °,, _ ti , • , '' :° ° MANHOLE "' a.E O a�"a.'+°,;. fid• % '\ „1 s sC �' wt: i" 46 ° N w .•."T LIMITS OF CURB DEMOLITION ° 1 CON aAUTOMOBILE SERVICE a ,, S,,w . Z°zap " ' S8 LIMITS OF MISC. DEMOLITION STATION / MINOR C `Nt!° „ 49.73' A y a , �� :E ' µ 9 , I AUTOMOTIVE BUILDING TO BE y I v 5 s # IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY SERVICE DEMOLISHED � � � � „ � � � 1 �'� CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND I I I SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. I 7.02, A ANS s { 74, I NOTES BE xmo y 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY 3 � I �"5� CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE '�`' I a REMOVED WITHIN THE LIMITS OF CLEARING. ® w 2. CONTRACTORS ALL PROTECT ALL EXISTINGINFRASTRUCTURE BOTH ON fix" �t&,{xs:. a€k s6,. $"�,e,2 � �°�' ,.."yfir ;� s�j, '�°� � `� �' � PARKING AREA AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE EyPLAN PRIOR TO COMMENCING DEMOLITION. 7,95 35 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN }`' 5 AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL ASIS: �� s � � BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. LU Q -xi1. - CK AN TIUCCO 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY 00 '-v„ :'`II SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY s N �E, , DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE € 3 PLAN SET. o 1 I a, 6. ALL UNDERGROUND ELECTRIC AND TELEPHONERELOCATIONS SHALL BE BUILDING TO BE DEMOLISHED I ° COORDINATED WITH UTILITY COMPANIES. U- IM 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN H s ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND 1 t o " REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE E ro, PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED „w .. t� OTHERWISE AND DISPOSED OFFSITE. 7,30 FFE 29 50 8. REMOVE ALL EXISTING PAVEMENT PLANT MATERIAL AND CURB AS ° ss� �, " �� `€ `3�� g�,��}} ; •z � ." � �,"d � SHOWN. . ,. , „f , «ir iy ..0 „ffir „q; ;; ggi�gg g,� .gam ' �^.�. - 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF e >SaH "LP",• §;, ,' /d' ,�ce�" .,, 5 .vi �'JfY/,;.' uF.uc>lN /{.: w,., y,,,. �,, �,° � ",.°,;. � ,y,�� , � � u„" � GEOTECHNICAL REPORT FOR EARTHWORK ACTIVITIES sfa�� ,:;: �' �'�� s ��e,.a ,��a,,,��,� ��� ,� �� ,,, „ ,,.. ° ,, ,,,".,, " A "�,••"�,,,����,�• �,�%�����H - Now -,� .> � �� ," �•,•�,"r . � - � 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. y � 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL ��- x %"�-� � � � � •� �� �: � TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA ° STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING ,IIS 1 °„ mo=w II SAWCUT E (STING ASPHALT TO : Via; ' �$ I I a PROGRAM. PROVIDE N TRANSITION. � ����, COU a,'�,�p $$ � � i ,, q � � -`" � �. �^�., �, ,, ,�;°;` � ,,�� 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS `'i. AND %� "4 & ra.,. Y �� o` ..Y '�� § �.,. y ti>$sad' s " T'�- g - .s °s, � a °tial I xas« �:���" �:� y�,, �- � ��� -"� ��� OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. I �' " °_ '"� I 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE ° � I "w ° ' °. �` t ' I ^ ",s' s DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT APPR , IMATE LOCATION OF y�. 3u`PVC. I 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION PORTABLE TOILET "" RK,hNGG� I I � ° <I FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER i I � ,a`'� � ��' , � �� � _ DATE : DECEMBER 23, 2015 I�� �" f� f o AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 114001.01 � °�,� . � 62-621.300. PROJECT Na ' 9 APPROXIMATE LOCATION OF ROLL-OFF 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF w , DUMPSTER (MOLL OFF CONTAINER f I N" VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB DESI(VM BY : J B D oo ¢ COMPANY MUST BE ON CITY I EXISTING RESTA 1RANT ° BUILDING DEPARTMENT. 1n DPT APPROVED ST AND CONTAINER,,p ,; I PARKING LOT TO BE DEMOLISHED J i 1 STORY STUCCO AND!WOOD FRAME a DRAWN BY . CANNOT BE CED IN CITY ROW)i3 �m I, ,.. , I I I I J _ rn s I s FFE-8.401 t s s a Or "".1 ' ,� �> I I 1 I ; �y "�' � � � I EROSION CONTROL NOTES: SCALE . AS NOTED ¢ r ' DINER TO 2EMAIN 6 �a. N x Z Cd 1. `- EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE Nm DateR6Vh1011 r 4 , ,fiz " 8 INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND 1. 1 ry MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. E, F d'f'",�s�6 L CONCH R ING N 1 1 �� 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY - I s, I I THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES I _ ;' �.,..€ice % i; r m,�.r" c s;;os a " s IF. I I I " AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. " ~" I I I ° ° 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF J � ' FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR BUILDING TO BE DEMOLISHED _ i € COVERED CONC EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT p I { SRI- OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. <yA. yW, '� g ° , a - ' 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED " , wELE s (1,W x I °j,rwt x I I N89'2 '12 E '.��'�:. NN 512 I SII. AT ONE TIME AND THE DURATION OF EXPOSURE. NaX5'1 IL.. IN9a , ' 30 . 8 ate■ ��� m , 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL f 3 50.00-1(P&A) ;.,::.'.:. 5 .00 A) ;� -- °� MEASURES TO PREVENT OFF SITE DAMAGE. 6. 08 � „�y, "�:, THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO ,�.>,w., . � 7 . .. ���,- a,�, .�°.> �,."��„vn.. .,, "... ° �b,� „" , ,,,> °,",,,,� �, PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO ww M M m „„ as ,..,,w,.. qti h, E H,"„�,,."�„ .� �.�� ,.,� �,.,�,."..,.��,>,�.�, m, � °r, .a M DAMAGE BELOW THE DEVELOPMENT „ �� °y�` �° „�° � � „:,:��° ,aNI� � �'a.�� °sE� �s„., �a��a� �. a�� PREVENT SEDIMENTATION A TO AREAS W ME T a) 34.Swx COW MIA", °'�, �° "..,, N v _ ° q > � SITE. CONS DFINVE � n ,,Mn,"",,,,,. ,r� � ,> � > 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND µ ,,,:, ,,, w, °,"" m„� . >, a RUNOFF SHALL BE DETAINED ON THE SITE.EP _ w, a.W .� �w w„, �, v".� SF h S IF , , �x 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY p ,� ° : ° s° .,. $F ° AFTER FINAL GRADE HAS BEEN OBTAINED. © ;,Baa , ��.w� 3° " �� `f� s �'; 7" ,: � 1"� ,� ��� �+ MMC 6 CONCRETE DRIVE 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND P F 4221 -CONCRETE DRIVE CONCRETE DRIVE 843 COMPLIANCE PROGRAM. .T1,1$ DRAWN�3 NOT FIEILEAS® FOR CONSTRUCTION ENTRANCE. CONCRETE DRIVE TO BE REMOVED TO BE MODIFIED � SEE SHEET C7.0 FOR DETAIL TO BE REMOV ��,��° TO BE REMOVED _ 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL "' H (SEE SHEET C3.0) TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA ESS U4 84 NOM Z � STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR ABWE w TRAINING PROGRAM. � A HALT � W � B".�� �. �. � 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND "E " APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. SHMT 1TnE CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT IT ° a � CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. a�� w 12 ALL SEDIMENT/SILT T0 REMAIN ONSITE DURING CONSTRUCTION TION US ING z t ATI BMP EXISTING 10 CONDITIONS/ I � t r. " a Q ��� � w DEMOLITION ON PL AN N � PRE- DEVELOPMENT PLAN � SURFACE AREA CALCULATIONS ~ Q g SURFACE TYPE AREA (SF) AREA (AC) PERCENTAGE (%) 1 IMPERVOIUS ±49,376 1.13 69 a i .. PERVIOUS ±22,342 0.52 31 TOTAL ±71,712 1.65 100 ASPHALT FNo' = C2.0 T e25?6 o INV N-154 s THE ABOVE CALCULATIONS EXCLUDE THE EXISTING DINER .k�RA'bFA�D DOPE r°h DA ,, 1 �"f�`v 4 =\S H E E T SITE DATA TABLE USE: AUTOMOBILE SERVICE/ RESTAURANT SETBACK LANDSCAPE BUFFER ImIlift 7&1% 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 ® LOT DATA: Florida Certificate of Authorization ITEM TOTAL TOTAL (%) Number: 00004050 SITE AREA 71 ,712 S.F. 1.65 Ac. 100% I ,1 s� ELE , fDW� IMPERVIOUS 49,846 S.F. 1.15 Ac. 70% PK .EMIL~ I s`:,1,,.i. PERVIOUS AREA 21,866 S.F. 0.50 Ac. 30% y * PARKING: AS �IAL~, PARKING REQUIRED PROVIDED 16 1 400 SF 13 AUTOMOBILE SERVICE STATION ( / ) TERMINATE CURB O ROW WITH 24" WHITE STOP BARS I U q DIVAN'"r AVENUE AUTOMOBILE SERVICE STATION PERVIOUS N/A **13 3' CURB TRANSITION (TYP.) C BEHIND ROW 4 (W ROW) RESTAURANT 76 SEATS 19 (1/4 SEATS) ***19 � E � 45 TOTAL SPACES 35 BICYCLE PARKING 5 m, v, ~ 5 I I I I mABOVE CALCULATIONS DO NOT INCLUDE EXISTING DINER. sfif "� s 4 ZQ' R1-1 8�8� 0 20 24 WHITE STOP BAR; - - - - - N: 2178444.75 36 x36 , r 4 BEHIND ROW AUTOMOBILE ER E /4 -F-- SERVICE E. 528873.85 . . ,., w.,,., ,.,,,,, ... .�. „~ ,IlffiYf � .,,•gyp.~„�,,,,.�f1�G1� "i�f �: .,,~�Il�lrfill� 9i�f 4 FENCE PROPERTY CORNER] ij x x _ _ N: 2178448.59 ON PARKER S INE: 529244-30 GLE STATION W/ MINOR I N:i.217844 .45 R10' ��Op R1"1 " BIKE RACK 11' 11' 1 3s x36 < " TOTAL 11 AUTOMOTIVE 2884iN: 2178437.26 N: 2178438.49 I E: 529119.67 BULKH AD E: 529234.41 I r - - M " I * THE NUMBER OF PARKING SPACES DEPICTED IN SERVICE ; 217e4z49s " 2- 4' GATES THIS SITE PLAN REFLECTS THE MINIMUM PARKING G CORNER]BUILDIN 1w 5290s6.61` - - " - - - " - REQUIRED BY CODE AND IS SUBJECT TO A N: 2178420.58 I WET DETENTION POND € A C ER t E. 528915.57 N� 2178425.40 _ . . ® . . _ . . ® . . I I N: 217841 .47 Rt " _ _ DECISION IN CASE NO. 16-2014-CA-7714 E: 52884 PENDING IN THE CIRCUIT COURT 4TH JUDICIAL g � " / t2 12 I ` - . I CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE DUM TER ENCLOSURE BLOCK :' v► ' E: 529186932 395.33 NE:25298396.00 K 234.88 �I ' NUMBER OF PARKING SPACES TO WHICH WA WITH STUCCO TO MATCH w COLO OF ADJ IIL@i0J ,<.F:F„ `" x TAIL S/`11.ES MINI MOF J SEE ARCH PLANS 4 I I ATLANTIC BEACH DINER IS ENTITLED UNDER ITS ( > 6� 18 11 21 " 6,400 S.F. N: 2176380.2e i- * '- ' L - LEASE, AND IS SUBJECT TO MODIFICATION AS E: 529120.26 ° I r FFE 8.50 x N: 78388. REQUIRED BY THAT DECISION. BOLLARD (TYF v / x'� 4 y �f E: 529220.81 I ** P o OUTSIDE I y D � PERVIOUS SPACES COUNTED AS 50% N: 217840 .14 E: 5288 ,� I PERVIOUS AND 50% IMPERVIOUS. " q ♦ '-.,x �? >':'' ;, a +. erg rr<, x in�*yr7�3`.' :'�` Vie.,.-.,s�.,:._ s ,y _� s <«,. �Ffi s,3, INCLUDES 10 EXTRA SPACES t N: 2178365.29 �< „� tort ,°" �:;� ' ,���, �' �� %.� r :��� ���� , 1 T PER `', I , 1 SEC. 24-161(a).. N:'2178357.56 • � t � ~ E: 528916.19 dg" - N; 2178352.08' fi E: 52881 cu 5 - ~ , I " .. 1 W E - ° 2 IT y _ 24 WHITE STOP BAR; STRIPE 1 O.O°C.` 'x . N: 2178360. �. t " < ... , .. E: 529057.4721 8 59. 5 4 BEHIND ROW RI��TR �ITION r 11 t t' Y, 11 „ ,ate I F �' •°9.' el , .TY / Uj r.. ) NOTE. R / - • .. .. , ., ....•. .. ., ... ...:....:. I '�'•1.8 � FCONTRACTOR SHALL SEQUENCE ONSITE AND r r. y h 6,? l s OFFSITE WORK SUCH T - ,.�r CH HAT IT DOES NOT I R15 ` , " 21 8 .49 3 ;F 1 , �', �A& ,. .. " < .'�" ''� 03 ,&. Al F M- , i. ". ` s. �. DISRUPT EXISTING DIVER AND PARKING. . PERVI US PARKING, T< 5 Z < < �e 7 /y FUELING TANKS a •n4 J , ' , a• .a , „ SEE PETROLEUM I , , , „ k `�" ' ` ;1 �► LEGEND PLANS FOR DETAILS ; J AND LAYOUT . ,. ® vt _ y ?, �' DECEMBER 23, 2015 /� DATE . r- -- ® PROPERTY BOUNDARY i - . r d $ , r/ z - - v� R1-1 0 - - - - - 114001.01 ° ~ , I, •h -• - -` - - , x36 QCT NO. �. tl , F � " , • " � °gib ASPHALT GATE. PARKING fi I ASPHALT/ GATE By JBD -- - I ., x :/ .o.' EXISTING RESTAURANT �'' � DPT I � ,�3 r DRAWN BY 4 � 1 STORY STUCCO AND WOOD FRAME w < � �' �/�;' r TUC i ° ,v, POTENTIAL SIN , ,` r-a Y,,, � � " ° f I pl.., `.' "� < CONCRETE GATE PARKING , �' � � • FFE-8.4D LOCATI N I I L' , o, •o.< . �" �," Y 1 ,®• 4 �' }FF � . � . I "� AS NOTED HEIGHT- 0 I AREA- 120 F -- r ;i -w; �<` � �" " . ,�• � � . , ,, , � ,� _ .,., � ASPHALT/DINER PARKING I N � � - - - - �-- - - - - N0. Date ReV1010f1 217825 • �--- - -- �. `x, a -ter ' , - : ", _ x [NE: 52885 7.45 CONCRETE w„ M. I + , '�.��a.„x,fi�, ���.�,h . �.� CONCRETE on fi a . , ~ ® r O a, 4 3 PER CONCRETE `c. 5 STANDARD CU 2S RB a:� P. `. x� 'f GUTTER AND UTTE TY NC N R1-11 COVERED CO 6:.4,a w.R,.fi}. Rt 36 x36 , DETECTABLE WARNING 36 x36 ;. , o WUell T - -I ROPERTY CORNER' c t R) .. N• 2178244.57 o R_ N � NAI, 1E� ¢I R12 24' W A.PHALs RMNS LOT - " a LOADING ZONE 0`+ •. I I a ® ® w a ® ® ® ® ® ® ® ® ® �* . �,,,.M�~�~.,�,, ,~.-���..<-...w. �„��, � � PROPE TY CO' °� ,,.mow„ R_ °� R- _ I :, � ~,w w ms,µ I x , ° �, N: 2178248.62 _:�:A �, A w �.. �, CUCONIC SWK RB & GUTTER . ,. w _., �� �,,, ,,,~ ,.~.Mw. ,: , ,,,_ . �, p ... x3' F ~Y .m,w x 3.a r ~ ` II^^ i aefrda�+,. ��z„ O a, n .. O� es .Az a6°. ,_:,,�" w.'2'sb� �x 4� " �,� �p�',y �~ 'h."<a'. V/ ��s�.s .A� ;x � &8��,,8 < k__ "d„_�� u ._.,~ • . .w,,a,,u, � r.,,;;�. �,. :. : „� ON STREET PARKING w 3 Ind � .,,,,.,„e _. < < .. .. ,.,,,..~~,,,. Pow ...w .,.., ,,, u, ,..,.,. ,,.,w ': ..,..,. .,ii:,wx :'.be. H'Ux,�.',r✓.:.:.C.`.,,� ,..,,,,.,,,.,.. ,,,.:,,,,.�,",.,,.»,.,,.,«,.,,~..,..:...",.«~.<,r ~.:,.~,,,,,,,,,,,,,,~"�«.�w.w, HH,,,,,,,.; .:,,.,..r, :,,»..�,. ,,..,.� ~.,,,,�,,:.,:.,,,,.,., ,F,�: :a.....�,..,:,.w,�,«,w.m,,,� ..,;, ..:w,~. o ,�,,�., .�. .� .,x�ti,,�,,._o,�,�.w ..� r ,�,~_ COUNT wkPow� . e- - ..» .....r...,Y.:ro,,.,,ro. ,.,.�.x,,,,,,,,«.,,..,.~...,,<,..>,.>;,..M.,,...,»..,:,...� ,v,,...:w,.�,,.., �»,,, .,,,,.:,.. .�~.,.,.,,,:, ,. ,,,,- ,.,..ro-,,..w ,,,,_,,,,,,,,, ...< }$H` ��r f N: 2178244.10 o E: 529129.87 , 247.69 o N: 2 78236.81 P a � �,I ; _P- 4� N: 2178233.16 E: 28850.65 IN 4.21 E: 529127.34 `- N: 21 8229.2s I THS DRAV4W NOT FIELEABED FOR E: 9.01 24" WHITE STOP BAR; I TIE TO EXISTING DRIVEWAY (TYP.) UNLESS 80 NOTED NOTES: ABOVE w 4'.BEHIND CROSSWALK � T T ^ 24" WHITE STOP BAR; A 1 I IV BOULEVARD 4' BEHIND CROSSWALK 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE do THE AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID �T ME cam, �� m.,~ w�,�.�~ �,, , " pa SUPER CLEAR DIAMOND II SEALER. P. ON SI o ate , ~ �u ,., S (TY TE). M 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC <C i - " "N" ,• UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM 12031 CO40 OD ZONE X. a. � PANEL 9H FLOOD X U r - 7 �T �,,.,72 �_..�c E LAYOUT wmW µ 'N 4• ASPHALT N SHA LOPE IN SAME DIRECTION AS THE ADJACENT M a,. M, .,..„ �, , °LLLa u~ GUTTER PA LL S � .�w.�. ~���.,w . ��~.~. PLAN v ~' 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS E � I EQU TS SE SHEET C1.0. I 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. Q I PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. !itir}e1r.'i[191f!! AUTOMOBILE SERVICE STATION W/ w AUTOMOTIVE SERVICE ASPHALT 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. ►- CCS, 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE CD NOTED I � OWNER/DEVELOPER: GATE PETROLEUM .COMPANY f S ® I 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. ?� C3■0 e Lr 1 ENGINEER/LANDSCAPE: PROSSER, INC. o 1 13901 SUTTON PARK DRIVE SOUTH 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE T A SUITE 200 COORDINATES FROM CLARY AND ASSOCIATES. � ', o ?=• T G� 'RA j JACKSONVILLE, FL 32224 12. PLANS ARE NAVD 88. N �,, S H E E T d .rn Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 kx Office 904.739.3655 , < Fax 904.730.3413 } www.prosserinc.com Florida Certificate of Authorization Number: 00004050 rK NAIL AN ;;_A & E1EW DISK IN WNCRE.11IE DRIVEWAY INV ,, -W»,,,. CORE INTO EXISTING )W � �:�����¢� � '� < „..,. � ,,, »,.» ,,,,,,».»,,aflRDP`"IN ,.,, >, ,. .,,,v ,.�»>„»»> »» .,»>,»». .V....,».»,,,�»»,,�>�»>,.,,�« » w.,»»»,, .» � ' wrs<» »,»»� . . .» ; Lf'� O tNV.=3.05 _w ___V " ASPHALT m TYPE 'C' INLET > ts, TOP=6.85 TYPE 'C' INLET TUDIVANT A Y ENU CORE INTO EXISTING •• TOP 16.16 ROP INLET AT INV.=3.81 ^ DA=0.28 AC c60' ROW) E" (E) 1 -2.17 » NUT IN r >��INV *_173 Fuu_ OF VIN E INY.=1.17 °�. MEG `° � MEG (W) INV.-1.17 MEG .MEG 3 y � �, ���rb I,�� ���" »»w .,.. .:..,,.... MEG�:...w �uv ..o.< >,,..»»>»»..««»»�,.,u:<,,,,.:�m ,.,,,, »...+--�<.",»,:,.. ,,,», '..<,,.,«.N„ .,..,», < '».....<,<.m,p.<.�,»,..»..w.,«,»»,.,.,» ,,,»..,.:»>« ,»....}.,,.:t., .,., . ' ,....,u.. ± 16.47 . `-�` �� w..w,,..� »»» »>,_ "TE w, 6.50 ». ' 8.3 fes. „, ,,,»,�,»»..�: „:,w ,.a ' -�, __. 45 MANHOLE I <2 . 44, FOR w " 189 L6 15 1 < OP-7.20 gg „ T 6,41, .,s, ,,t, 9 r '.' F C r {, IN N() - - ,. N Tit rs ° € . , HDPE 0 5 INV.-4.OQ �» � �t 1TH ��� � __,..__...-..,...,._,..,.-. 4$r � �� HD 12" < � � <<: HDPE 0 0.5% ; . „ - INV=4:00 I' < - c, »'& w;, P 6.94 1.0% y 6.94 �� �< g w � via"* .. f. ,,... - .. ..,. .:.... .. ,.w,m. .,.... ,,,,... „ 9:.fsf ..y. ,v„ .. ,.... » ».n..,» ,n.,... .., ,<,i,,,,,,,>»» .,:.» ,< � $w%,f AUTOMOBILE W SERVICE JIL ` CLEANOUT , a• T CLEANOUT _ CLEANOUT _ CLEAN61�' 7.05 m, . . s< '` I�:T:7`9 INV: 1.62 INV: 1.50 INYk.t46 7.05 W. , tai x ■ ■ x x s s ■ x t aJ STATION W/ MINOR fig,£z ■ t x D 11 P.j 1 7.36 I CLEANOUT NOUT 7.29 r as € 7.16 INV: 1.90 » IIVy: X1.53 I °x..05 a <,a A° . �„ "�1.4Q OUTFALL 1 LEGEND AUTOMOTIVE I �x 8.30 8,30 I , 7.44 7.12 7.45 " '` I 7.57 ) 34 LF 15 INY.= 1.00 MODIFIED TYPE 'E' INLET I SWMF �,3 x 7.23 7.44 8.35 STUB OUT 8.00 7.66 HDPE ® N IR 6.2Q 'I ARE _ - - - - - - - - EASEMENT SERVICE �, STUB OUT 0,5X _ ;;,, - • I CE - < INV: 1.89 8.48 INV: 1.65 c CLEANOUT 7.32 1 TOP 7.95 STUB OUT r =4.03 7.45 ' STUB OUT ye INV' 1;53' - . . - . . -. . - . . - . - . . - NWL = 4.20 -- - RIGHT-OF-WAY 1 I • ILEI '' „ 1 7"63 , 4AS _ _ 7.54 8.00 INV: 1.87 ' 7.79 _ . - . . -. . . - . . - . . - . . � BOT 3.80 7.11 8.00 7, 25YR = 6.82 ' 7,21 ,. I + 5 • 1a a.o^„,f 6°z,� �.,rid ',G. y.�a'8" a'} .�E � a.> {� O oa°o°o°00 0 0 0°0°0°°°0°0°0 0°o a 8 g' j.,, ! UTFALL 2 oSgSgS °.°�SgeS�aevoovm I I MODIFIED TYPE E INLET 5YR 6.67 °° ° I MA = 6.46 °g°°^es000eegov000v000pagoveo PROPOSED ASPHALT o°°°oo°o° oO y 7,70 »,7 TOP=6.93 y .°° R, 7.45 ,23 � 9Y � �,�� INV: 1.62 :< � INV: WEIR=6.20 PA, 7.45 A� 7.27 RETAIL SALES 7 94' � INv.=4.o5 nn8.23 94 7M$ 1 PROPOSED CONCRETE 6j400 S.F. <, INV.-1.O0 ■ ° I z ,JE 7.53 8.48 INV: "1.72 7.38 , x r _ ■ . , 50 °°°°°°°°°,°°°°°°°°°a°o°°°°° ■ $.19, I X -_ �. o°o°o°o°o°o°o°o°o°o°o°o°o°o /`' r X i 0000°0000000000000000000000 ° o a ° o ° ° o . ° . . o o DETECTABLE WARNING r» /< ' FFE�8.150 I „/ � � rte, Y�� ri 7.79 ° ° ° ° o ° ° ° ° ° ° ° o " " c .' t '' 'i$ l ✓a ?E; o°o°°o°°o°°o°°o°°O°O°O°O°O°O°O° -INV: ,1 .. ., 1 x.,✓ � 1 al Frti r � � s 0 0 0 0 ° 0 0 0 IN 1.67 1< , I 8.00 13.1 :92 All� �' v . � 7.59 O[,, 8.09 f ° I MEG . e . < � � � .,, � $..2$ 7.52 .. .. STUB 0 �,: � � /,�F, -' .'' ' '•. ' STUB OUT INV. 82 . , �, � � ,� �,�,,d.�.."• :,, y,. ±7.00 3 CURB'1 ITION T STUB OUT 7.55 ° ...r :.: ..: • : . PERVIOUS CONCRETE NY 2.07 INV: 1.72 y° INV: 2.33 INV• g y' . 2.02 T < ;.L3.O7 ,i 7.89 7. `- 51 ,.r n,. , ) STUB OUT r'l 8. q.20 a � 8.48 • I� R 8.35 ». ,;. . 7�..3366.. 8. 1 .< 48 7.86 „ INV: 2.2Q 92 LF 6 1•, � �- .Z.$L ;�;" ���.,; ,, < .. . , - TY �, C INLET 2x ., (N) INY 1.15 • HDPE O fl.596 „o 3 � 8.48 INV: � Fy 1 7.31 . TO x.43 7.fiQ 7.86 8.26 8.31 . 1.77 E INV.=1.15 ' . ,. rs, "3� C } ? DA-0.01 � .,.., . �.w�- 7.801 ZL71 S INY.=1.15. ' _,,., ' < �_ 7.86 (.} w INV.=1.61 LE4►NOUT V.-'�7 ' ; -.., ' OVT 7.27 7.81 7.99 . -"' 7 3 ( { ) ". .4 7,55 ;.> .a ., ,. .: :.. ..., ...,. . L1.40 1�, 2 (. 8.35 8:24' •8:0$ MEG Q NOTES: f, Y. yy, 1 y V. .da s *7.08 - .- , ,. .. ., 7.52 8 ... .. ,. . ,., ... y;: I. STANDAR .. .. ,. _. ,.. .. .. .. .. .. .. ..< .» ... . ..,. » .. D COLOR FOR COAG DETECTABLE . . . .. .. ,�,.., . . . ._ WARNING SURFACE SHALL BE Y < `�».� YELLOW. ANY -< . w.^ �. TYPE . .. .. _ ,.... .,,... ,. OF ADHESIVE OR GLUE DOWN MATS STAMPED CONCRETE ..$ EOR ANY VARIATION f, OTHER THAN WHAT IS S ., .. ..'.. . , . .. ,.. . . .... ... . . . . ,"„ ,. . PECIFIED ABOVE WILL NOT BE AC , . . . .. .. ., . .. . ...... .... . . ,. . ... .. ... . � ,� / ,,,,:.�° I CEPTED BY CITY OF X y a3, . . , ,... ''.•. : . ... ..,... .... ,. .. ,... .. : .., ,.., ,.....>� : ,. ,��: , , ATLANTIC BEACH. COAG WILL CONSIDER ALT .., :.. • .. '. '. •. ,.. .. , ' 7.$L3'-. .., ° / , ;: . v.,,., ..,,:. � „_ ..,,,, ERNATIVES THAT ARE .EQUAL. TO THE • L3.... 8,fl , ,,, ,. PRODUCTS SPECIFIED ABOVE. COUNTY . ,. .. ..- ... '... .•,,...:.... :. .:. ,.. . . .. ... , .. . 1 ~:F„ : ENGINEER AND THE CHIEF N 1, AND 2 ,: ° dYa: - ENGINEER NEER FOR ' • j i , . <. ,� < I � DEVELOPMENT SERVICES „ WILL HAVE THE SOLE RESPONSIBILITY FOR D ' <; ETERMINING THE �,, <. '< 7.75. 7:7 6` 7.88 p �:07. � � =�<.H < �; 6 w PRODUCT ACCEPT � �;,a �" �,, y,� ABILJTY. --- - - 4 " < r h. 7. 3 ? I .23 " / <«,,., s .. - s, " 2. �k < "" � ALL ST - „� �, � RIDING N THE PUBLIC I .� SHALL BE 6 WIDE -; 1 . Il.66 < " < ",yv.. ;; �+ THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE >�O4 .,, 7.87 7.5Q • � f'�a, M __ 86 LF 14 7.70 ;f L _ - - " PAINTED. s f,< a HDPE Q.SX w ;a 4 _ r " = 3. FEMA FIRM PANEL 12031 CO < v 409H. FLOOD ZONE X DECEMBER 23, 2015 7.6 ` DATE . c .._, r " - =--� =..- - -.- _ _ - - - tai 1 . <; _'- '. .,' - - ` - - Af- 4. GUTTER PAN SHALL SLOPE x, ,. 7.92 N SAME DIRECTION AS THE ADJACENT� w»» ,,,,,a I >. 114001.01 L- �•< _. I • .: � 4, ASPHALT. _». . -• 1 k' /F r 7, X'' . 8 8.2Y" 8 32,, .44 x.56 5. FOR GENERAL NOT - DEQ BY . 7.7 7.78 "7.84 $ $ .�; .o. . �' .a - EXISTING ES AND AS BUILT REQUIREMENTS SEE SHEET C1.0. ,. 1 STORY STUCCO AND WOOD FRAME a » 6. SEE ARCHITECTURALDPT PLANS FOR EXACT BUILDING LAYOUT. DRAWN BY 1= v. c�. o FFE=6.40 -_ - <3 &> ,�„ .,>.4 < 7.70 Y 'oF a 7:78 < . 8 A �:, I � � �< � � �e - � 7. COAG APPROVAL OF THESE PLA LO 4 „ , r„< 4' � � '' � . � � NS DO NOT INCLUDE APPROVAL FOR -- -- rn ',.. I- PRIVATE UNDERGROUND WATER MAIN d . HYDRANTS AND FIRE SPRINKLER , „ SCALE AS NOTED r.: :_' E MAINS. .i " U v a;• 24.b LF '12 LEANU ., - - - - - - - - - = . L � - - - - - - - - = - H �_ � Di' . INV:-2.80 ' Na Date •" �. •„ L � ' ,, 3 8.20 8. SEE ELECTRICAL PLANS FOR Rev1810n LIGHT POLE L . " ., , LOCATIONS. " s, CONCRETEE PARKING AREA r w 9. ALL RADII E 5 UNLESS OTHERWISE NOTED 0 9 LF' 12 C UT i N THESE PLANS. N UT 203 LF 12 LEANO o 7.64 , L HV.=3.46rs � DPE 0 Q.5% I . . INY.,.2. 5 HDPE 0 Ns. 1 ' 0. ALL , ,, , ''>r �� < � , � DIMENSIONS ARE TAKEN FORM FACE OF CURB U �N � : ,� ,,..: � Y. � f, .,,,� ., NLESS OTHERWISE - :.. „. v r _. „r,.,y,. ,.., / % ",,:.> �<,>,�< " v,, ,, NOTED .TYPE C INLE �>' .2 T ,_ ; : a ' TOP= :� A, 11. SEE LANDSCAPE PLANS FOR COVERED conk LANDSCAPE AND PLANTING DETAILS. DA= X1.27 �., �w '- (N) INV.1. » , , ., ��,•x �, 12. ALL NORTHING AND FASTING COORDINATES p 5$ � �d ..r.rb . . RTES BASED OFF STATE PLANE ° 8.27 } INV:,1.5$ COORDINATES FROM CLARY AND ASSOCIATES. 7.77 7.41 8.31 a a Y<�,g 7.87 A _ _ _- _ 1" I 7.96 PK d- �� 4 W Met W� ASPHALT PAAe,IN6 L.01?' � sm 1 13. PLANS ARE NAVD 88. s <" ��. . «�� "��•>-�° �; ���� � �;'w"�' °"'- � ,.„ ,y, ��, ��� 14. SIDEWALK SLOPES SHALL NOT BE GREATER THAN 2% CROSS A 8.32 ,�;N,», �,� � LONGITUDINAL &29 ,.,�, �, ».. �, s ., �<, � AND 596 8.00 y y40 MEG 9 I e CD 8,34- WK CONC °<. CM f, a <. o Li, e .#% ,„< ,. p ..�3 a• 'oz '%q f' 6 ,a' +y�� s. ° ..£„ S s Mts' Dy:n oFoNC DRIB: o web a v a /I 'a ` a: a �'' a. ° a 9 r ., ,.., v . ,,., ...R ,,,,»,..'..,., .,>,,,.,,,»,,,. ,.,.,,,<. u,,. w BT^ ��a z,YfR.e sw,2,. u,„'S,. .,.,'s;•. .,. > .''" „a ,�A»vv» ..<,�,�»,W» �»„� .,W»<�».� ,�»�,»�,� �«,,,,,_„ ,<», .,,,, 8.48 a „ ..._ rs 8:314 < <.. �., 8.3 <�° �°�� �, 7 < w �,fi ,> w..,.,.» ,ate -..v. ✓,rs �°` ,,:, 3;s. K, x. '% .a •` .t, ,.,�'*'` a,:;xw f;; ,. $ I r ,<,x.. t., .»•8.31 -MEG x. ,,., t,, ,,u s.> �. ;� a <p MEG �, FL-7,0`21 �rs TYPE C INLET ±8.26 MEG ±7.67 MEG I TOP= 7.30 MEG± / ±7.82 ±7.50 i (N) 0.: ACZ 840 TITS DRAWM NOT F�EASM FOR E- � �� I ��� �.�' Nig 7.84 '_ i W I (E) INV: 2.60 CONSTRUCTION U%M8 80 NOTED ASPHALT .: ATLANTIC BOULEVARD ABOVE ww o ROW) w ..,.» » . ,,, -; _.N.M .. ..» a" < SHEAT MILE E F -:011111111111111-1-1111-­11 C.) ., EP GRASS < i9 I V N-,4,13, M. 3 U �� » AT 80111A,VW) ORASS ISLAND PO AND DRAINAGEPLA w .„» ro . b ws Q� roe. � o A A1,1' F''•- TJ*,41 �0. 0 INV W-3.54 D VA•p� S H E E T oA IT __­ � - --- . � I � ,I I � I I I , ,I I I I � ---7j-- i`£Iji X X X X X TM s 1 1 , 14 MM I I s � 4 ` I I r: sss Community-Management- Energy-Relationships s.85 ,, 4 I ^ 139 i ° a 4 1,, 1 01 Sutton Park Drive South, Suite 200 z°_ , • A 20 0 15 20 Jacksonville, Florida 32224-0229 d. / - ,. . I I 1111111111111111111111 1111111111111111111 % M PROSSER Office 904.739.3655 I IM11 Fax 904.730.3413 , � � E } x - . . www.prosserinc.com ,. ° ` Florida Certificate of Authorization Number: 00004050 ° ^ 'roe , ,4 I �: ° EVA 11 I LEGEND A 11 . ? .. . 'r' - - - - - -- - EASEMENT I <.. . 11 I I I - - ­, ��"­_ - -- -- -OF-WAY RIGHT 0 WAY 11­�­ I I I I I 11 � ,_'�, 1 - 11 I IRETAIL SALES /-i 11 I ' 'I I II - ', - '\\ F I I 11- ­­­ ­ ' 'I'll , I ­ I � ' ' I ­ 11 I ­ 11 � I I 1, 11 I 11111� I I I I I I , , 1 , � I11 11 , I q 1, p.y.y0y0pOop *'o*yoe0p0°ppa°*yapOQa / '.v,E �, I I I _ I pOpop°oO00�, I � ... OQO0oQ0°a°OHO°OHO°o�B°p0 11 Z ..-- °e�o°o.o.e.oava°o.o°e.o PROPOSED ASPHALT "TE � ' ' I 11 j - '',-- 111 1'- I 1� �111 11 I ' ll ',' , �, � � "' I ' ll ' 'Ille 11 - I I � I 11 � _ - 1 6,400S,Fw V, , 11I I :1 I 11 11 I se=eaoe ooQ000eeooeeQeoo ._ .,''I'll '' , I I : ., I I R .vj I- . 11 '' I � : I: PROPOSED CONCRETE I� , �, ''I I 11- �, ­,, I I I I I I I I I I I I .­� I � ,�, , , I I - 11 I I � � I'll < "".0 I I e-_11 � � � I , 11, - I'll, 11 , " IFFE=1 1 , I I - , I I I I � 8.50 41" " , I � �I I I � 11 I 1 1 1 1 1 1 I ,�, I � ,I I ' ll I I , I 11 x I I 11 I I I I I I I „k „svg , � °°O°O°O°O°O°OOO°O°O°O°O°O°. 'W ° O ° ° ° ° ° O O ° ° ° ° "I - " 11 I �: °�o�o�o0S-S�Hg-�8-o DETECTABLE WARNING AUTOMOBILE SERVICE o°o°o°o°o°o°o°o°o°°°o°o°°°° / I - 0000°00000000000..0.-.00000 s ,: STATION W/ MINOR I I PE V m R IOUS CONCRETE „. A T ��, U M TI`, /,:s j a ® Y E 11 < y,. ,y 3 ar.; .: � -_y ;. X3"`; 3 SERVICE tj f� 11 • syn/ @r'=;;�'�. 'I' fPr s ,',� s,f ti.' ,i- a ` utas. y 8 ,. y,- i /J� E ,y.. 2z b T'ri ��'� 3F'. / s,.ia , s°'./ y ,sem i; =� _ � z', k ; ^ i ivy r / f 5 ✓,':.'. �` `�' .l Via;: .;s„ f3jv ; I' ll , I - I 11 111� I I I-, I 'll 1 1 , < � ,""', 11 I I 1, 40:' ' , b4b' , - I——xt / z ! y s < � 1 1 7.80 :e • ' w -- 11 I 27 <7 �,�, . 7 I a , � l " 4 , ,^ <` ��• 4g . . . . 7 3s �Fi . 7.78 11 1. . . ,. -_ .. •. : .. • . . ' ..., . . : . , 8.20 . .. , . '' : .. 8.35 ,8.05 8:24 - . ' . . • . .'.8,15 . 8 . . . , • A4 • . . . .. ., . 1. 7.69 I I . /' ., . .> '. .. .. . .. • • S1. 8.04 .: • ;._ J O TION'111�INTS ..... lA__ t} S x 5. .G .. :, •� � � .. 9, . ONTR L JOINTS •• �' " ' . . . x G R C` JOIN .' --. .. ,•..... . �'�� ' . • _. . , ISOLATION JOINT': i : . :' :18 8.07 : .88 se .. .. .' : .. . .. . . . . . . . . . a I ,. . 7 88 :.. .: ;' I I I I I I Z I N .eo v I 1 r I I I I I I ! 1 I w I I �:Tb 75 a.,.,k o 7.6s � 7.98 8.10 8.07 / I I I^ I I I I 1 I, 11 I I I I, - . I I I I 1 I, I � 'O • F Ln 1 . I I I I . I I I I I I _ 1' ® , , A 4 ° �� E; I - �I ,v � 1 I , -- 1 1 ry ' I I I _ I I ° I° I I 8.23 I I _ I I I I° N 1 - �'-` - - _ _ __ _ -- .- _ __ _ -_ - _ ISOLATION JOINTS .. 1 7ss I 1°' ^"' 1 1 I I I I I I I � I I" I I I , �a 1 8.04 - cv , 7.85 , ° 7.8 7.50 I 1.. I I 1 I . . I, . A . I , , ,.I I, " I I 4 I I I . I I' I v I 7.42 ,, w r. �, I_ L._--- ` DECEMBER 23, 2015 ®---- ---- ----- - _ ® - I ,E I I'll 1 I I I I I I ° I I I I '° DATE . o ° �� I" - ,, e, ° CANOPY I " I I . I - 1 I -- -- ----- I I I I. .,y - I I I 1, I I I I � 3, PROJECT NO 1 14001.01 m ' 11 I 1 el ,A I �" , s , , , 3 I ' 7.65 16 , a Al DESK"M J B D Q, I _ I, 1 1 I I I I I- I. I I I I I I 1 1 I ^: I I I BY C r 1 1^ ;., r, it i ,1 __ . , N, 1 , I I �' 0 1., w . " I - I I _ I I I I I I, £ I I I I I I I I L I 1 I DRAWN aY : DPT n I, I. , I I° I I I" I J ,a . I 1 I I I I. ° i I I I LIA I I I 0, I L, 1 ,1 ^ ` I I I _ I^ I I I I I I - I - _, g , I SCALE . AS NOTED L-.----- --•� --- ------- J a..L ""'Y"" __"• _ '�"T""'".- '....'.,,, .�.D,^.."o. .,] I ''d �, .d f„g I . I I <. I I I1I I Iq. I I I' I I I I - 1 � ® 1 I I ! % I o I ` 7. 4 .02 8.04 8 4 8.16 8.2s 1 8.28 '`� 8.38 , 8.40 8.50' 8.4s 4 L_ I----- -=-----"--h . I I I �.�e 7ao 1 . I I 7.9a, s2 I I. I I LI I I^ ^ _ Ii I I I I i I I I No. Date Filon �7 8 - .- I I I I I I I . ,, I. I I �.c�.r�,.A, I I I , rZ3 I w- I. I �� Ovv� . I T 1 �` I .o.� I I �� � _ f C3 1 a 1 1 1 I < _ , I et I - 8.40 1, " 1 I I 8.52 I I I 8.62 < I o , _ _ 1 1 7.92 I° I I 8.a4 I I L : I a.1 s 1�_flJ L I I a.28 I �4, ` c Ir it i t �. �i . - _ c _ _ - _ -- -- 1 � �. p, • I c' 11 I 1 1 4 1 , , I . I :::! I I I I I I I I I I ° ° y I I I " . I I I I 1 , I � Iz ,I I I I I^' I I 1 1 _ - 7.78 p 7.8 7.90 •p• X7.92 8.02 .pa #3.04 8.1!� ame , 8.1s ° . 8.2s spe 8.28 8.38 ° 3,3e®. ; g, 8.50 p. 8.46 - - -" - I I° I I" , I I 1., �- I t = I 1L Jr I I I I I. I I" I „ �, I" 7.70 111 Is ' I I T I T , 1 I I T I I I T I I I T. I I I , , ,k I 8.04 I � I° I I I I F, , I ,ti " E -- =--- ------ I I `I r I k I I I I �5� , 1 I 4I _ I I ---- s; I " r I I Imo - I -. 1 - .- I .- - , _ I - - I - - _ _ C _._ - 1 __ I - � 1 I __ � I I 1 � - _ � I I ®�- - I. ® "I`m '" I I - I ^ I ,u I I I I� 1 I �w I I I I I I41 a i r _: ;I- I I - � I I I I I , I 1 I I I I I I I Isi I I 1 I I I 1 , , _ ,< _ __ , s,.E ----- ----- - I I --I I I I I I I I , 1" I E �� I ��I 1 I I I I Is C __ " . I I I. I o I 1 1 I 1 " I I 'I 1 /j 1 < I . , I I i I � I I I IE I I I I I ,< I 1 1 Ns u I ° , E, �, v r O .- O 0 P'f O 8Id- .08 ANO ISOLATION, 1 N JOINTS 85 x 8 5 CONTROL. N OL JO INTS ISO CATION J ,,,,,,,,... TM DRAVYM NOT OINT � RFlEA FOR Z 8� s 1 11 I - _.. .._ _. CONSTRIJ IJNLlEB$ >90 NOTED �. . .., ' ABOVE U 8.20 7. 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J. ;©Ails PE 6;Tr,IwB, {�4 � 8 H E E T ,: f^ . I x 6 ✓d�.£,, f I � TM I PROSSER Community Management- Energy-Relationships i 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 ,,: I Office 904.739.3655 _ J, Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 .�L'.. `l 1' r' J , V , .... ., -1111 1111_, _ ., n _`:" .. __.._,.._.__.. _.1111.�.a,, . ._1111__ .._. ,.,�, _,,,_.____._,,..__,,.»._,.,hf ...__,_.._..-1111_„_„� J _._.:_...,. „_..___..., .._.._._.._ ,,,,,,__1111 � __...__...,,__,_...,. _ _..._____.. - - '/•f .. v< mmri --'yf 1111......._..._..1111..3, ___,_,___.._._._,__.,,,,,_ •.,^f ____.,.___... ... .,{; 1111_ f Q/1 1111_ .. _-___,,...... ._ ,;,�,? ._. __..,.,..1111 1111,,.':_„ 1111. _ .. ..1111 - ... 1111.",,,;f 1111 ,._ „, ._ 1111... ............. _..._._.t; _,_..,..,_,.....__„_,.,.... APPROXCMATE FLOCATION 0 _. ..1111___._..,1 1111..___ 1111; _ 11.11 1111___ : ___.._.. . ._ „. „ 1111 _1...111_-1111__ _. F _, _ 1111_ t G, 'er -�.' I 1111 _ SANITARY SEWER SERVICE. �' ! CONTRACTOR TO FIELD VERIFY :' L E E N CONNECT TO EXISTING INV: 2.75 I �` 11 11 2'. WATER SERVICE TO �'I MAMHOLE 1. STUFDIVANT AVENUE EASEMENT 2" 6ATE VALVE (N) 11V: 2.83 ; 11 I11-1 - - - - - - - - (E)jNV: 3.98 F R®W, I , (W� INV: 4.18 ;- F. 1 i 11 ----- RIGHT-OF-WAY % 33 LF 8" �r : ... ._ _- 11.11_.._ ....._ .._.______.. ... ....._�_._.__-. _ ... ..-1111.__-__...__.... _. .., . _1_1111 11.11. �_.._.__ ..1 1111___1111__ _ 1111.____ _. _ _. 1111. __. _ -- 1111._ _......_ _ 1111.__. _. PV �:ar - 11;11 1111_ . .1111 11.11 . ' C ® 0.5% .. _ 1111...._ .....111111.. -_-_. _1._1.1.1 ._ 11.11___ ....11.....11. ......_._ 1111 _ _ 11 - DETECTABLE WARNING 11.11.._. ;�, 1111._ �� °^°�"^o^a^o^o^o^00008°���°���°��o W _ %1 1111_._. _ __..._..._ ., , � I _ I I �_ __�. 1111._ CLEANOUT r ' �,, .. „:. _1_,11 - �- �.._ 1_111 .__ . a-- .: INV• 4.48 - ..1111; _.- 1111 ._. I I I I CLEANOUT 15 LF8 _ �- - �, :� -- - - - - = - -L - - - - -1- - - - , PROPOSED SIDEWALK M L - , <� PVC ® 0.5%'`' '-CLEANOUT a. -� INV: 4.32 l 1111 ..__ - - - - 1111._ .__ a PR A LK , : _._ .__ ---.,_ ,. -. i ^ :; ;;�,,__ -, 1111.. .. INV: 4.03 ,_'° 1111..., .......___._ ._11"11_.,..... 1111...,,1111 1111 ................ .........__. .........a., 1111, r... ....... .,.e1;.��. ,, 1111_ i;.,.. 1111_.._ rlrrr rr� r ® s ® s t� w rrrlrrrrW�i err irrrrrrrrrr� rr 1�rr ;., rr i�r - ._ 1111_ AUTOMOBILE SERVICE SAN BOT= 3.93 : , r 1111 11.11 . -:_ -1111 1111._.. 11.11 m._. 11.11 i PROPOSED ASPHALT STRM TOP= 2.93 11111111=1111 - 0 i11 1" 90° BEND _ T � ..... 1111._ - _ 1111._. .. - _ 1111 _ _ - 1111. _ _ - _ -_ 11 ... x X x X -x X X x -x -x -X x « I-« lO t .( '.. "Iry STATION W/ MINOR I �� 1. M'' M SAN BOT= 4.381. i __ x STRM TOP= 3.38 -" I if / - - AUT®M®TI MOTIVE j I - (- i "sGREASE TRAP 100 GPM, 27 LF 8" 27 LF 8" e I NOTES: SERVICE 3 :_ MIN 200 LB CAPACITY PVC 0 0.5% PVC C 0.5% I 11 > % / . (SEE MEP PLANS) - . _ _ _ _ i' ( i 1STUB I . ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY t (SEE ARCSANIH TECTURALTARY RPLANS i 1. ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4 . t' FOR CONTINUATION) I 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY �.. '» P 5 I _ice i 1 2 90 BEND INV: 4.23 I . CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED SANITARY SEWER STUB �4 " STUB I 48 HOURS IN ADVANCE THROUGH COAB INSPECTOR. (SEE ARCHITECTURAL PLANS x II 3. NOTICE TO METER APPLICANT: A COPY OF THE RECORDED MET <,. 1» HOSE BIB 2" POTABLE WATER STUB .1 RETAIL SALES ER (SEE RGHITECTURAL PLANS FOR CONTINUATION) `.^ - EASEMENT SHALL BE PROVIDED TO THE JEA CUSTOMER SERVICE TAPS 6,400 S.F. 'L - - AND METERS COUNTER AT TIME OF METER APPLICATION AT 515 N. LAURA INV: 4,68 i !^ x x x- X- x- x- z- ST., JEA CUSTOMER SERVICE. 1" TEE FOR CONTINUATION) FFE= 8.50 1„X „ REDUCERll x . <' X ;' 3 1 x/ � / y„ 4. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. I x/ i r/ ; a y ry r y.ra .� RATED. �'' , x ✓,-.- / % 5. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY ZI , I I } . r I I 11 /- ✓ c.'�' CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTIONI I I ' ll , . .9 / ,, , �,� NOTIFY ,; I I , I " \ I I . �y F i" I ,;r /,> � c v + �• �� ENGINEER IF LOCATIONS DIFFER FROM PLANS. : \ I 11 ; ,�� I11 . �, ' ' I �'f_ I � ' ' I I I �r '�` ` 6. CONTRACTOR SHALL INSTALL PER CITY OF AT 1111.. ...: �q ice, ATLANTIC BEACH LATEST r / �' aE F ,'f ` `"`' STANDARDS ND APPROVED MATERIALS. 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J("' :rk z � 1111. ,_r„.,��`a,. r r,i9 x3,i: . !i,, - Hx . , £ t' 1111.- .. ,:: s: , - _ 45 B€ND _ �, -- - - / fY x /7 s f r s / I'll", l e , ^ y �' TE€ - - TEE - T @ y,` ' O I I .� p ,; , /.• _` J M M-- .= M=-- ----F M M M= -- . M M . 11 L_.-- - ----- ---- - J I /'^ ./, -- c n I - -.- - _ ;. 4 ,' r DATE . DECEMBER 23, 2015 I r , k 6; , r`. . `10 z I`,`, `� ( 1. of - a - - - - c- -"- - - --- - - -ry - - -, - -- - •x. �I?r. 0 ~ 11 I h 1 t 9th° BEND 90 BEND' 90° BEND ' , ' PROJECT NO. 001.01 I L-- ---- --J .", " ," .. � , A _ _J . _. _ >: 7 „ „'1 ' f i ' - --- I JBD 11 rDESIGNED BY t:: l:. f i ? 4, 11 I "il , W Iy„ f, v - c; 1 STO E `,L, , ( .! n.r :;/, t u t rti H RYXSTUCCORANDA WOOD FRAME ;_ ,� Z ® I y, DRAWN BY DPT I " 1 , D.. ; .. : •p• „ .. F . •o+ 4 r v •o•. ..; 4 „•p• s: ' •O• I''ro. 4"c, � •p• t ' FFE=8.40 �n kr-- �,-J , I f Y 4 I x _ u - - - -- =-- SCALE AS NOTED - _, i N - r> r:, Z f y. L ., = - -' - - - - M - - - - - - - - - - - - - - - - - - . 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UTILITY PL 1111 �' _ � , 111. _ AN _ _ _ ._ __, _ _ _ z - . _ . 1111 1111 1111_ 1111 _ _ .1111 _ 1111 _ 1111 1111 1111_____ _ J f I I 1 Q 2" STUB (SEE LANDSCAPE PLANS FOR CONTINUATION) -� ,un+,.,rrsrr,af M M ,, Q CD r3 w�^` [ 5 ° V f: � s O ( •• 11�� It f{ .t - S". - x Cv� ���® F .. .V"- I 0 _-_ ° m w 1 /`s-.jE� olz� c V :1.,�: .� e f} ; .Iii 11 r /,.,, 'Z �as�, No, Offif _ S H E E T .1 't ii4 OFIP�AVW,''P,E - / DAT#*.` s �[ (� WATER MAIN CONNECTION DETAIL 7ti 2"R �- INISHED GRADE 6" JOINT SEALER* wrj PROSS ' 1s" Community-Management- Energy-Relationships NOTE: a BEDDING EXCAVATION SHALL ACCOMODATE t2. 13901 Sutton Park Drive South, Suite 200 BELL SUCH THAT FULL LENGTH OF PIPE IS SUPPORTED. PAVEMENT Jacksonville, Florida 32224-0229 as Q CAREFULLY CAREFULLY L.—6- Office 904.739.3655 Bc+18"MAX. COMPACTED Bc+18"MAX. COMPACTED * APPLY JOINT SEALER 60 DAYS Fax 904.730.3413 » BACKFILL » BACKFILL TYPE "D" HEADER CURB Bc+12 MIN. Bc+12 MIN. AFTER ASPHALT HAS BEEN PLACED SHEETING Bc Bc 77HL�� (OHLwww.prosserinc.com SHEETING CONC. CURB 5° 5° Florida Certificate of Authorization JOINT SEALER T1/2" 1" R 1/2' �1" R R3-5L R3-5R Number: 00004050 1/2"R I 1/2"R -i— s „ 1/4 Be 6 3/8" 7" 7 �/8 7- 1/4 Case 7 -F4" MIN. . � ► 100 � 1" Crown COMPACTED GRANULAR Bc SHAPED BOTTOM SUITABLE ' �s• I 18• I D Cold Mix MATERIAL UNDISTURBED SOIL - - - - - - CITY STANDARD MEDIAN CURB (LOW SIDE) (HIGH! SIDE) 0 � D 0 0 0 D p D HALF SECTION HALF SECTION HALF SECTION HALF SECTION NOTES: ENTER Limerock Base n Q D O 0 DO SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH 1. FOR CURB AND CURB 3 GUTTER PROVIDE 0.121• CONTRACTION JOINTS EVERY 10' (MAX.). Q "TE J01 EXCEEDING0.375EIAN510NCONTRACTION JOINTS ADJACENT 70 CONCRETE A JOINTS SHALL BE LOCATED MAXIMUM �VING SHALL MATCH THE PAVEMENT CONTRACTKIN \ \\ \\, // 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES TYPE 11 TYPE I 2, CONCRETE FOR CURBS AND CURB A GUTTER SHALL USA=E A MIN. 3,000 PSI WITH SYTNE11C 6" Limerock Min. 98% Comp. AASHTO T-180 FIBERS PROVIDING A RESIDUAL FLEXURAL STRENGTH OF 152 PSI WHEN TESTED USING SIM C1018-•97, R5-1 R1-1 SUCH AS STRUX 90//40APPLIED AT A RATE OF 4.3 LB CVD OR APPROVED EQUIVELENT. COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL 3. GUTTER SLOPE SMALL MATCH ADJACENT PAVEMENT SAM ' C L A S S B Temporary Type I Repair AUTOMOBILE SERVICE BEDDING DETAIL CURB & GUTTER DETAIL PROPOSED SIGNAGE SINGLE POLE 1" Crown STATION W/ MINOR — — — — — — — Cold Mix AUTOMOTIVE 8° THICKENED EDGE Limerock Base �3 6 D 0 D 0 SERVICE AGAINST ASPHALT 1.5" ASPHALTIC CONCRETE TYPE SP-9.5 2" ASPHALTIC CONCRETE TYPE SP-12.5 Q O d 4,000 PSI FIBER REINFORCED SEE DETAIL (2 LIFTS OF 0.75") �\ . \\ \\, \ �/��/ • �/ CONCRETE (SEE SHEET C4.1 ABUTT ASPH TIC FOR JOINT SPACING). CONCRETE \ 98% Comp. AASHTO T-180 A • �d c.•0. / � 40d Temporary em orY 0.r Type II a s P Repair N Ditch W idth W +4, Min. / / / / �\ \ 6" COMPACTED CRUSHCR TE OR LIMEROCK 8" COMPACTED CRUSHCR TE OR LIMEROCK Surface Replacement BASE MIN LBR 100, 100% MAX. DENSITY, BASE MIN LBR 100, 100% MAX. DENSITY, Consistent W/Exist. AASHTO T-180 AASHTO T-180 1/8" To 1/4" Smooth Saw Cut MAX DENSITY PER AASHTO T-180 4° CRUSHED CONCRETE, MIN LBR 100, 10096 6„ „ 12" CONSTRUCTED SUB-BASE 12" CONSTRUCTED SUB-BASE 1 1/4 Min. Surface MIN. LBR 40, MAX. PLASTIC MIN. LBR 40, MAX. PLASTIC 12" STABALIZED SUBGRADE MIN LBR 40, MAX PLASTIC INDEX 6, INDEX OF6, C3 Q COMPACTED TO INDEX OF 6, COMPACTED TO C3 Q p D D COMPACTED TO A DENSITY OF AT LEAST 1009r MAX. DENSITY PER 98% MAX. DENSITY - AASHTO T-180. 98% MAX. DENSITY - AASHTO T-180. Limerock Base T N � D AASHTO T-180 LimerockReplacement Base LBR 75, 100% Max. Density q 1.5' CONCRETE PAVEMENT SECTION ONSITE ASPHALT PAVEMAENIP ROW ASPHALT PAVEMENT AASHTO T-180 Ditch (w) Compacted Backfill 98% SIDEWALK6" PERVIOUS CONCRETE Max. Density AASHTO T-180 �\ 4" WIDE PAINTED wwrE 1.5" NO. 8 AGGREGATE (WASHED) \1 LINE OR CURBING 3 12" Min / 12" Min. a Varies TACTILE WARNING SURFACE PER CH. 11 tl 5' TRANSITION - Permanent Repair FLORIDA BLDG. CODE (TYP.) t.• 9e:.: `9.:..;::::...: j.. :.�..� RAMP CUM—,/ ExPosED ���_A90aoac MIX) Note: In Some Cases Portland Cement Concrete May Be Considered (FULL. WIDTH AND WIN OF RAMP) CURB Or Required By City Engineer For Surface Replacement. DATE . DECEMBER 23, 2015 RAMP CURB 9' E GUTTER Q °°°°O°°° °°°°°°°°° °°°°°° • Ln °°o°°o°°o°°o °°o'°o°°o°°o°°o°°o° °o°°o°°o° °o°off 0 °o °o °o 4 " STANDARD PAVING REPAIR DETAIL No : 114001.01 °ooa0000a oB0000000000000000000° ti PLAN 10 GRADED CRUSHED AGGREGATE PERVIOUS DE8�® By N °°°°°°°°°° °°°°°°°°°°°°° °°°°°°° JBD ° °o °o°gog°g °g°, BASE COURSE (WASHED) 0000000000 TOP OF CURB I °02.°°° ° �-F-5' TRANSITION NON WOVEN GEOTEXTILE ON BOTTOM AND DRAVVHI By ; DPT Ln SIDES OF BASE COURSE 0 6 STABILIZED SUBGRADE (95% MODIFIED DETECTABLE WARNING SCALE : AS NOTED N STANDARD OR MEDIAN 6" WHITE PAINTED LINE SURFACE IN CUT g gpIN TOP of PAVEMENT PROCTOR MAX DENSITY, MINIMUM LBR 40) N & GUTTER TO TRANSITION CURB & GUTTER OR GUTTER PROFILE 4- WIDE PAINTED WHITE LINE DIAGONALS A 60' ACCORDANCE WITH A.D.A. NO. Date RAyMM U NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 40 EQUALLY SPACED 6\ (SEE FLORIDA BLDG. NESMAR KING PAINT PAINTED LI MARUSM WHITE TRAFFIC PERVIOUS CONCRETE SECTION 5 9 CODE, CH. 11) HC SIGN No. FTP 26 HANDICAPAMP DETAIL CURB TRANSITION TYPICAL PARKING SPACE LAYOUTS MOUNTING HEIGHT 120.1 MAX. z 12:1 MAX. U) o�°o�o�o °o�o� Ld w OAU SITE a oC SIGN NO. FTP2 Z FINISHED GRADE MAX.� 2X CROSS SLOPE nNIISHED GRADE ALLI ACCESSIBLE 18" Q TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP PARKING SPACES PARKING BY WHEELSTOP WHERE V) GRASS OF SIDEWALK OF SIDEWALK DISABLED SHOWN ON PLAN Ld I— WIDTH �hU ONLY LUE PAINTED LINES a a a THIS SIGN TYPICAL AT PERMIT o CARIE a Z v a a a ALL VAN ACCESSIBLE O I a a a PARKING SPACES CCEANBLE 2" X 6" 0 6� NaTEs: PENALTY SIGN WISH WHITE HANDICAP 0 112.1 WORDING AS REQ D 12» X 9" SYMBOL 1. CONCRETE SNALL BE 3,000 PSI, MAX SLUMP r BY STATE OR LOCAL LAW $250.FINE THIS DRAWIS NOT RELEASED FOR 1. CONTROL JOINTS TO BE AT SPACING EQUAL TO WIDTH OF SIDEWALK. 2"x 2" STEEL TUBE CONSTRUanON UNLESS 80 NOTED 6" WHIT ABOVE Z a�8o 3. SIDEWALK WIDTH TO BE 6° WHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP I I �2>ri MAX °°0°000 s' ANCHORED 24" IN SWPE °o°°°°°° II 24, °000000 SOLID CONCRETE 0000000° MAX 2%CROSS SLOPE I I 81$T TILE °'O°.°�°° I( 6" BLUE o a a 4° a a s II SLOPE ^ " o°°° J■ Q tt� LE 0...GOY _ a a. a 5„ II TOP OF - GRADING AND og000° PAVEMENT _7 *0 61 6 ° CTAINE WARNING SURFACE CONCRETE - U ° PER NST. 11 FLORIDA BUILDINGSURFACE DRAINAGE w SCODE NCATED DOMES - 8,. 4 1 COMPACTED IIo. 6" WHITE PAINTED UNE EE DETAIL) HANDICAP RAMPS. SPACES AND SIGNAGE m (MIN. 36- DEPTH IN DIRECTION - LIMEROCK BAS WHEN ADJACENT TO SHALL MEET AMERICAN NATIONAL STANDARD b DETAILS 0 OF TRAVEL-FULL WIDTH) a STANDARD SPACE F= CONCRETE SHALL BE 3000 PSI N A117.1 AND ALL APPLICABLE CITY AND Q MAX.SLUMP 5° STATE REQUIREMENTS. I— 3.. 5., STABILIZED SUBGRADE °°`u attlLl 11 LP�t!USCI?F3f Til 12" 6' MINIMUM I I12" NOTE:WHERE SIDEWALK ABUTS BUILDING USEPARATE WITH A 1/2"PREMOLDED CROSSWALK 1 -6° ✓ ^ ' MASTIC STRIP CONTINUOUS HANDICAP RAMP DETAIL O 2, ~' - SI NO. FTP 26 HANDICAP PARKING AND STRIPING l = C6.1 o SIDEWALK SECTION �= �- - - IN R.O.W. . �. E 0 d d"BRAWj JPE l'l 8 H E E T P I II r � APPROX. 240 LBSI 'n cV TM Community-Management-Energy-Relationships JUU -i co RASED LETTERS ("DrtY OF ATLANTIC 13901 Sutton Park Drive South, Suite 200 BE4CHO) IN n r, FL WITFI7TOP 13/4° TALL Jacksonville, Florida 32224-0229 n TT � N I cy Office 904.739.3655 a GRATEDETAIL FOR RAM LETTM I* Fax 904.730.3413 1 ("SIWITARY SEMIER") T I PE �V' INLET F T www.prosserinc.com COATER N •- CAST IRON FRAME AND COVER, U.S. FOUNDRY Florida Certificate e of Authorization 2 1/8» 7/8w 1 5/8 1 7/8 paw•' Number: 00004050 35 7/8" 2 7/8 ELM 2- CONCEALED ...: REQUIRED 1 1/2 7/8" BEARING PAD ;c� c........ 35 1 8w FRAME AND COVER SHALL 3 ELEVATION BE: MACHINED OR GROUND AT ALL BEARING SURFACES SO AS TO SEAT 25 YR/ 24 HR STORM EL 6.82 ,i. TOB EL 7.95 I PLAN ROCKINGGATE _5 YR 24 HR STORM EL 6.67 21.5' 14.3' 2' DROP CURB g �a MEAN ANNUAL WATER EL 6.46 " PAVDdEN71- AUTOMOBILE 2'-10" NORMAL WATER EL 4. RETAINING WALL GROUT IN 20 (BY OTHERS) 1 1 2" UNPAVED AREA'S 7.87 5' SIDEWALI ME / 7.55 t7. 2' g , ... uy � :4 a u , 0%1 1 SERVICt :.: _ _ -_ - _- - -_- � IN . ..., - II I - - - - - - - - I. :. _ I I I� � � � w ., � W/ MINOR ::..� . ': 11=1 I I-I 11=1 I I I I MI I I-I 11 1 I I-III-III _ - - < . III III I I I_I I II 11 III-1 I I III I I-I I I I,I I 1 ;I I AUTOMOTIVE PROSSER 3 3 GROUT w 6 - - - - - - - - _ POND BOTTOM a � _�, : : EL -3.8 •- SERVICE R 5 7 )r 7r NOT TO SCALE - SECTION- 0 5 10 15 » 20 25 30 35 � X SCALE 1"=4' MANHOLE FRAME AND COVER DETAIL Y SCALE 1"=2' PON® SECTION _ COAB SANITARY MANHOLE COVER CROSS SECTION B B NOTE: 39-0» 6" PVC 3'_0" � 1. USE MODIFIED.TYPE 'E' OUTLET 3 1.5" ORIFICE r� �" FOR CONTROL STRUCTURE. awe DRILLED IN CENTER 2. PIPE MUST NOT BE IN 219 5.25' 5' SIDEWALK 4.5' PVC THREADED CAP T _ TCONSTRUCTION JOINT g 3. CONC. DESIGN STRENGTH � 4,000 P.S.I. � � _ I 7.96 I CONCRETE PAD _ RCP RCP 8 7.64 MEG W R CONCRETE PAD W x5236 I 1':9fi�s► J:7.67 Y/ VIII-III-II- - - - - _ _ .- - - - - - _ I III I I I�I I I_I I I-III-I I ISI I I (I 1=1 I I II I I I I-I I I-I III-I 1=1 __ - _ - I=1I1=1 I I "I I II I I 1=I I1=1{I I- 11-111=III I ; 1/4- ALUMINUM OIL SKIMMER WITH 1/2" 1/4 ALUMINUM OIL NOTE: SKIMMER WITH 1/2" GALVANIZED ANCHOR 1. USE MODIFIED TYPE 'E' OUTLET FOR GALVANIZED ANCHOR 5 BOLTS. 18 O.C. CONTROL STRUCTURE. BOLTS. 18 O.C. 0 5 10 15 20 25 30 35 40 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. X SCALE 1"=4' Y SCALE 1»=2. E DATE : DECEMBER 23, 2015 LO LO + CROSS SECTION A-A ppOXC'I' No. : 114001.01 PLAN 0 1/4" ALUMINUM OIL I DE81C� BY : JBD DRAVIM BY • DPT N SKIMMER WITH 1/2" PLAN SCALE : AS NOTED GALVANIZED ANCHOR TOB EL 7.85 6" BRICK N BOLTS. 18" O.C. 1/4" ALUMINUM OIL SKIMMER WITH 1/2" SLOT OPENINGS SHALL MODIFIED TYPE "E" STRUCTU GALVANIZED ANCHOR TOB EL 7.95 NOT BE IN WALLS N0. Date PANNM TYPE "E" GRATE BOLTS. 18" O.C. �2"X2"XI/2* WITH GRATE SEAT COVER Z- #8 ® 6" O.C. OIL SKIMMER/GRATE EL 6.93 4'-1" 3'-1" 4 3 25 YR/24 HR " MODIFIED TYPE "E" STRUCTU RETAINING WALL TYPE "E" GRATE NOTE: CONC. DESIGN / (BY OTHERS) I OIL SKIMMER/GRATE EL 6.93 Q Q o 25 YR/24 HR 3 RETAINING WALL STRENGTH RETAINING p 360 WEIR EL 6.20 (BY OTHERS) 6" � Q TRASH � ,. BARS w w Q m U � w EYE BOLTS :I 6 O.C. 36 WEIR EL 6.20 I (SEE PLATE 6" 2' O" 6' I I I 1 I o _NORMAL WATER EL 4.20 1/2- BARS D-210) 3 1 2 1 1;4'� 31/2.6" O.C. ALL EXPOSED CORNERS o o ;� BOTTOM SKIMMER EL 3.2 NORMAL WATER EL 4.20 I 2 CHAMFERED 3/4" q 0 0 0 -o o 0 AND EDGES TO BE PLAN o - PRECAST IN ACCORDANCE `� C° � 00 M � CONCRETE PAD • WITH LATEST EDITIONS s 3" PVC ss BOTTOM SKIMMER EL 3.2 1.5 ORIFICE 12 RCP '� 2"x2"x1/4" ANGLE IRON GRATE OF ASTM C 478 DFfAVVBdGNOT F�EA� FOR Z I DRILLED IN CENTER TO OUTFALL ' SEAT (SEE PLATE D-209) MANHOLE COVER AND FRAMETHIS w CONCRETE PAD ; PER CITY OF JAX. STD. 1 .E8S NOTED tY PVC THREADED CAP � � 3" PVC ABOVE 1.5" ORIFICE 5 15" RCP #4 O 12" O.C. B.W. GROUT j DRILLED IN CENTER TO OUTFALL o INV. EL 4.05 PVC THREADED CAP 6w 60 81$T TITLE e U :< '• a . ..�• . � VARIES 1 MAX. DEPTH 15' GRADING AND _ a ,,ao SUMP EL (FILLED W/ a a INV. EL 4.03 GROUT, OR GRAM-NEK" iv z 2'_8" BRICK CONCRETE FROM INV. RCP - . . N «���''' J01 TS WHEN REQUIRED g DRAINAGE m To BOTTOM OF STRUCTURE) 2 CLEAR GROUT RAMNEK OR U » .fe a ., ee G s K •,�.! „ •,•..,. DD » ea° jQ SUMP EL (FILLED W/ "0" RING JOINTS #4 O 12 O.C. B. i' r ...::. : " ;�..::... EQ'D CONCRETE FROM INV. RCP PIPE MUST WHERE R DETAILS Q MINIMUM BEARING e ' _ v - TO BOTTOM OF STRUCTURE) NOT BE IN CAPACITY 2000 PSF - - ::1 2 Q X14 O 6" O.C. B. „L, , I ll / /�4 O 12 O.C. B.W. CONST. JOINT w N #4 O 12" O.C. B. " a w MINIMUM BEARING „. a Q SECTION CAPACITY 2000 PSF PIPE MUST NOT BE IN DD }t,"li;tf:.,i`r..drst,tt. CONSTRUCTION JOINT 2 CLEAR Q X14 O 6" O.C. B. _� "/FT. L j MODIFIED YPE E CONTROL STRUCTURE PIPES SHALL aG �-+ BE FLUSH `. I UR SECTION - WITH INSIDE WALL MIN. FRS° 0 NOT TO SCALE , . PIPES SHALL BE FLUSH BEARING CAP a WITH INSIDE WALL. z 76 o MODIFIED TYPE "E" CONTROL STRUCTURE e"�T /� /� /� /K2000 P.S.F. . ' o4 ® 6" O.C. B.W. C6,2 �t NOT TO SCALE MINIMUM BEARING CAPACITY 2000 PSF % STATE OF NQ, 0ib, Pl:.o: OU FALL STRUCTURE 5 H E E T OUTFALL STRUCTURE 1 STORM SEWER TYPE 'C' INLET STORM SEWER TYPE J-1 DA,��t�// s. . t'tdti){f31i�4lflikiti° THROUGH J-1-F MANHOLE TM Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 BINDING WIRE STAKED AND ENTRENCHED NOTES: WWW.prOSS2rInC.COnI OR TWINE STRAW BALE 1. EXCAVATE THE TRENCH 48"MIN.METAL FENCE POSTS DRIVEN COMPACTED SOIL TO Florida Certificate Of Authorization (MIN.14 GAUGE;6"MAX. 1010 C WOVEN WIRE FENCE INTO GROUND A MIN.OF 2'-0" GRAVEL(12"MIN: DEPTH) 2.PLACE AND STAKE STRAW BALES 3.WEDGE LOOSE STRAW BETWEEN BALES PREVENT PIPING Number: 00004.050 . MESH SPACING) FILTER CLOTH(MIRAFI,POLYFILTER X 18"MIN. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. RUNOFF WATER I / (MAX.) OR APPROVED EQUAL) I I ! I SEDIMENT LADEN \i;-. J RUNOFF ZI W/SEDIMENTS FILTERED RUNOFF �QG I SEDIMENT FILTERCL TH O TRENCH LL o 0 � _ W - - - ••'w UJ W J � � I1� - '��:•:A k..� _ - I '�"'":��'-i;`h-'•';:l'`�""R'+ci}'i-�'a•'�r'r ��O CO STRU CTIOBACKFILL TRENCH WITH ANAREAEARTH AFTER PLACING FILTER CLOTH �I(�'/ v I -)O I - I ::'ab}i::d.: b.::':itiiri:: 1.1-=I Ij 1 - TJ -- - - �-_ _ I r i i T r i tis•c-Y if':;�...;,.:;:Ii..',••a.,+'✓.�...0 ;,..i•.''.+..`as'`:"�'a• �G O� () 6„ - - -I I I'I I `' co>,y ,:,y C;'>•,:�:,,ry I II-II I I �.;Z; .,.f.r:•�ih��.�:r�.,4.'ti'^r:;.,�� coNsrRucrloN SPECIFICATIONS FILTERED WATER WIRE MESH T 6"MINIMUM 9` .fit���s<.�r..a.w.� _c �,�<rt• �.•:, 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES ;i..•v a :;`;z: -�;, "' CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE �;;,,r.�•:. :•,ry�;� ;, "TE 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES SPACED EVERY 24"x24". A B A c 2"-3"STONE 'y.�r MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT OF PROPOSED CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. SPECIFIC APPLICATIONENTRANCE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN I it 'i DRIVE AUTOMOBILE SERVIC FUNCTIONAL CONDITION, THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION ARE EXPECTED, BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE STATION �/ MINOR WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. POINTS'A'SHOULD BE HIGHER THAN POINT'B' PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY AUTOMOTIVE FILTER FENCE GRAVEL & W ,011111,11111 M ET FILTER STRAW BALE BARRIER CONSTRUCTION ENTRANCE DETAL SERVICE DROP INLET W/GRATE DROP INLET W/GRATE EROSION AND SEDIMENT CONTROL NOTES 0 0 o Io 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs p II IUI IhIIII 41ltlll I IIII o IIS li' III ll' III1 I f ill' I I I I II'll' II not reusable on-site and assuring plan alignment and grade in made as needed. all ditches and swales at completion of construction. 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 ® 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 not erode. 3. Additional Protection-On-site protection must be 13 o 0 o provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion UI I I I 11, I 1111 I I 114I F h1 I F I 1 til 1 I I Ill 1 111 I I confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, ' III 1111 I III ll' III1 I llllll' ILI I L)III ll' ISI l I Plllll' III I I II specifications and St.Johns River Water Management District 4. Contractor shall ensure that all drainage structures, pipes, Permit. STAKES FILTERED etc.,are cleaned out and working properly at time of ��II WATER STRAW BALES STAKED acceptance. 24. For additional information on sediment and erosion control W/2 STAKES PER BALE refer to"The Florida Development Manual-A Guide to Sound 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 FILTERED inch openings shall be used. If more than one strip of mesh 25. Erosion and sediment control barriers shall be placed adjacent RUNOFF WATER (� WATER is necessary,the strips shall be overlapped. to all wetland areas where there is potential for downstream W/SEDIMENTS I ll(M I IIID water quality degradation. See detail sheet for typical %%44. 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction. as indicated on detail. The depth of stone shall be at 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. BURIEDall sides._ _�I _ ° DECEMBER 23. 2015 � I o BURLAP FABRIC :.q:::.p,•; Ii I I I " I Q:.a.•; DROP INLET 27. Sod shall be placed in areas which may require immediate DATE a.:..;Q .a•... '• W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water qualitystandards and �CT (� no longer adequately performs its function,the stones must be maintained. 1 14001.01 SPECIFIC APPLICATION pulled away from the inlet,cleaned and replaced. JBD DEBK� By : THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY 28. Any discharge from dewatering activity shall be filtered and 8. Bales shall be either wire-bound or string-tied with the conveyed to the outfall in a manner which prevents erosion and MAWN gY • DPT LO 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 N (NOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO INLETS THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A the bales. SCALE : AS NOTED M RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. 0 29. Dewatering pumps shall not exceed the capacity of that which RELATIVELY FLAT AREA(SLOPES NO GREATER THAN 5/o)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 CN 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. No. Date INLETS RECEIVING CONCENTRATED FLOWS,SUCH AS IN STREET OR HIGHWAY MEDIANS. 10. The filter barrier shall be entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction,silt AP DROP T NT FILTER trench shall be excavated around the inlet and width of a bale screens,hay bales and grassing. All fill slopes 4H:1 V or STRAW B ET TER to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. (3' the excavated soil shall be backfilled and compacted against -p / the filter barrier. 31. All dewatering,erosion,and sediment control to remain in place H FLOW \�\ /�/� LOW --- �-� after completion of construction and be removed only when w �� �0� 11. Each bale shall be securely anchored and held in place by at areas have been stabilized. W \ �: �j�i-z _ - least two stakes or rebars driven through the bale. ����� 32. This plan indicates the minimum erosion and sediment control 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is Q x - _ from entering between bales. responsible for meeting all applicable rules,regulations and �� / _- * s water quality guidelines and may need to install additional W �� '%''-ti , /F/ �� _ _ _ 4 _ 13. Close attention shall be paid to the repair of damaged bales, controls. iz O~ /% FLOW s - end runs and undercutting beneath bales. Z FLOW /: \ _ ` =x -* 33. All excavations and earthwork shall be done in a manner to 14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be p accomplished promptly. controlled and rerouted through hay filters,siltation diapers and sumps. The Contractor shall be responsible for the p 15. Sediment deposits should be removed after each rainfall. They prevention,correction,control and abatement of erosion and SEDIMENT-LADEN 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 RUNOFF AS DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximately one-half the height of the barrier. Administrative Code. REQUIRED MIN.V-MAX.2' THS MAV" NOT FEMEASED FOR Z 16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment OONSTFIl i710N UNLESS 80 NOTED _ 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 the existing grade,prepared and seeded. raising channel bottoms and/or clogging outfall culverts. � -�I Imp • � � I I = jMAX.SL �. I 'I I I :: w: ""'`N >"'' 17. Silt fences,straw bale barriers and filter barriers shall be ins ected 35. The Contractor shall a for an water ualit control �TE Q - -_ _ I I -1 I I�I I =III-III-�-III immediately after each rainfall and at least daily during prolonged violations from any agency that results in fines being Q ' -I I(=1 I ll '" mI(� p I I III - ° rainfall. Any required repairs shall be made immediately. assessed to the owner because of the Contractor's failure to EROSION AND Trr - =I 11 LI-I U _ =1 I I- 'I I-I I- eliminate turbid runoff from leaving the site and raising STORM WATER WITH EEP OL T LARGER PARTICLES FOR :R a 18. Should the fabric on a silt fence or filter barrier decompose background levels. `A Q REMOVED �I :EWATERI - 1 LARGER PARTICLES a: SEDIMENT SETTLE OUT �+ it or become ineffective prior to the end of the expected usable W life and the barrier still be necessary,the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, DRAIN INLET - mU 1 11 1,I IS_T - replaced promptly. including any applicable NPDES permits.SPECIFIC APPLICATION 19. Any sediment deposits remaining in place after the silt fence CONTROL Z THIS METHOD OF INLET PROTECTION IS APPLICABLL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed to DETAILS Q I conform with the existing grade,prepared and seeded. SPECIFIC APPLICATION PERMANENT SEEDING,TO PROTECT THE INLET FROM SEDIMENT AND MULCH Q � THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND 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 s�€"""" '` ""'•• 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 W general permit are above certain thresholds,then a Storm Water Pollution Prevention PLan(SWPPP)is required.Also involved are certain ' H certification,notification,inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992& °:•'' \C titled"Storm Water Management for Construction Activities-Developing Pollution Prevention Plans&Best Management Practices. It is the Contractor's responsibility to determine if this project requires an NPDES application and notification and, if necessary,prepare,submit i EXCAVATEand maintain the required documentation in compliance with the EPA guidelines and criteria: ��. EXCAVATE® DROP INLET T SOD DROP T FILTER STATE I J. BFiIADF �> �'L DATE:6 {CSCS H E E T lr�rralr s d I 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 Florida Certificate of Authorization S T 0 R M W A T E R P 0 L L U T 1 0 N P R E Y E N T I 0 N N 0 T E S Number: 00004050 CITY'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS SITE DESCRIPTION GENERAL HAZARDOUS PRODUCTS CONSTRUCTED ON UNDISTURBED SOL AND THE AREA BELOW THE LEVEL * SILT FENCE WALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH 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 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 STABIUZA11ON 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 MATERIAL: 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: 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 SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT 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 WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED. 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. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED. DESCRIPTION: SGL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE + TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE EXCAVATION AND FILING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. AUTOMOBILE SERVICE SEQUENCE OF MAJOR ACTIVITIES: THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WI1H AN OTHER CONTROLS PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WALL BE MADE AFTER EACH EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF THE FOLLOWING PRODUCT SPECIFIC PRACTICES WALL BE FOLLOWED ONSITE: INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY STATION W/ MINOR ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE INSPECTOR IS ATTACHED. L DISTURBING ACTIVITIES WILL INCLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS OF SEDIMENTS. PETROLEUM PRODUCTS G, WASTE DISPOSAL THE REPORTS WALL Q KEPT ON SITE DURING CONSTRUCTION AND CLEARING AND GRUBBING: EARTHWORK, PAVEMENT AND GRADIN 1. INSTALL STABILIZED S. INSTALL UTILITIES, STORM SEWER, ALL ONSITE VEHICLES WALL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY AUTOMOTIVE ORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE CURBS & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND D SEEDING. 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT DIRECTLY OFF-SITE 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 THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS U41CH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES SERVICE RUNOFF CURVE NUMBERS: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DAIS THAT THE SITE IS FINALLY STABILIZED 11 COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE PRE-CONSTRUCTION � - SWALFS/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS DURING CONSTRUCTION - - & TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT BASIN 12 COMPLETE FINAL PAVING SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 3- POST-CONSTRUCTION - - 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS BASIN SEDIMENT FROM BASINS RECSVE 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: & CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WALL WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND SEE SOIL BORING REPORT FOR SOILS DATA COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND S MAPS GRUBBING ACTIVITY IS COMPLETE AND THE MAINTENANCE REPORT. * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, 8. STOCK PIU: TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL 8E POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WALL BE IN A COVERED AREA. THE CONTENTS OF ANY AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS. WETLANDS, 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED 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 CATEGORY ESTABLISHED IN PARAGRAPH B ABOVE THE DAY-TODAY SITE OPERATIONS, WALL BE RESPONSIBLE FOR S=ALABLE 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 B. STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE PAINTS * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF STOCKPILES AS SOON AS TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED ALL CONTAINERS WALL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD * SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PRACTICABLE AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER' PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING 10. TEMPORARY GRASSING 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. SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR 07HER NON-STORM WATER DISCHARGES SITE AREA: MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS 11 TOTAL AREA OF SITE - Ac. TIMING OF CONTROLS MEASURES SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE 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 WHO SURPLUS CONCRETE WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE DISCHARGES WILL OCCUR FROM THE SITE DURING THE TEMPORARY GRASSING SHALL 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 OPERATIOIVS,WILL BE RESPONSIBLE FOR AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER FROM WATER UNE FLUSHING BASIN WALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE CONTROLS * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF OTHER PORTIONS OF THE STESTABIUZA710N MEASURES SHALL BE TEMPORARY GRASSED 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). TH S PLAN UTILIZES BEST MANAGEMENT PRAC710ES TO CONTROL INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED 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 WALL 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 VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: PLIIpCEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA, THAT AREA WALL 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 STE 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. T INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING CONSTRUCTED TO PREVENT EROSION AND SEGMENT SHALL BE THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CLEARLY POSTED ON STE AND 97E PERSONNEL WILL BE MADE AWARE OF THE MAINTAINED WRING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE 7RACKING STATE AND LOCAL LAWS. REFER TO 'CONTRACTORS RESPONSIBILITY" FORA AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE 13. PERMANENT EROSION CONTROL: 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 WALL BE KEPT TERNS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT STORM WATER DRAINAGE WILL BE PROVIDED BY(DESRIPTION:) COABMS4 CONTROLS THE PROJECT SHOULD 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 WALL DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT THAT OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION STE 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 SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY TARPAULIN. GLOVES, GOGGLES. LIQUID ABSORBENT(La. KITTY UTTER OR EQUAL). INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION S17E IDENTIFIED VAIL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WALL, 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 807H LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE. CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY HAVE BEEN REGRADED, ACRES DEFT UNDISTURBED. THE SITE DISCHARGES CONTROLS 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. VAIL 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 DECEMBER 23, 2015 E 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 WALL BE KEPT WELL VENTILATED AND PERSONNEL WALL ° Ln M1141MUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES, AS REQUIRED,TO ENSURE THE STE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM pM ,(+T Na , 114001.01 d FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE TEMPORARY DIVERSION DIKES MAY BE ❑Concrete ❑Fertilizers ❑ Wood CONTACT WITH A HAZARDOUS SUBSTANCE. S 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. REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914, [3 Asphalt ❑Petroleum Based Products ❑Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WALL BE REPORTED TO THE PEW® BY 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 SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN C1 Detergents El Paints ❑Metal Studs Deter SIZE OF THE SPILL pAAyyN DPT L0 / AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF g O �MwTO . 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 `$ ; AS NOTED C14OL/MEASURES. STABILIZATION PRAC710ES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS M07HER ONE. A DESCRIPTION OF THE SPILL, WHAT 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW N CERTIFICATION OF COMPLIANCE WITH DIKE CAUSED IT. AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. ft Data RovN M DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS FEDERAL, STATE AND LOCAL REGULATIONS FOLLOWING LIMITATIONS: a APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACII(M S THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TODAY SITE p A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER LS 33 PERCENT. OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. IN ACCORDANCE WITH FEDERAL. STATE AND LOCAL LAWS RELATED TO STORM B. IN MINOR SWALES OR DITCH ONES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISK OF.SPILLS OR OTHER ACCIDENTAL EXPOSURE WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWINGTHE STRUCTURE. REEFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO CONTRIBUTING DRAINAGE AREA 1S NO GREATER THAN 2 ACRES. 0) PERMITS HAVE BEEN OBTAINED. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. CURB INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE 3 DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE D.E.R. DREDGE/FILL PERMIT 0 D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL V) C.O.E. DREDGE/FILL PERMIT # BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WALL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF I' S.J.R.W.M.D. M.S.S.W. PERMIT A THERE IS THE POSSIBILITY MEASURES TY OF A WASHOUT. IF NECESSARY, MEHEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. W PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ONSITE. W SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE 0AGAINST WASHOUT. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED + AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO OLLUTION PREVENTION PLAN CERTIFICATION AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET& DROP p REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY DO THE JOB. Z BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SEDIMENT TRAP. MAINTENANCE/INSPECTION PROCEDURES Q I C MTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL LOCATION, MATERIAL & USAGE. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY c A ACHMEN7S WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES (n THE INLET DRAINS A RELATIVELY FLAT AREA (S <571 AND WHERE MANNER 1N THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A Ld A RDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED I 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 PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. ] ZA 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 * PRODUCTS 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 & FABRIC SEDIMENT FILTER. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE 71ME _ a ORIGINAL MANUFACTURER'S LABEL WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 0 GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM 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, O A AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION O RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE.FOR THE DAY 70 DAY SIE OPERATION OR et 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 MEEK AND KNOWING VIOLATIONS. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE + WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE FOLLOWING ANY STORM EVENT OF 0.25 INCITES OR GREATER. TM DIM" NOT F§3.EASM FOR / & BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL ~ BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES WALL BE MAINTAINED IN GOOD WORKING OONSTRUCIMN Ur.E88 80 NOTED Z ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF LLJ ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE AWVE Of GNED: LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT. Of C TY ENGINEER 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY WALL BE FOLLOWED. U FREE S70RM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WALL BE REMOVED FROM SILT FENCE WHEN IT HAS SHIMT TrIME / SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF • THE S17E SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. 0 DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE � w pQ 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 STORMWATER U / POLLUTION v a PREVENTION v Z PLAN J `Itgr S611191B IE9gt1f1irt�', ` Q (dJ .°. Na K • 625?13 < ED . t t 0 C8.0 `r No6 d BRAtlFFOF7�l�AV�`P�.' DAM ''t'�j`� 8 H E E T �1- DATE 3l!S ri 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 ® II O 0 1 oW Q Z o Z W "S J ® F- a ZOO 15 w ® o t Z X: M J O w inU W 3 O (n p 02 N O m O p m J lZ O 0 Z GATIEW O 0 Z O U Q W Q Z M Z Q p. Z 0 Q Z U } Z J O a. ® 3 W m Q p CL w F- N J 0 m Z Z Z �' W W ®° O �! Z W � (n ® � Cr Cr Z o � Z W O 0 Z ® O < AUTOMOBILE SERVICE WIx W W o < Q 0 _jU J � W Q � g F- N L�i _ LL_ Z Z J ,LCr 0 Z ® a � � (nZ � (2FS � STATION / MINOR Q O O Z Q Z W Q 0 U W o � N Z Q � F-Z a. WW0o AUTOMOTIVE F Z < Z � (/j J Z d Q ® U m U 0 Z w O Q w w m Q D 0 W M w Z Q Z Q Q O W (� (D VICE ® W W ?r to Z a O _ Z r- >_ �' U Z Q (" Z U X O z 50Q m ® O UF �Z F: WO � ¢ wZ w a W ~ g m W O O Q Z 0 W (n p- XM w Z W Z Z 1- Z m 3 � Om U Q Vy �_ mQ W �_ 0C9r0 Q U o z 3 ® ® o a w ® e a L) Y Z O cn ir w ten. F_ >W ZXowww ® (n ® tn Q m ® ao QXW ® w0QY � oW Q LL- (n"' ¢ a mLJJ � ° w ``° w Z U O "J ® 0 LLJa O N LL_ Q Q ir omJ � O W Q � — jr Z ® (n c� — U_ P_ � � W N wN � � o < mz m W U M Z W Q ® ® m W W W Q w O w 0 (3 0 to Z U w U w w o Z F- W d m W (n Q O W0 Z IX ww Z m w cL ' zUJ V Uj W < Z w ~ a Z U C�w'2 Z _ 0 Z 1 w F- a F m F- ~ ® Z _ 0 Z m 0 < < W ems- U jr m Z F- m V Z (n z F � o (n ® o _ ! w U F- U w = Q Q O U w O U Q U _ Q Q a 0 M 0 0 Q a M (n o 0 Z U O Q 1=N Z_ O �N�U -jWF_ w U-Uj Uj (9QW Q Lo U m =WZ0 in W ®O N W Z N®Z O O WWWW ir O N>Q cn W Z LL _jZ00 _I OOF- Z 0 Q w W W a-F= F o m � y� 0 0 d z�w ZI DATE : DECEMBER 23, 2015 d U 01- v !- Q Z U O in O U_ wZ w w _j P Z 0 CT NO. : 114001.01 o (� X 0 w m w �nwa< By : JBD O Zn vs Q Ow w F- '�' ® o o a W J�''z DRAWN BY : DPT C w 0 U ® ® h a w AS NOTED J N W w ®Ix°- Uj 04 o w w e Z w W o 0 o z Q Na Date PArAdon N < ® _ 0 Z in < o c� U o-• ® w _j `` m � O o w O z wa. o w Z Z O �° C' Z a U O w 0 Q W w V) ® wX<W O o y Q Q 0 0 O O Z :E QQ� F t4 U W w >- �ZJ ~ W -, N N Z W ® a Y M J W m < �,�J Z0Yw Zn W W ® Z ® O m q�q.�� Uj W w ® m w W O (n Z > W -_j U1 CL Z Q Z Q F- .r.. d Z Fn Z W -J O 0 w W Z U 0 o Irw w Z Z m 0 0 M N 0 Z Wz m Q o C.) ® J Q 0 W O � Q Q 7 W .- O 6- I Z = Z M WwJm Z Q Q U_ Z � Z W U F- ® J g ® O Q ® X ® 0 J 1.1 U N Z U (n30W Q a- 0 �� Q Z a °' Z w ® F U U a o�U� W Q w W !Q- 0 ® Q Z ® w J F` y _ 0 QVImF F- Q ZO 0 Q N 0 Z � Q N p- �' Z ® 3 U W LL.Z W U 0 cn N m 0 0 � W ® � ®��Q r w J Q U W X w N Q in 0 O ® �_ U Z U®Z� ® IL a ir Z m O m in w Z ® ® O W a.0 O i Z O Q Q Z O Z Q N _N ® 0O W Q J � M N U J w~w Ww IU-i W M ® 0 a W ►Q- ~ ((A 0 _n F-F= Ix O j ® Z J w j_ w � Z V)U in THS DRAWNG NOT FA3.EASM FOR � Z = m Z ® ® UNLESS 80 NOTED o J � ® .� w w m = w ® LLJ y ABOVE Q % Q Z � p Z w W g o o c. or W �T MTLE ® c w F <0 a. N a V) Q X �, Z W a 0 M T ATER Q: Ir U U U O J w L_ m w O W g Y O w � WJ a m 0 z � ® W � � z � POLLUTION w w w z a o U Q W �, Q W Q (L z z a- ®z m z m PREVENTION PLAN—CONTRACTORS Z J CERTIFICATION F- Q w a ca "� N 2. 76 _ _ C9.0 STXVE F _ S H E E T W I SYSTEM.I 2X2 PIK OR STEEL U-CHAM-FL FENCE TRINiC WRAPPED W/20 LAYERS ROOTBALL 13 OR 2AKE ONE BEACH SIDE OF METAL STRAP [1F BURLAP UNDER WOOD PADS 8 ® � SECURED WITH TWIN (3) 2'X4'Xie• WOOD PAD SECURED HRUB INGLE OR MULTI-TRUNKED TREE W/ METAL STRAPS - TRUNK WRAPPED W/20 LAYERS OF BURLAP 9' DO NOT PENETRATE NAILS ATER BAG IF NO AUTOMATIC IRRIGATION METAL STRAP UNDER WOOD PADS SECURED WITH TWINE 9' INTO TRUNK F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & PTIONAL TEMP. MULCH DAM 3/4' STRAP THROUGH 3/4' WIR ALL NYLON STRING, STRAPS, & PLASTIC WRAP Community-Management-Energy-Relationships 2'x4• I8• WOOD PAD SECURED CINCH BUCKLE TENSIONEDTREE TRUNK W/ AL STRAPS ,y, AROUND ROOTBAL (NO SOIL) DOD SCREW 9 2'X4' WOOD BRACE NAILED TO TIGHT OVER 2X4 WOOD PENETRATE NAILS >n PAD AND STAKE (3 EA. PALM TOP OF ROOTBALL 2' 3° MULCH BOARD (LENGTH EQUAL TO PTIONAL TEMP, MULCH DAM 9' IWO RUNCK >? ABOVE BACKFILL ® SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) AROUND ROOTBAL (NO SOIL) 13901 Sutton Park Drive South, Suite 200 3' TEMPORARY BERM OR STOCKPILED LIMEROCK FREE TOPSOIL) CL TOP OF ROOTBALL 2' 3• MULCH Jacksonville, Florida 32224-0229 > 3' MULCH TO BE PLACED ABOVE BACKFILL SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND w. 2'X4' WOOD KE (3 NAILED ) 1' BELOW GRADE - XISTING LIMEROCK-FREE SOIL OR OR STOCKPILED LIMEROCK FREE TOPSOIL) PAD STAKE C3 EA. PALM) 12' 2'X4'X30' WOOD STAKE YELLOW SAND (COMPACTED) �_ • ' �•'. � � �:<...; • Office 904.739.3655 S 3' MU CH ; ,.:'...`":, -;a 8 EQUALLY SPACED VERTICAL SPLICES w XISTING LIMEROCK-FREE SOIL OR `' "s": 12' SOIL MIX €€ :: ; YELLOW SAND (COMPACTED) Fax 904.730.3413 TO H PLACED 1' BELOW GRADE 18• . _': IF R❑OTBALL IS CONTAINER GROWN R :=, .. ... 3' MPORARY BERM + ~ 18' YARD SAND j-... 8 EQUALLY SPACED VERTICAL SPLICES =me er, EDGE OF TREE PIT IF ROOTBALL IS CONTAINER GROWN I 3/4' WIDE POLYESTER STRAP dSYSTEM 2 W3XI4IDE POLYESTER STRAP .;�„,.:.,..a;••,m" -� 2X2 PINE OR STEEL U-CHANNEL FENCE OGGLE ANCHOR www.prosserinc.com =•t'• :• r-: 2'X 'X30' WOOD STAKE COMPACTED BACKFILL WITH BLACK PLASTIC N STRAPPING OVER .; OR METAL TOGGLE - 2 OR POST ANCHOR STAKE CONE ON EACH SIDE OF ARD a OR 2 PER TREE) 4 PER TREE 1W ROOTBALL (ANCHOR SYSTEM 1) Florida Certificate of Authorization 12' A3 SAND/COMPOST MIXTURE I (ANCHOR SYSTEM 2) -i Number: 00004050 BED WIDTH.BALL VARIES .8') .m„�nxcrn C ACTED EXIST. SOIL-BACKFILL TRUNK PALM TREE PLANTING DETAIL SHRUB PLANTING DETAIL TREE PLANTING DETAIL �t p, NOT TO SCALE NOT TO SCALE PLANTING N OTES NOT TO SCALE 1 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 17. Before fertilization a soil and/or foliar nutrient analysis shall be J site conditions and all quantities indicated on these plans before performed to determine whether phosphorus fertilizer with 30% slow I commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required. All planting bed areas shall be fertilized ` !µ LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. II' I r determine is substitution of materials is necessary. 18. Plant material soil shall be "native" soil that was removed from the i 41 NORTH NORTH 26' NORTH I 145 NORTH 2. Soil tests shall be provided to evaluate various areas of the planting hole. If soil is badly contaminated, good quality soil shall be used STREET landscape (especially the parking lot islands) for pH, available P completely STREET STREET STURDIVANT AVENUE I STREET FRONTAGE �; 1y as replacement after contaminated soil has been Com letel removed from FRONTAGE FRONTAGE (50' Row) FRONTAGE ; nutrients, phosphorus content, bulk density, etc. This will serve planting area. .. ........... __....... .,.__.._,,....t'"5 s.___.__...... .:SS .f __; ..._....... c_.. .......-s2 - _ s. �-- 3s to ensure proper plant selection according to prevailin soil 19. After sodding is completed, the entire side areas shall be watered by - -- --- "" ' conditions, what lime/sulphur applications are needed if any) hand or irrigation system each day for two weeks. After approximately one 0�225 SIGHT TRIANGLE _....... and long-term survival of plant material month of installation, sodded areas shall then be top dressed with a 15-0-15 / 3. All lent material shall be Florida Grade No. 1 or better commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square } / I �ee1110 All \III/ _ «- ...__ _ ...___ �� -- p - AUTOMOBILE 1 w m accordance o Florida Grades Stan _ _ _ STATION nursery grown ccor e t orid d and dards feet o area in an evenly roe case pattern. - + - + - + _ = handbook. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading SERVICE preparation planting. Apply P 9 P planting. re aration for lantin A I pre-emergent to all beds prior to lantin 20 PT /lllfe /1 fi �//'111� 4. All plant material shall be container grown or B&B. B&B 3 T N materials shall be "hardened off" root pruned during field 21. Rough grades will be established by the owners general WITH MINOR 3 PT -� production and shall be dug at least several weeks before contractor at approximately 3 inches below curbs, sidewalks, 1 I m planting is performed. hardscape amenities, mowing strips and abutments. All materials 47 L - rn �, shall be a minumim 30 from buildings or walks. AUTOMOTIVE ZF --- - � �, 5. Plants shall be sound, healthy and vigorous, well branched and ° 22. CONTRACTOR shall coordinate construction of planting areas 21 PM - rn m densely foliated when in leaf. They shall be free of disease, SERVICE/ IVN I I with installation of irrigation system. S E V I C o insects, eggs or larvae and shall have healthy, well developed root 9 R E f - g adverse 23. Where seeding may be required on the plans, germination rate - z � systems. They shall be free from physical damage or 4 UP conditions that would prevent thriving shall be the maximum percentage required for the variety specified 21 PM RETAIL SALES 3 PT D con on Id prev vmg growth. --- - , . All Tants shall conform to the varieties indicated in the at a rate of application specified. QV 3 IVN 6,400 S.F. ` ' ' 24.thSod areas shall be SPECIFIED Grass. Grass for sodding 6 rn plant list. 9 5 ZF I I I 7. Substitution of plant materials will not be permitted unless shall be freshly cut in squares one foot wide by two feet long. 7 ZF o } • 1 Sod shall be healthy, free of insects and weeds, in natural) flourishing 7 IV I authorized in writing by the LANDSCAPE ARCHITECT. If proof is brown and unfresh sod will be rejected. y °� - :/: ti � I i conditions. Dry, � i submitted that an plant specified in not obtainable a proposal a i x �' will be considered for use of the nearest a uivalent size or 25. Sod shall be laid end to end and side to side in a staggered 13 IV 7 JP 17 JP 3 IVN q - � - - line to form a uniform layer. All uneven edges shall be squarely v LJT G� variety with corresponding adjustment of contract price. y 9 - _ 7 P trimmed to allow close and firm fitting of each piece. ..... ... 5 ZF - � 3 T 8. Plant material locations and bed outlines shall be staked or , - .` . After sodding is completed, the entire sod areas shall be 13 ZF � e KK y ,, � flagged on site by the CONTRACTOR and shall be adjusted if required 26 9 P to fit actual as conditions on site and approved by the owner watered by hand or irrigation system each day for two weeks, + a: . w or owners representative. Sodded areas shall then be top dressed with a commercial fertilizer ° P as directed herein at the at d d e rate of 12 pounds per 1000 square feet of s r > P P q ,�a 37 FAX _ 9. All proposed osed tree lantin locations shall be staked or fla ed D ° N� _ P P planting 99 ` l` cZ 0wkcc�; before installation by the LANDSCAPE ARCHITECT and approved by the area in an evenly broad case pattern. D � � ®I= � °� _< '�a� ' + 4 ° < < o owner or owners representative. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining -•--- all plant material on site during and before planting, until the rn r\) _ 10. The CONTRACTOR shatl estimate the depth of the planting hole Z C> ° .. 4 ��, Q o work in accepted by the LANDSCAPE ARCHITECT and/or owner, by measuring the distance between the point where the topmost root ° "° ° �, ---- a The LANDSCAPE CONTRACTOR is responsible for removing tree stakes <. .: e: _J emerges from the trunk and the bottom of the root ball. The planting 0 rn ° ° �` ° -4 r.a > hole shall be slightly shallower than this distance. No more than 2 to 3 after tree is established. -i s ..° .. 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 M a ; s be health plants and in flourishing condition of active growth for ° ` .° a. poorly drained. Poorly drained soil requires planting depths even or Y P 9 9 ° a ninety 90 da from final inspection and acceptance. All trees ----_-...-� � I Q. 4 � . .4 •, °. � a. � ° �< higher. Planting holes dug too- deep are required to have soil added to Y ( ) Ys P P 4 . . . pA. shall be guaranteed an additional one year from final inspection aA � ° ; �% the bottom and loosely compacted.. If planting holes should fill with g y p water as it is du position the bottom of the root ball above the and acceptance. 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 P R � have the right to reject any and all work which in his opinion does m . a be used for compacted soil and wet sites. not meet with the requirements of the specifications at any stage IWO \ 11. The soil shall be fresh) tilled and large clods of soil broken u The of the 1 ��� Y 9 P• project operation. 3 LI 23 SP - growing medium shall be settled and firm at the time of herbicide 30. In general, the work shall proceed as rapidly as the site 8 LJ 68 L application. Herbicides may be mechanically incorporated by mixing into becomes available. Keep all areas of work clean, neat, and orderly at times :..... ��.n, �, top layer at a depth of 1-3 inches. all 2' ZF -- 12. All backfill around plant material shall be worked firmly by slicing 31. There will be special care to all existing trees to be P Y 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 -""•'" "•" "r'""'°'�"""°'"°u'"°"°°°'-' '»'»"" �°"°'"'°"®' °'""'� '"°'°"�' j �r add backfill soil. Large clumps shall be broken up. Do not pack the 32. An automatic irrigation system is to be provided and r ... ._ ..�. ...... -- - -- - - - - - � .� backfill. Only step firmly on backfill soil to stabilize the root ball. The a shop drawing of the layout andPROJE114001.01/ 30715 ° - _ _ 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 9 --�` CT 0 __�:'.. _"__......_.........:______._." a ....G;;_:m_....._.:. rrsu...._............__ u .m, ...:._....._. _..rm_...... .......:�. ._-_ .___ ......_;�.:.w.._....... ... _::�- _�!,r'r _ _ .,._ _ ,-,, W. .___ _ _ ._... -,,,._,__ _ ._...._.__ __ _._._____..___ trees) or approximately 10� above grade. Do not over-pack the loosened and approval, prior to installation. JOW . . - .. .....___ .. _ _ ---_.. - - soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. 33. Irrigation system shall be fully automatic, providing 100% -_ __ _.... __._. _ _._._ DESIGNED BY 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 13. LANDSCAPE CONTRACTOR shall bear final responsibility for or impacts. Shrub risers shall be minimum 2.5' from eop and ATL ,NTIC BOULEVARD __.__.._ proper surface drainage of planted areas. Any discrepancy in the all heads minimum 2 from buildings. I I (105' Row) _______,-- ----- - _ � _ drawings, obstruction on the site, or prior to work done by any 35. A double check backflow prevention (or approved equal); equal No. Date Revision other party, which the CONTRACTOR feels precludes establishing to a DCA-100; to be mounted in a rectangular valve box 12"x 10" 1 10-12-15 SITE DEVELOPMENT PLAN ___ -- _ -- =:====-== - proper drainage shall be brought to the attention of the LANDSCAPE - - - C P P 9 9 e side the meter an immediately adjacent to the _ _ on the service of and el d'acent � � ARCHITECT for correction or relief of said responsibility. water meter. 2 t2 16 15 ZONING REVIEW COMMENTS .__. 14. When planting on slopes,. set tree so top-most root in the ball on 36. After the landscape plan is approved b the governmental � the uphill side is even with the soil. The side of the root ball on the agency any subsequent changes must be resubmittd =' -- -- -= - --- --_"- - i 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. PLANT line between beds and lawn areas. GATE STATION ATLANTIC BEACH - 1-LAN T 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 16 1 400sf O_ QTY SYM DESCRIPTION SIZE SPACING NOTES* # g p' nuggets. RESTAURANT 190/4 SEATS TOLERANCE of 2 rade or better of pine bark nu ets. (� 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 REQUIREMENTS 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 LO EXISTING THIS DRAWING NOT RELEASED FOR » » a a a » f a 3 0 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 READ / SHRUBS SHRUBS TOTAL 11 N PROPERTY a , CONSTRUCTION UNLESS SO NOTED JJ AREA REQUIRED SF PROV D SF SHADE REQ D REQ'D PROV D ABOVE N 4 ® UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM ate) 23 SP SABAL PALMETTO OF PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, FYN, FF, WW HIGH *THE NUMBER OF PARKING SPACES DEPICTED IN SHEET TITLE o INTERIOR VUA 37,987 SF 3798 4051 10 / 5 THIS SITE PLAN IS SUBJECT TO A DECISION IN 5 lil 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 3 CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL -9 181 O LJ LIGUSTRUM JAPIONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH COUNTY, FLORIDA AS TO THE NUMBER OF STREET FRONTAGE LANDSCAPE c A_ 73 O PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH PARKING SPACES TO WHICH ATLANTIC BEACH L A N D J C A P E „ NORTH 223 LF 2230 2444 5 / 3 DINER IS ENTITLED UNDER ITS LEASE, AND IS PLAN ,C 55 IVN ILEX VOMITORIA SCHILLINGS HOLLY 16 x 16 , FULL, MATCHED 36 OC. N, FYN, FF, WW HIGH 223 x .75 = 169/3 56 56+ SUBJECT TO MODIFICATION IF REQUIRED BY » » » » » 0 42 0 PM PODOCARPUS ACROPHYLLUS JAPANESE YEW 24 x 24", FULL, MATCHED 36 OC. FYN, FF, WW MEDIUM THAT DECISION. M SOUTH 225 LF 2250 2608 5 13 LO 68 0 ZF ZAMIA FLORIDAI�IA "FLORIDA COONTIE" 18 x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 223 x .75 = 169/3 56 56+ NOTE: o ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC 37 Q 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 PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE 040111111 too as » 77 x .75 = 58/3 19 19+ ®� • 0. V) 34 + + JP JUNIPERUS CHINENSIS PARSONII JUNIPER 16 x 18 , FULL, MATCHED 30 OC. FYN, FF, WW MEDIUM OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, O POLES, ETC., IN RIGHT-OF-WAY EASEMENT. NOTE: PALM PLA"EMENTS = 3 SHADE TREES AND 4 NON-SHADE TREES CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL N3 ADJACENT PROPERTY AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS4& N SOD PASPALUM NOTATUM "ARGENTINE BAHIA - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR WEST 200 LF 1000 1491 4 2 '<4O GP <~ / 48 HOURS BE-FOFiE YOU DIG � f��,i^gym v SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL 200 x .75 150/3 50 50+ CALL SUNSHINE +�®00044 t�� 1-80®-432-4770 30 0 15 30 JANET 0 WHITMILL RLA lT'STffL4W/VRG�A LA00001289 S H E E T PLANT LIST LEGEND N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW-WATER WISE 2008, - DATE: 12.21.2015 ______ OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) TOTAL 10048 1 11583 26 / 14 287 354 C.7 1 TM STURDIVANT AVENUE PROSSER (50' O Community-Management-Energy- Relationships 13901 Sutton Park Drive South, Suite 200 . ...... Jacksonville, Florida 32224-0229 .... - - .�., m - -/77 - � � __ �- 76. a* +---+r - - *- - -*� •�* 0.2 0.1 0.1 0.1 7 0.1 0.1 T. 0.1 0.1 0.1 0.1 Q.1 0 � �0 r I { \ ,r ___.__ ......._.... .-.___....._... ._....._ ._....... }. Office 904.739.3655 � 0.2 _ ._ Fax 904.730.3413 0.0 6- ;`' i')i www.prosserinc.com j X0.2 ; +1.2 +0.4 /,;' +1.1 +1.8 V I 0 0 Florida Certificate of Authorization _. ;- r i I Number: 00004050+ + +__ __ � ......... 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I I eA QA A A A �A ®A ®A ®A ®A ®A ®A ®A ®A j _..i f 1 X0.0 ENGINEERING D.4 { 2.7 6.2 15.11 H.2�373 36.3 36.? 41.7 39.9 36.3 39.gi.� 40.6 36.4 37.7 :41.9 39.6 37.7 4*.�5 41.4 36.8 38.9'x''41.1 36.9 35.4 370 3119 17.6 7.2 3.0 1 . 0.7 SlffieS 8L ROSCl1 LLC _( I y E, S.4, {1 0 0 �• + + + 1 + 4w t t +�° } + t + + + + + + + t t t t + + I + + + + t � Consulting Engineers 0.4 Ij 2.6 6.2 15.41 2 38 36.6 36. 41.3 9.6 35.9 g.4 g 36.4 3 41.(0 38.3 36.00 Q.0 8 35.3 V? 391:71 35.7 34.E 36.4 7 17.0 6.9 2.8 1. 0 7 4 i 1 I( IA �A �AA SAA ► A A 1 {� i A € - +• 3020 Hartley Road,Suite 100 -----1 I 0.0 1\ I----------------------------------- m Jacksonville,Florida 32257 , t + + + + + + + + t t + + + + + + + t + + } + + + + + t t +1. , 0.4 ,\, 2.1 4.8 11.0 20.4 25.7 25.0 25.0 27.7 26.8 24.6 26.4 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 0 � FL.Cert. of Auth. 8107 10.0 I { - _ Ph: (904) 260 3031 ;t, + + } + + } + + + + + t t + + + + + + + +11 . + + + + + - + } } + , Y 0.3 I,j 1 .5 3.0 5.8 9.4 1 1.6 12.0 12.3 13.0 12.8 12.3 12.6 12.7 12.2 12.1 12.5 12.1 1 1 .8 12.1 1 1 .9 1 1 .3 11 .4 1 1.5 10.8 10.3 9.9 8.2 5.4 2.9 1.5 0.$ 4 Q`2 . .__! - I Fax: (904) 260-9273 - COVERED CON"' 0.2 ;,% 0.9 1 .6 2.7 4.0 4.9 5.2 5.5 5.7 5.7 5.6 5.6 5.7 +5.6 5.5 _5.5_.- 5.5.. ___._5.4_,_ 5.4 5...3.___ �.2...._ 5�L_.. 5�0 _ 4.$- .6�.. __ q, -; 5 2.5 1.5 0.9 0. 0.3 Q 2 - _ _.... ____._ .. __�__. ..... ___---- ... . ....... _ _. - - 0.2 ,,j� 0.4 Q.6 0.9 1. ,. 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Aso�nON MESS 80 NO'ID SCALE: 1"=20'-0" SCALE: 1° = 20' UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) SST TnLE UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) FBC BASELINE FOR ZONE 2: 0.06 W SF ALLOWED SITE TE / (ALLOWED) GENERAL NOTES: TOTAL SITE W SF. 0.057 W SIF ACTUAL � / (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. Digitally signed by SALES CANOPY WATTAGE: 3,556W (ALLOWED) David W Simes SALES CANOPY WATTAGE: 3 460W ACTUAL ;,.`oP��o E S/M / DN:S BusiUS,o=ldenT ust (ACTUAL) GENSF , ACES Business Representative, No. 51249 ou=SIMES AND RO CH FBC BASELINE FOR ZONE 2: 0.60 W/SF (ALLOWED) _ *� * srn E LLC,cn=David W Si es, SL-1.0 TOTAL CANOPY W/SF. 0.58 W/SF (ACTUAL) ` 0.9.2342.19200300. 00. F c<0 R D P t j��; 1.1=AO109800000 14C 910 ALS .`��� C3F9DD99000122E Date:2015.12.18 S H E E T 15:37:19-05'00' DATE 12/18/2015 3:02:42 PM,Simes&Rosch,LLC I I F E C 0 P L y 1 A 301 A 400 y Duct Sized per ASH RAE Standards 37-q Friction Loss = ► 09 Duct Sized per ASHRAE Standards 37�� Static 2, Friction Loss = r� 63'-11" x --Tota I CFMs = Static = p 2'-611 32'-31t Duct Sishown in Area X Length _Total CFMs = j TEL = /� Duct Sizes shown in Area X Length 1r-3" C = CFM on Drawing 17—TEL = 16L)I CIL 3`-0" CIL 3' 0" CIL 4'-7" CIL 12 C = CFM on Drawing dpi bre. ; .. s ° •..7 ' c :err j i ,_� . : 4 c7 ROOF BELOW ENTERTAINMENT CENTER T 'f .A �{ CIL r 'r ��'• �{_ IS) v,�,�•e, hh,,��yht,�� -a�,+lr 'ut yw.' jn. 1 -p -+;c +'�.,,}�,,}�t Y-S�'E�`}y .1.1;x..::, "l• u t � .}`�I''�ir,i r�;r�'� S 'k•'t,J; j.'{.I .tl, .fi:m.P'A)l.�M1hir_t�..�fx,M,t� .'G�t,hl�'r„J5�r1 LU v��.�r:Y.;)i7FIF,�F�':�a4.:4� r�L����,1�,.1i o r owl I I I I I I I 1 J I G - 1 I f f f ! S I I % co ¢ Y N i i i i i i -iu i i -- .—CIL A 401 }. / 1 I 1 I I I I 1 I I I I LO OFFICE 0f ' ENTERTAINMENT RO , co HVA STAIR b. , co Off" OG 1 I 1 1 1 ( I )�f ,r !�Awi U I I I I B 6" 1 I I 1 CIL a ( I I I k I I I I . P . i A/0 .. -• dry f 3 %: 00 24) u •E "' 5' U. -'CAN TO �o DRAT ,h :ROOF TERRACE. EXTERIOR 005 ). ,� -••�' 009 OQ9 `� _ y m` y'f V A 3Q0 _ l Y HI RAILINGS. - I 3D GH 42" .. . - \t IONS AND • --, - .- O If ' SEE ELEVATIONS _ - � �'CI 00 f SECTION DRAWINGS - - ! I'� y co I + o BATH #2 ct l 002 BED M #2 BEDROOM 3 B =`•r- :CANT•ro::•_. - -- - - _ - - '- �S 2 r V _ -' r r 'a CIL_ B CIL A 301FF .-- ("� ( B r , I BATH #3 ROOF TERRACE 1- _3 (EXTERIOR .' - CIL I QOS - _ B co 1 1 S T I L r F. :"1 .3,, �h d•, ,E. ,'>�x! -- - .� , •: , ,• .v . .,. 3 R7t�,. ,.�F!.,a,. o-..,r ��s. , Ari e'�,t�.r„ .�:},x.:wn `ha��t?i•,. .,�;' - A 21' 3., DECK LIGHTING 5'-0" CIL 6` 1" T-0" 14'-1" CIL ROOF BELOW 2'-6" 42'-B" 2'-6" 81-2" ROOF BELOW 66'-0'• SECOND FLOOR 1 1/411 1'-09 A 401 2 A 300 WALL LEGEND WALL TYPE A-2x6 WOOD STUDS @) 16" WALL TYPE D-8"EXPOSED{ ° Q.C. W/STUCCO FINISH ON EXTERIORr77WALL, STACK BOND COURSII AND 112"GWB ON INTERIOR WALL TYPE E-2x6 WOOD ST WALL TYPE B-2x4 WOOD STUDS @ O.C. W/PAINTED HARDI-LAP 24"0,0.W/ 112"GWB BOTH SIDES EXTERIOR AND 1/2"GWB ON WALL TYPE C-2x4 WOOD STUDS{� Graphic Scale: finch=4 feet 24"O,C, WI 112'"GWS BOTH SIDES, 8`-0" H. 0 4' 8' 12' 16 NORTH