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535 Atlantic Boulevard 15-CVPR-2411 Civil Plans (2nd Submittal)AUTOMOTIVE GAT TR UM It I M4 w A, ra I - M &M11FA.L4LM-, A' IN;NA ATLANTIC BEACH 4• t : 1• 1 11 off$$ � � 1 '_: 1• i 1111 E . LO N I LO O N N U N D 3 v W O U S 0 O d- z W U 0 0 v Q W M v z Q Q Q C9 I 0 0 ar / I VICINITY MAP NTS TM PROSSER Community - Management- Energy -Relationships 13901 Sutton Park Ddve South, Suite 200 Jacksonville, Florida 3222440229 p • SON. X55 f • 904.730.3413 e• ii 6§prosserhalb&wm Fla. Certificate of Authorization No.: 00004050 ENGINEER ,F RECORD: 1111 i1 tB? 1 Sl l fl ffpfi rrlr, Name: J. Bradford ads° PNurpt Lam# 62576 N0.62576 f S-11JE OF �,� Sig nature: - 3-=, Dae / w DRAWING COVER SHEET SURVEY C1.0 GENERAL NOTES C2.0 EXIST. CONDITIONS/DEMOLITION PLAN C3.0 SITE LAYOUT PLAN C4.0 PAVING, GRADING AND DRAINAGE PLAN C4.1 CANOPY GRADING AND JOINT SPACING PLAN C5.0 UTILITY PLAN C6.1—C6.2 GRADING AND DRAINAGE DETAILS C7.0 EROSION AND SEDIMENT CONTROL DETAILS C8.0 STORMWATER POLLUTION PREVENTION PLAN C9.0 STORMWATER POLLUTION PREVENTION PLAN —CONTRACTORS CERTIFICATION NOT A PROSSER WORK PRODUCT L-1 LANDSCAPE PLAN SL -1.0 PHOTOMETRIC PLAN ISSUED: OCTOBER 12, 2015 No. Date Revision 1 10-12-15 CITY OF ATLANTIC BEACH 2 12-23-15 COAB/ FDOT/ SJRWMD Prosser No. 114001.01 J k 2 01 3 -v V) t- w W d z Q W O Z 0 0 d- z w ry 0 Q U d w m C.) Z Q J H Q ALJ Q I I 0 O e r 1. Topograph c boundary survey, including property lines, legal description, existing utilities, site topographl with spot elevations, outstanding physical features and existing structure locations was provt ed by CLARY AND ASSOCIATES. 2. Prosser, I c., Planners and Engineers and its associates will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this project shall meet or exceed the City of Atlantic Beach site work spec fications. 4. The contractor shall be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. 5• Warranty Disclaimer: The designs represented in these plans are in accordance with establishec practices of civil engineering for the design functions. Neither the Engineer nor its person el can or do warrant these designs or plans as constructed except in the specific cases where the Engineer inspects and controls the physical construction on a contemporary basis at the site. 6. For bound ry, roadway and building geometry information see engineering site plan. It shall be the Contractor's responsibility to verify that the building dimensions shown on the engineerin plan agrees with the dimensions shown on the architectural plan. If any dimensions do not agree, the architect, engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. The contrc ctor shall notify all utility companies prior to construction for verification and location o all utilities. 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of installation for all components of the project prior to purchase of materials and construction. 9. These engineering drawings may not show all of the City of Atlantic Beach standard details required to complete construction of this project. It shall be the contractor's responsibility that the construction, outside City of Atlantic Beach right of way be in accordance with all current City of Atlantic Beach Standard Details and Specifications. 10. The contractor shall furnish certified "as-builts" , see As -Built Requirements on this sheet. 11. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. 12. All works all be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The Contractor shall be solely responsible for any injuries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act shall be i cluded in the Contractors bid. 13. All Improvements shown shall be warranted by the Contractor to the Owner for a period of one year from date of acceptance by the Owner. If the work is in the City Right -Of -Way or easement, the Contractors one year warranty shall extend to the City of Atlantic Beach. 14. The Contractor shall contract with an independent testing laboratory to perform materials testing ani soil testing in accordance with the City requirement and the recommendations outlined in the geotechnical report. This shall include density testing in all pavement areas and in the utility trenches located in pavement areas, concrete testing and all other materials -esting. 15. The Contractor shall be responsible for obtaining all necessary permits and insurance required f r the project. 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than water mai s, which shall be to City Health Department permit conditions. 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards details & materials, City of Atlantic Beach standard specifications & details and any other standards listed or referenced, are included in the project documents. 18. The contractor shall notify the City of Atlantic Beach 0 247-5814 a minimum of 24 hours prior to s arting construction. 19. All work ii the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 603. Contractor shall not work in the ROW from 7:00am to 9:00cm and from 4:00pm to 7:00pm. Work in the ROW shall only occur during daylight hours. 1. Contractor shall verify existing elevations at connection points prior to construction and notify Engineer of any discrepancies. 2. See geotechnical report for site preparation requirements. - AMEC Environment and Infrastructure, INC. dated October 14, 2014 3. The contra for shall coordinate the grading and drainage construction with all other constructio i. 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all materials, for review and approval, prior to purchase or fabrication of any utility pipe or structure. 5. All construction and materials shall conform with all City of Atlantic Beach standards. 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall notify the Engineer of any conflicts prior to installation of any pipe. 7• The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated an the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work in conformance with the contract documents and specifications and relocate if required a no cost to the owner. 8• All underground utilities shall be installed prior to preparation of subgrade for pavement. 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the geotechnical report. 10. Any unsuit ble material encountered shall be removed from the site. The contractor shall be responsible for the removal of all unsuitable material and replacement with structural fill. Excess suitable fill material shall be moved to Owner specified location. See geotechnic il report. 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as required lo,e the project specifications. 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall receive sod. **See landscape plans for other requirements. 13. Stormwater Collection System design is based on the 5 -year return frequency storm (RationalMethod). 14. All RCP pi a shall most the requirements of ASTM C-76 and shall be Class III, Wall B. 15. All labeled pipe lengths are approximate and measured to the center of structure or mitered e d section. Actual lengths may vary and no added compensation will be made for variations 16. The contractor shall provide a qualified soils laboratory representative on site during excavating to determine the suitability of the existing sub -grade and existing on-site material prior to beginning any filling operation. 17. Contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by other methods as directed by Engineer at no additional cost to the owner. 18. Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to be performed. 19. Cut and fill slopes shall not exceed 4H:1V unless otherwise noted. 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. 21. All soils test reports shall be submitted to the Engineer for review and approval. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered to: a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of compliance with this law. c. A separate price item shall be included in their base bid identifying the cost of compliance d. A trench safety system shall be designed by the Contractor. 23. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards and shall be filled with clean structural fill compacted and tested in accordance with the geotechnical report. 24. All debris resulting from all activities shall be disposed of off-site by the Contractor. 25. All existing trees to remain shall be protected and preserved. 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown on plans. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shall not be permitted on property. 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddd-mix concrete with #57 stone. 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 installing any new item causing such damage. 32. Should the surface or subsurface conditions differ from what Is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S with bell and spigot, silt -tight, rubber-gasketed joints. 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be sized by contractor. WATER NOTES1 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of water facilities with all other construction. 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform to latest COAB Standards and Specifications and applicable AWWA Standards. 5. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be 60". 7. Water lines are designed to finished grade and shall be protected until finish work is complete. 8. All water mains 3" and larger shall be AWWA C900, DR25 PVC. Water mains 2" and smaller shall be polyethylene pipe with couplings may be used and with NSF -PW approval. 9. Restrained joints are required where water mains are terminated and at all bends, In accordance with COAB standard details and specifications. 10. All gate valves 2" and larger shall be non -rising stem type and shall be suitable for 200 psi non -shock working pressure. Gate valves shall be mechanical joint, iron body, resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions shall be provided for each buried gate valve. Boxes shall be of cast iron construction, 3/8" minimum wall thickness and shall be non -tacky tar enamel coated. The word "water" shall be cast in cover. All gate valves installed shall open by turning to the left (counterclockwise) when viewed from the stem. 12. Class B, Type I bedding shall be used for this project unless indicated otherwise on the drawings or directed by the engineer. 13. Unsuitable materials under water pipe shall be removed and replaced with selected backfill properly compacted. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during the compaction operations. Compaction shall continue until densities of at least 95 percent of the modified proctor maximum dry density (ASTM D 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the modified proctor 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the maximum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be allowed until all proposed water lines have been flushed, pressure tested, disinfected, and cleared for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two days prior to connection of water 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 approved by the engineer and owner. 18. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the tests. Pressure tests shall be conducted at 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure test after limerock is installed. WATER NOTES QNT'®,: 19. The contractor shall coordinate all water main flushing with COAB Utility Department. Flushing and disinfection procedures shall comply with AWWA C-651 for main disinfection. 20. Upon completion of water main flushing, bacteriological samples shall be taken. Samples shall be taken for 2 consecutive days. 21. Sample points for bacteriological sampling shall be located as follows: 1. Every 1000 feet and/or every dead end on a water main. 2. Point of tie-in to existing water system. 3. Water main stubs more than 40 feet in length. 22. Fire hydrants shall meet COAB standards. 23. New or relocated, underground water mains included in this project shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer, storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer if the bottom of the water main will be laid of least six inches above the top of the sewer); a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC 62-555.314(5)] 24. New or relocated, underground water mains that are included in this project and that will cross any existing or proposed, gravity- or vacuum -type sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure-type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] 25. At the utility crossings described in Part II.C.t.w, above, one full length of water pipe shall be centered above or below the other pipelines so the water main joints will be as for as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation shall be required. 27. All water and sewer construction shall be accomplished by an underground utility contractor licensed under the provisions of Chapter 489 Florida Statutes. 28. All water mains shall terminate approximately 5 feet outside the building unless otherwise noted. The and of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 29. The contractor shall make application to utility company for the project water meter and shall pay for all meter fees. 30. The contractor shall be responsible to provide mitigating construction measures in all cases where a minimum of 18 inches of vertical clearance between water and sewer (including storm) lines is not possible. 31. The contractor shall be responsible for providing water for construction use during entire course of project If necessary. 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints per COAB Standards. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's responsibility to obtain the permit through the St. Johns River Water Management District. 34. If solvent contamination is found in the pipe trench, work shall be stopped and the proper authorities notified. With approval of the permitting agency, ductile iron pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be used in the contaminated area. The ductile iron pipe shall extend of least 100 feet beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat and covered with a waterproof covering. The proper authorities shall be notified and the contaminated soil held for proper disposal. 35. All backflow preventers shall be in accordance with COAB cross connection program. Backflow preventers must be tested after Installation by a certified tester and annually thereafter. COAB contact: Bill Pound 0 665-5787. Backflow preventers on fire lines or backflow preventers on fire lines or combinations fire/potable mains shall have freeze protection. SANITARY SEWER NQ= 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of sewer facilities with all other construction. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering materials and beginning construction. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 5. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify the Engineer of any conflicts prior to installation of any pipe. 7. Manholes shall be in conformance with COAB Standards. 8. Type B bedding shall be used for this project unless indicated otherwise on the drawings. 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum moisture content. 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of pipe and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during the compaction operations. Compaction shall continue until densities of at least 95 percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. 11. All sewer construction shall be accomplished by an underground utility contractor licensed under Chapter 489 F.S. 12. All pipe lengths are horizontal distances and are approximate. 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 14. The Contractor shall perform a television inspection of the sewer system. Two full reports, including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location of services, type of joint, distance between manholes and any irregularities in the pipeline. The television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be lamped as part of the final, inspection. 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services with the approved plumbing plans for the building. 16. Contractor shall provide to the Engineer, a schedule of Invert elevations of all sanitary manholes prior to the placement of the limerock base course. This schedule shall be provided by the registered land surveyor submitting the "as -built" drawings for this project. 17. All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for depths 12 feet or deeper, or in easements unless otherwise noted. 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. AS -BUILT REQUIREMENTS Contractor shall provide complete as -built information to the Engineer in accordance with the following requirements: 1. As -built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set of signed and sealed prints and a set of computer disks containing project AutoCAD files and PDF's of the prints shall be submitted to the Engineer for review and approval. Additional signed and sealed prints shall be provided to the Engineer as requested. 2. As -built drawings shall be in accordance with all authorities having jurisdiction. Contractor shall coordinate as -built submittals and approvals with jurisdictional agencies unless otherwise directed by the Engineer. 3. Provide building locations, finish floor elevations, pavement grades and all underground facilities. 4. Provide perimeter dimensions at top of bank and at bottom of pond. 5. Provide elevations at top of bank and bottom of pond. 6. Provide special detail drawings where installations were not as shown on contract drawings due to field conditions or where required for clarity. 7. Provide location, elevation and description of benchmark(s). 8. Locate and provide elevations of all structures. Location of all structures shall be from two (2) directions and include northing/easting coordinates of center of structure. 9. Locate all pipes and provide size, elevation, invert elevations, length and type. 10. Provide dimensions and elevations of the pond outfall structure(s). 11. Water as-builts shall indicate the location of bacteriological sample points. 12. The as-builts shall include a detail of . every crossing of the new water main with gravity sewers, force mains and storm pipes clearly shown & indicating the vertical clearances at each crossing. Details shall be furnished for parallel runs where the horizontal separation is less than 10 feet. 13. The centering of uncut lengths of pipe at points of crossing shall be documented on the as-builts and all mitigating construction measures clearly depicted in cases where a minimum of 18" of vertical clearance between the water and sewer (including storm) lines is not possible. TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23, 2015 pRojECTNO.: 114001.01 ®y : JBD DRAWN By: DPT SCALE : AS NOTED GENERAL NOTES �, 1su SS7ATE OF J. �- S H E E T APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF EXISTING 8" WATER MAIN EXISTING WATER SERVICE ,$ v�,v ,A: ,..,. \_U_ .,_ ,, . A.V _V ,«A a„«�� m �.. a ASPHALT DRIVE TO BE REMOI < 4 SIF 46 iA7 b M, l ua gg A> S89'24'20": y 49.73' (A) .,7 7 o BUILDING TO BE I I y DEMOLISHED 0'.NPARKING AREA 7,95 Lu U oa N p, O rn ' rn a LL. 7 CONCRETEI PARKING 7 IUs 7>,7, N, M N BUILDING T s BE DEMOUSHED O I I N89-2� 12 E .:..::. .; 3 50.00 ,1 (P&A) -0 " o40 r • r N. a e, r fl ro � R„ �. „ , tip, ,.. 7 O g x CHC UR ,�,a� I P„TAM- 2,0'K a� �a CONSTRUCTION ENTRANCE. CONCRETE DRIVE - SEE SHEET C7.0 FOR DETAIL TO BE REMOVFA 84510Z w CY- ry :D A HALT / I7 Q Q U w / . U w M GRAIL& ISLAND U Z Q J H Q C� w a c.� 0 0 O Y / Is T 8447 TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 -- Office 904.739.3655 Fax 904.730.3413 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 TSR INV -2.14 a PK 04L K/413 CLARY ON DISK APPROXIMATE LOCATION OF oA 2. 1114 CONCRETE MWAY EXISTING WATER SERVICE V F2 w > , LEGEND: _w _w __w_ � �. MANHOLE TO BE CONCRETE DRIVE I AAS.' " INLET PROTECTION DVED (NOT IN USE) TO BE REMOVED EXISTING SEWER SANITARY MAIN 0 EXISTING CONTOURS �x MANHOLE TO BE I W,,,... *6,77 21.7+ &VjRa EXISTING SPOT ELEV. NOT IN USE) ) CONCtETE DRIVE RDA €t; � REMOVED BROKEN ASPHALT � INS NEW 1 ,�® DRIVE TO BE REMOVEDiNIVI IND L`S3 „, TO BE REMOVED g ® ■ ■ s PROPERTY LINE . , a AT x,.11 ,, , , (n INV, 04NV 174 SjSTRUCUTE-162 V-31.015; z ._ SF w.� r .�, w,. , „ ¢ ,h a ...w vrrH, «, „uw ry ;� SILT FENCE LIMITS OF 7 r, vw« SF CLEARING � ix'v ry .a iFOR DIRECTION ONLY 9 MANHOLE„ 1LIMITS 0F CURB DEMOLITION ' `MIND ISfid- ZE r9. 0"u", 7 y '�`� � s �� < La��rs�,« ,� ,o' S$9 0 W �q �,•,; I � i ' LIMITS OF MISC. DEMOLITION �7 4t!. a 3Ix NOT P11" 6 «TRUCI 4156' s # IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND f € , I 7, , a I I'r C RSR I I 74 / AND 2 xiA `� I14CK AN 'TLICC"� BUILDING TO BE DEMOLISHED X' INAU 7 5o A: ? �� d WMR, € 3iy' ;.< iimiioo,. , �~Wir msw� iy « F ,..�`„'., >.m ,z,p y„ i, ...�A,,.,d, ° </.;5r✓ ,,,,.yrn.. :;�az„ „an:..;,a',.,: . ' iy' sirue�v •" ' S . hYFS%,;.' uF.suc>lN /{F dao r ,24 x r _ F r� p3: J p �*&g w'F xs Aye+ 4 ig 56 t a�i✓ f' I �a 8 3 i 'XJ IM5 < r <8 1 i L NO RKNG VU 1 V VT i f T .. , A AL PARKING LOT TO BE DEMOLISHED 1 i ly r 71 7 RR s I P ( sph N '51 v 0$' n I' ,A t)RITR h� a 3 l` N ,1 �M M y 'ti, SF �,y x SF S SF r: 7 - CONCRETE DRIVE CONCRETE DRIVE s,;* TO BE REMOVED TO BE REMOVED AHALT EP ajks m ll %' € RA S ISLAND INV -A. I T INV S-332 ` fwd qLPL:.... i ASPHALT s IN N-154 I .57 O' / 1 / 2 SURFACE TYPE AREA (SF) AREA (AC) �Rm IMPERVOIUS x� € 1.13 69 M rn. ±22,342 0.52 IAND g^,,.i. e Ba ti Q TOTAL .R 1.65 100 715 Al y � p I b t APPROXIMATE LOCATION OF - y Pg,gAg S PORTABLE TOILET 5 SAWCUT E (STING ASPHALT TO PROVIDE N TRANSITION &'031 1 'LIS , APPROXIMATE LOCATION OF ROLL -OFF- Un ' ' w ,� 00 DUMPSTER (MOLL OFF CONTAINER COMPANY MUST BE ON CITY _o APPROVEDST AND CONTAINER, m ,p ch CANNOT BE CED IN CITY ROW)i ? U CONCRETEI PARKING 7 IUs 7>,7, N, M N BUILDING T s BE DEMOUSHED O I I N89-2� 12 E .:..::. .; 3 50.00 ,1 (P&A) -0 " o40 r • r N. a e, r fl ro � R„ �. „ , tip, ,.. 7 O g x CHC UR ,�,a� I P„TAM- 2,0'K a� �a CONSTRUCTION ENTRANCE. CONCRETE DRIVE - SEE SHEET C7.0 FOR DETAIL TO BE REMOVFA 84510Z w CY- ry :D A HALT / I7 Q Q U w / . U w M GRAIL& ISLAND U Z Q J H Q C� w a c.� 0 0 O Y / Is T 8447 TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 -- Office 904.739.3655 Fax 904.730.3413 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 TSR INV -2.14 a PK 04L K/413 CLARY ON DISK APPROXIMATE LOCATION OF oA 2. 1114 CONCRETE MWAY EXISTING WATER SERVICE V F2 w > , LEGEND: _w _w __w_ � �. MANHOLE TO BE CONCRETE DRIVE I AAS.' " INLET PROTECTION DVED (NOT IN USE) TO BE REMOVED EXISTING SEWER SANITARY MAIN 0 EXISTING CONTOURS �x MANHOLE TO BE I W,,,... *6,77 21.7+ &VjRa EXISTING SPOT ELEV. NOT IN USE) ) CONCtETE DRIVE RDA €t; � REMOVED BROKEN ASPHALT � INS NEW 1 ,�® DRIVE TO BE REMOVEDiNIVI IND L`S3 „, TO BE REMOVED g ® ■ ■ s PROPERTY LINE . , a AT x,.11 ,, , , (n INV, 04NV 174 SjSTRUCUTE-162 V-31.015; z ._ SF w.� r .�, w,. , „ ¢ ,h a ...w vrrH, «, „uw ry ;� SILT FENCE LIMITS OF 7 r, vw« SF CLEARING � ix'v ry .a iFOR DIRECTION ONLY 9 MANHOLE„ 1LIMITS 0F CURB DEMOLITION ' `MIND ISfid- ZE r9. 0"u", 7 y '�`� � s �� < La��rs�,« ,� ,o' S$9 0 W �q �,•,; I � i ' LIMITS OF MISC. DEMOLITION �7 4t!. a 3Ix NOT P11" 6 «TRUCI 4156' s # IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND f € , I 7, , a I I'r C RSR I I 74 / AND 2 xiA `� I14CK AN 'TLICC"� BUILDING TO BE DEMOLISHED X' INAU 7 5o A: ? �� d WMR, € 3iy' ;.< iimiioo,. , �~Wir msw� iy « F ,..�`„'., >.m ,z,p y„ i, ...�A,,.,d, ° </.;5r✓ ,,,,.yrn.. :;�az„ „an:..;,a',.,: . ' iy' sirue�v •" ' S . hYFS%,;.' uF.suc>lN /{F dao r ,24 x r _ F r� p3: J p �*&g w'F xs Aye+ 4 ig 56 t a�i✓ f' I �a 8 3 i 'XJ IM5 < r <8 1 i L NO RKNG VU 1 V VT i f T .. , A AL PARKING LOT TO BE DEMOLISHED 1 i ly r 71 7 RR s I P ( sph N '51 v 0$' n I' ,A t)RITR h� a 3 l` N ,1 �M M y 'ti, SF �,y x SF S SF r: 7 - CONCRETE DRIVE CONCRETE DRIVE s,;* TO BE REMOVED TO BE REMOVED AHALT EP ajks m ll %' € RA S ISLAND INV -A. I T INV S-332 ` fwd qLPL:.... i ASPHALT s IN N-154 I .57 O' / 1 / 2 NOTES: 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS SHOWN. 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. do 10. SEE SHEET C8.0 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BUILDING DEPARTMENT. FFE=8.40 a DINER TO 2EMAIN EROSION CONTROL NOTES: s Z � 0. 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE 7 INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND 7.a MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 9_0 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY I m,q gR. THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES €01 ° AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING I ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF aM FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR I covEREt� coNc � � .EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT y>� CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. 1 a -' "- 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED I AT ONE TIME AND THE DURATION OF EXPOSURE. A 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL -�, ` MEASURES TO PREVENT OFF SITE DAMAGE. d .�'. 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO ai ZF PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO ("X�Wv DRIVEZ S x a e PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SITE. 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND .., s- RUNOFF SHALL BE DETAINED ON THE SITE. �x 1, IN 8 THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY EP AFTER FINAL GRADE HAS BEEN OBTAINED. 9 THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND DATE : DECEMBER 23, 2015 pgO,ECT No. : 114001.01 DESKNM By: J B D DRAWN By: DPT 8CAJE AS NOTED CONCRETE DRIVE COMPLIANCE PROGRAM. TM DRAWN�3 NOTA8® FOR TO BE MODIFIED 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL (SEE SHEET C3.0) TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA CON87FLICIIM U42M 80 NOM STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR ABOVE TRAINING PROGRAM. 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. 81$T TITLE CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING BMP. EXISTING CONDITIONS/ DEMOLITION PLAN PRE -DEVELOPMENT SURFACE AREA CALCULATIONS SURFACE TYPE AREA (SF) AREA (AC) PERCENTAGE (%) IMPERVOIUS x� € 1.13 69 M rn. ±22,342 0.52 31 TOTAL .R 1.65 100 715 Al y � p I b t y Pg,gAg S 5 SAWCUT E (STING ASPHALT TO PROVIDE N TRANSITION &'031 1 , 31 PVC. 1y, �0 5x.n.9Y.w fl e m ? U EXISTING RESTAURANT �R ` 1 STORY STUCCO AND— OD FRAME NOTES: 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS SHOWN. 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. do 10. SEE SHEET C8.0 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BUILDING DEPARTMENT. FFE=8.40 a DINER TO 2EMAIN EROSION CONTROL NOTES: s Z � 0. 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE 7 INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND 7.a MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 9_0 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY I m,q gR. THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES €01 ° AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING I ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF aM FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR I covEREt� coNc � � .EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT y>� CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. 1 a -' "- 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED I AT ONE TIME AND THE DURATION OF EXPOSURE. A 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL -�, ` MEASURES TO PREVENT OFF SITE DAMAGE. d .�'. 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO ai ZF PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO ("X�Wv DRIVEZ S x a e PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SITE. 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND .., s- RUNOFF SHALL BE DETAINED ON THE SITE. �x 1, IN 8 THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY EP AFTER FINAL GRADE HAS BEEN OBTAINED. 9 THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND DATE : DECEMBER 23, 2015 pgO,ECT No. : 114001.01 DESKNM By: J B D DRAWN By: DPT 8CAJE AS NOTED CONCRETE DRIVE COMPLIANCE PROGRAM. TM DRAWN�3 NOTA8® FOR TO BE MODIFIED 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL (SEE SHEET C3.0) TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA CON87FLICIIM U42M 80 NOM STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR ABOVE TRAINING PROGRAM. 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. 81$T TITLE CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING BMP. EXISTING CONDITIONS/ DEMOLITION PLAN PRE -DEVELOPMENT SURFACE AREA CALCULATIONS SURFACE TYPE AREA (SF) AREA (AC) PERCENTAGE (%) IMPERVOIUS ±49,376 1.13 69 PERVIOUS ±22,342 0.52 31 TOTAL ±71,712 1.65 100 PLAN NQ 215;6= CG.® s THE ABOVE CALCULATIONS EXCLUDE THE EXISTING DINER �. C, , w X-1 N)AbKlw ,` S H E E T E a In N I In 0 N v N U m n rn 3 Ld F_ V) 0 O 0 z w of U 0 Q U / U Q w M U Z Q a w Q cID I 0 I 0 0 i d- d / Q_ E' 06N 20 0 15 20 SITE DATA TABLE USE: AUTOMOBILE SERVICE/ RESTAURANT ZONING: CG LANDUSE: COMMERCIAL PHASES: 1 BUILDING• 6 401 SF • , HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED PRE -CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE ® LOT DATA: ITEM TOTAL TOTAL (�) SITE AREA 71,712 S.F. 1.65 Ac. 100% W-2.14 BEO W IMPERVIOUS 49,846 S.F. 1.15 Ac. 70% Y DU PERVIOUS AREA 21,866 S.F. 0.50 Ac. 30% r -- -- *PARKING: w,w �w_.a,_, , .,,_,_,w,�,awA, x_ �.w,.� ��x.� ,wpwvw�.��,�„� �,�„A w,ww,r,;,,��w ,�„��w _� ASPHALT PARKING REQUIRED PROVIDED AUTOMOBILE SERVICE STATION 16 (1/400 SF) 13 TERMINATE CURB O ROW WITH 24" WHITE STOP BAR;STU DIVANT AVENUE AUTOMOBILE SERVICE STATION PERVIOUS N/A **13 3 CURB TRANSITION (TYP.) 4 BEHIND ROW .4 i60' ROW) RESTAURANT 76 SEATS 19 (1/4 SEATS) I f ; 19 TOTAL SPACES 35 ***45 BICYCLE PARKING 5 ,, _u� .._.w. w,.�,�. �A,•�. ,,,1. ,u�,�,,�,m,�,��a��w�_„A.,�m,�_m»�ww.,w�,,,�a.�,�„ ., � �.,,,,�, ,,,w_,.,,� .�..w�ww�.w.., ,,...,�.,, ,,,. ,� _.,_.,mow _�w .,a,,., ._... . �� _� � •.w, , w.,�. ,,��„� ��, �, 0 5 n.�w..w 0 mABOVE CALCULATIONS DO NOT INCLUDE EXISTING DINER. �101 R1-1y--1-----1-----------j ��g �,5a� 20 24e 36 x36 J WHITE STOP BAR; N 2178444.75 E. 528873.85 V i� 4 BEHIND ROW �,,�. � ,, ! �I 4 FENCE ON -STREET PARKING TABLE rn _O_ BIKE RACK t1' ] 1' x : % a ■ X �` x " " " : N: 2178448.59 EXISTING IPER� CDR R1-1 N: 217844.45 R10 36"x36" N: 2178438.49 " = TOTAL 11 N: 2178437.2s E: 529119.67 BULKHEAD E: 529234.41 I r - - * THE NUMBER OF PARKING SPACES DEPICTED IN s.21784z499 " 2� 4' GATES �I 2 THIS SITE PLAN REFLECTS THE MINIMUM PARKING N: $178420.56 E: 529656.81, �4� . N:UILDING 2178425_40 I I WET DETENTION POND I I REQUIRED BY CODE AND IS SUBJECT TO A A C ER �' , Ea 528913,57 _ _ . . I nFCISION IN CASF NO- 16 -9014 -CA -7714 L; a v!, e T 'l I AND 2 '1 Z DISRUPT EXISTING DIVER AND PARKING. c q a e. , a., . , qPERVI US PARKING, G FUELING TANKS 77 .,. G ,. .` / *10 '77-- (SEEPETROLEUM,..: > „v. i N: .9 co PLANS FOR DETAILS. A % J ___� ; . M AND LAYOUT L `- - - - - - - - - �' ® � I -\_ Fe 59ARRA-55 v. -' CA R1-1 36"x36" PROPERTY DR%lER N: 2178244.57 E: 528846.47 Mpg DOW FIVA-1 %fid i N: 21 E: ! i�1 d . "A'5211 C DR 24" WHITE STOP BAR; 4' BEHIND CROSSWALK ASPHALT SHALT w R - ,,,.,,F e. �s ............ . , m.w, w�,�, w.��,:tea. '. .. � F � ,..,.,.. �«.�w .wr, ,.,,.., ,: - w,�. reeve ..» .. nuxwwrivn. ,..... .: ,v, ,...:w,.a,� � N: 2178244.10 _ E: 529129.87 I T � 8' N: 2178233.16 _ INN ,� E: 529127.34 AT TIC BOULEVARD (W ROVO - �r i frlli CURSE PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE OWNER/DEVELOPER: GATE PETROLEUM COMPANY ENGINEER/LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 JACKSONVILLE, FL 32224 A'SRHA . N: 2178248.62 SETBACK LANDSCAPE BUFFER FRONT 20' 10' SIDE 5' 5' REAR 20' 10' • , HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED PRE -CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE ® LOT DATA: ITEM TOTAL TOTAL (�) SITE AREA 71,712 S.F. 1.65 Ac. 100% W-2.14 BEO W IMPERVIOUS 49,846 S.F. 1.15 Ac. 70% Y DU PERVIOUS AREA 21,866 S.F. 0.50 Ac. 30% r -- -- *PARKING: w,w �w_.a,_, , .,,_,_,w,�,awA, x_ �.w,.� ��x.� ,wpwvw�.��,�„� �,�„A w,ww,r,;,,��w ,�„��w _� ASPHALT PARKING REQUIRED PROVIDED AUTOMOBILE SERVICE STATION 16 (1/400 SF) 13 TERMINATE CURB O ROW WITH 24" WHITE STOP BAR;STU DIVANT AVENUE AUTOMOBILE SERVICE STATION PERVIOUS N/A **13 3 CURB TRANSITION (TYP.) 4 BEHIND ROW .4 i60' ROW) RESTAURANT 76 SEATS 19 (1/4 SEATS) I f ; 19 TOTAL SPACES 35 ***45 BICYCLE PARKING 5 ,, _u� .._.w. w,.�,�. �A,•�. ,,,1. ,u�,�,,�,m,�,��a��w�_„A.,�m,�_m»�ww.,w�,,,�a.�,�„ ., � �.,,,,�, ,,,w_,.,,� .�..w�ww�.w.., ,,...,�.,, ,,,. ,� _.,_.,mow _�w .,a,,., ._... . �� _� � •.w, , w.,�. ,,��„� ��, �, 0 5 n.�w..w 0 mABOVE CALCULATIONS DO NOT INCLUDE EXISTING DINER. �101 R1-1y--1-----1-----------j ��g �,5a� 20 24e 36 x36 J WHITE STOP BAR; N 2178444.75 E. 528873.85 V i� 4 BEHIND ROW �,,�. � ,, ! �I 4 FENCE ON -STREET PARKING TABLE rn _O_ BIKE RACK t1' ] 1' x : % a ■ X �` x " " " : N: 2178448.59 EXISTING IPER� CDR R1-1 N: 217844.45 R10 36"x36" N: 2178438.49 " = TOTAL 11 N: 2178437.2s E: 529119.67 BULKHEAD E: 529234.41 I r - - * THE NUMBER OF PARKING SPACES DEPICTED IN s.21784z499 " 2� 4' GATES �I 2 THIS SITE PLAN REFLECTS THE MINIMUM PARKING N: $178420.56 E: 529656.81, �4� . N:UILDING 2178425_40 I I WET DETENTION POND I I REQUIRED BY CODE AND IS SUBJECT TO A A C ER �' , Ea 528913,57 _ _ . . I nFCISION IN CASF NO- 16 -9014 -CA -7714 L; a v!, e T 'l I AND 2 '1 Z DISRUPT EXISTING DIVER AND PARKING. c q a e. , a., . , qPERVI US PARKING, G FUELING TANKS 77 .,. G ,. .` / *10 '77-- (SEEPETROLEUM,..: > „v. i N: .9 co PLANS FOR DETAILS. A % J ___� ; . M AND LAYOUT L `- - - - - - - - - �' ® � I -\_ Fe 59ARRA-55 v. -' CA R1-1 36"x36" PROPERTY DR%lER N: 2178244.57 E: 528846.47 Mpg DOW FIVA-1 %fid i N: 21 E: ! i�1 d . "A'5211 C DR 24" WHITE STOP BAR; 4' BEHIND CROSSWALK ASPHALT SHALT w R - ,,,.,,F e. �s ............ . , m.w, w�,�, w.��,:tea. '. .. � F � ,..,.,.. �«.�w .wr, ,.,,.., ,: - w,�. reeve ..» .. nuxwwrivn. ,..... .: ,v, ,...:w,.a,� � N: 2178244.10 _ E: 529129.87 I T � 8' N: 2178233.16 _ INN ,� E: 529127.34 AT TIC BOULEVARD (W ROVO - �r i frlli CURSE PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE OWNER/DEVELOPER: GATE PETROLEUM COMPANY ENGINEER/LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 JACKSONVILLE, FL 32224 A'SRHA . N: 2178248.62 NOTES: 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE do THE AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031 CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. n^eejrnTu 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 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23. 2015 pppjECT No.: 114001.01 DEQ BY : J B D DRAWN BY : DPT SOAK ; AS NOTED THIS DRAWING NOT RELEASM FOR CONSTRUCTION LKEW 80 NOTED A13OVE LAYOUTSHEET TMLE SITE PLAN .,Will 11111111111 fif . 01, S H E E T DAA, ` 1,B Iii e:l �" • LEGEND ® ® PROPERTY BOUNDARY ASPHALT/GATE PARKING CONCRETE/GATE PARKING ' ASPHALT/DINER PARKING CONCRETE PERVIOUS CONCRETE DETECTABLE WARNING LOADING ZONE CURB & GUTTER �3 ON -STREET PARKING COUNT NOTES: 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE do THE AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031 CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. n^eejrnTu 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 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23. 2015 pppjECT No.: 114001.01 DEQ BY : J B D DRAWN BY : DPT SOAK ; AS NOTED THIS DRAWING NOT RELEASM FOR CONSTRUCTION LKEW 80 NOTED A13OVE LAYOUTSHEET TMLE SITE PLAN .,Will 11111111111 fif . 01, S H E E T DAA, ` 1,B Iii e:l �" • a E 0 - LO Ln 0 CN CD W - --c" 0 0 0 Z w 0 r 0 C) I— Z _j CD O O 20 0 15 20 kx F,;_ 6,r ri f ' uAWANS) K NAIL AND U'LARY E '111ON DGK IN WNCRE.-ITE DRIVEWAY INV S1P3AC,`,, __w CORE INTO EXISTING STM)WAM AITNUE' < j. .. . ..... _�t_w -V -V -w -------- -w ---V-------w w _____w _w ASPHALT d" % TYPE 'C' INLET > ts, TOP=6.85 TYPE 'C' INLET CORE INTO EXISTING DT448 AC TOP -6.96 a c ,,, I i TURDIVANT AVENUk 6,04 0 I f 6, 6�p ROP INLET AT INV.=3.81 DA=0.28 AC (E) 1 .=2.17 N erg RJ -_46-37 HOT IN U au (W ROW) MV, - , -,,; V, INV *__173 SUL,- OF WX r-TIIROA'r5 (E) INV.=1.17 t -add Al "35• INV %-1,4"1 vc MEG MEG �14 STMm"k; 3 &2 uvv- 45, MEG (W) INV -1 1 MEG MEG �P,38 61 - L- 633 MEQ- I 16.50 16.47 &J", EP 45 &k2 . . . .... MANHOLE 6,2,, FOR A,4 4V,4i 189 LIF 150 TO NCT BE IN NO F4T T 613 6A DP=7.20 "AM �OLE F'� Ft VH HALT 6.41+ HOPE -5�L INV.=4.0O 21 _V, 12" 'K M D&OM 10 'THE SM I HDPE'O 48 HOPE 0 0.5 tNV.--4.lDO &S, - - - 2 -LP -1 5r_ SAM Ir 4 Me IN 3el I.Ox P 6.94 A, ",,,-6, UoTz» CLEANOUT +Ms 1.5 .52 7. 1 G, + CLEANOUT �7 --mv.- F79 -gLk&NQUT CLEAk6di 7.05 7.05 lag INV: 1.62 T6F INV: 1.50 INWV&46 + CLEANOUT LEANOUT IN J.53 OUT 7.29 +7,05 7� 8 30 LL I -LLj '30 7.44 OUTFALL .9 LEGEND 7.16 INV: 1. 0 LONGITUDINAL "g, ML A _ &40 829 COMIC Mc ORM xSkn 5 4 CONC DRIVE CONC "1 11 . . "d 314 tits * 8.37 . . . . . . . . . . . 4-4 + LP, MLU ® 6:61 -H - "t - , I "I & Is bill 7 MEG 0, TYPE 'C' INLET :L8.26 FP -7,35' MEG ±7.67 MEG TOP= 7.30 ±7.82 :L7.50 DA= 0.19 AC MEG± 84,5 &44 (N) INV: 2.60 ASPHALT 7.84 BAI (E) INV. 2.60 ASPHALT ATLANTIC BOULEVARD ro ... .... . . tT OW ROW) m EP CRASS ISLAND . ......... . ......... .. i9V S 1,72 AT "1 80 11-LE14W, MASS ISLAND .......... ` RAN) P10 V ------ kA ASPHA1,1' 1 INV N-3.54 Pn^eejrnTm 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 A 77771, Now w� DATE DECEMBER 23, 2015 pRojECT No. : 114001.01 DESKNM By: J B D DRAWN By: DIRT 8CALJE : AS NOTED 1 DA 1j:YAj I L Al W". , - 0.6.2S C4.0 01-AORD DVA D 8 H E E T X X X X TM PROSSER Community -Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 i AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23. 2015 pppMECTNO : 114001.01 DESK"M 13y : J B D DRAWN 13y : DPT SCALE: AS NOTED PAVING, GRADING AND DRAINAGE PLAN r�srr�,�r�o occ a a. C4.1 e ,<, O .BRi1rAll 'PE DATE` 1{ z.1 8 H E E T W7 _ 214 : 1 r aV I t( APPROXIMATE -LOCATION _. .. ____ _. _,.,1 __..___ _,'.; _ ___.._... . _ _.... SANITARY SEWER SERVICE. 'f CONTRACTOR TO FIELD VERIFY CONNECT TO EXISTING INV: 2.75 2'. WATER SERVICE TOP -7.5 ? 'f MANHOLE STUDIVANT AVENUE _ - _ _ _ _ _ _ ' EASEMENT c,kTr VAI Vr (N) INV: 2.83 E a a i I Ln N Ln 0 N i sar N v O II ry 3 �r AS AI r77 .,. . 'S r :t O . r--' ........ . ........................ 0 : 3 _.l .................. . . 1- <f X 3 o i z t..f::.l w _ ..... _.._.___._.__. " ............... ....._...-_'__.. :... _:..t_ . ....._ O' _ ryU ..... __..... U 3 E3 Q EXISTING RESTAURANT 0 j H ._ v - FFE=8.40 Q ATLANTIC BOULEVARD w ... M U z ._ Q J 1. _. . _ _..___ .d _ _ U ... _ w .. Q c� I 0 I 0 0 d - .... .................... .. .... . ................ _ . a w i I i sar O II ry 3 �r AS AI r77 .,. . r O . r--' ........ . ........................ : 3 _.l .................. . . 1- <f X 3 o i �. t..f::.l ":.: ...., ........a _.... __:_ _ ..... _.._.___._.__. " ............... ....._...-_'__.. :... _:..t_ . ....._ .._".. .:.:;.�...:: ..:.:::.� _ U ..... __..... U 3 E3 EXISTING RESTAURANT j H ._ - FFE=8.40 ATLANTIC BOULEVARD ... ... 1105' ROW, ._ 1. _. . _ _..___ .d _ _ ... _ _ r .. _ ___....___.. .... .................... .. .... . ................ _ . ...._ __ ____.__...................... ..... NOTES: 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED 48 HOURS IN ADVANCE THROUGH COAB INSPECTOR. 3. NOTICE TO METER APPLICANT: A COPY OF THE RECORDED METER EASEMENT SHALL BE PROVIDED TO THE JEA CUSTOMER SERVICE TAPS AND METERS COUNTER AT TIME OF METER APPLICATION AT 515 N. LAURA ST., JEA CUSTOMER SERVICE. 4. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. RATED. 5. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF LOCATIONS DIFFER FROM PLANS. 6. CONTRACTOR SHALL INSTALL PER CITY OF ATLANTIC BEACH LATEST STANDARDS NO APPROVED MATERIALS. 2„ WATER STORM N 2% 1 " TEE 2" STUB (SEE LANDSCi PLANS FOR CONTINUATK WATER MAIN CONNECTION DETAIL METER -P PROSSER TM Community Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION Wl MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23, 2015 PROJECT NO.: 11400 1. 01 DESIGNED BY: J B D DRAWN BY: DPT SCALE: AS NOTED No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE UTILITY PLAN attnus!..rrsenaf :e C5.0 Ir .l t ii41 OFIp DA-0,''P,E No, Offif _. S H E E T DAT#* .` ACL t l-- r �r: a w i sar O II — cr O tO X 3 U U EXISTING RESTAURANT 1 STORY STUCCO AND WOOD FRAME FFE=8.40 2„ WATER STORM N 2% 1 " TEE 2" STUB (SEE LANDSCi PLANS FOR CONTINUATK WATER MAIN CONNECTION DETAIL METER -P PROSSER TM Community Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION Wl MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23, 2015 PROJECT NO.: 11400 1. 01 DESIGNED BY: J B D DRAWN BY: DPT SCALE: AS NOTED No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE UTILITY PLAN attnus!..rrsenaf :e C5.0 Ir .l t ii41 OFIp DA-0,''P,E No, Offif _. S H E E T DAT#* .` ACL t l-- r �r: NOTE: "'-QT ANDARD OR MEDIAN 1D — BEDDING EXCAVATION SHALL ACCOMODATE SMP BELL SUCH THAT FULL LENGTH OF PIPE FLORIDA BLDG. CODE (TYP.) IS SUPPORTED. 0 CAREFULLY CAREFULLY Bc+18"MAX. COMPACTED TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP Bc+18"MAX. COMPACTED OF SIDEWALK OF SIDEWALK I`Bc+12"MIN. BACKFILL AMV a 4 d a PERMIT THIS SIGN TYPICAL AT ONLY Bc+12"MIN. BACKFILL SHEETING Be SHEETING Be � .0oe C4 r °°aa�g°g°g°e°;°g°;°g°o° °g°go°osa oessososoe°o°e°e°e°emeo PENALTY SIGN WITH N WORDING AS REQ D 2" X g" 12 " 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP r $250 FINE BY STATE OR LOCAL LAW 1. CONTROL JOINTS TO BE AT SPACING EQUAL TO WIDTH OF SIDEWALK. 2"x 2" STEEL TUBE 1/4 Be 3. SIDEWALK WIDTH TO BE 6' WHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP I I 6' ANCHORED 24" IN II '; • � 4" MIN. SOLID CONCRETE ;\—SHAPED MAX 2% CROSS SLOPE ° COMPACTED GRANULAR a a s I I I SLOPE 4 ® a 6" BOTTOM SUITABLE MATERIAL ® PAVEMENT GROUND PAVING CONCRETE UNDISTURBED SOIL HALF SECTION HALF SECTION SURFACE HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH TYPE II TYPE COMPACTED,GRANULAR BEDDING CONCRETE SHALL BE 3000 PSI SHAPED BOTTOM W/TAMPED BACKFILL CLASS IT "B" 3" 5" STABILIZED v SUBGRADE BEDDING NOTE: WHERE SIDEWALK ABUTS BUILDING DETAIL SEPARATE WITH A 1/2" PREMOLDED RAMP Q_ LnN Ln 0 N N U N d rn I 3 v U) I— W W 0 0 Z Q W 0 Z 0 0 0 s Z W rya 0 Q L) U Q W M U 1= Z Q H Q c� W H Q I 0 0 0 6" 2"R I �- 'INISHED GRADE 6" JOINT SEALER* 12" PAVEMENT as Q * APPLY JOINT SEALER 60 DAYS B" AFTER ASPHALT HAS BEEN PLACED TYPE "D" HEADER CURB CONIC. CURB _5' 1" s" JOINT SEALER '/2'�1" R R 12" 12" 1/2'RIw 1/2"R 6 3/8- 7 7 / 7 Y I I18• � �18• CITY STANDARD MEDIAN CURB (LOW SIDE) (HIGH! SIDE) NOTES: 1. FOR CURB NO CURB 3 GUTTER PROVIDE 0.128• CONTRACTION JOINTS EVERY 10' (MAX.). CONTRACTION JOINTS ADJACENT TO CONCRETE PAVING SNALL HATCH THE PAVEMENT CONTRACTION JOINTS . NOT EXCEEDING 12'. 0.378' EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF EVERY 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES 2. CONCRETE FOR CURBS AND CURB A GUTTER SHALT. USA=E A MIN. 3.000 PSI WITH SYTNETIC FIBERS PROVIDING A RESIDUAL FLEXURAL STRENGTH OF 182 PSI WHEN TESTED USING SIM C1018-97, SUCH AS STRUX 90/40 APPLIED AT A RATE OF 4.5 LB/CYD OR APPROVED EOtNVELENT. MATCH ADJACENT PAVDR EIISLOPE. CURB & GUTTER DETAIL PH OAU SITE GRAss WIDTH VARIE ' MIN.v 6` I12:1 MAC SLOPEi ° oa° °oo°g°o 50 24'1O°8ogoo °o°o°o°° °O°O°2 \—DETECTABLE WARNING SURFACE PER CH. 11 FLORIDA BUILDING CODE (TRUNCATED DOMES — SEE DETAIL) (MIN. 36- DEPTH IN DIRECTION OF TRAVEL—FULL WIDTH) B' MINIMUM 12" IN R.O.W. 5' TRANSITION CURB GUTTER PLAN TOP OF CURB 5' TRANSITION TOP OF PAVEMENT OR GUTTER PROFILE Doo oM 40 D 4" WIDE PAINTED WHITE LINE OR CURING "'-QT ANDARD OR MEDIAN 1D — TACTILE WARNING SURFACE PER CH. 11 CURB TRANSITION SMP 7' MOUNTING HEIGHT DETAIL FLORIDA BLDG. CODE (TYP.) B 0 EXPOSED AOOREGATE—RIVER ROCK NIX) TYPICAL AT (FULL WITH AND DEPTH OF RAMP) ALL ACCESSIBLE TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP PARKING SPACES PARKING BY RAMP CURB OF SIDEWALK OF SIDEWALK DISABLED AMV a 4 d a PERMIT THIS SIGN TYPICAL AT ONLY a a d a Q � .0oe °°aa�g°g°g°e°;°g°;°g°o° °g°go°osa oessososoe°o°e°e°e°emeo PENALTY SIGN WITH h� OAU SITE GRAss WIDTH VARIE ' MIN.v 6` I12:1 MAC SLOPEi ° oa° °oo°g°o 50 24'1O°8ogoo °o°o°o°° °O°O°2 \—DETECTABLE WARNING SURFACE PER CH. 11 FLORIDA BUILDING CODE (TRUNCATED DOMES — SEE DETAIL) (MIN. 36- DEPTH IN DIRECTION OF TRAVEL—FULL WIDTH) B' MINIMUM 12" IN R.O.W. 5' TRANSITION CURB GUTTER PLAN TOP OF CURB 5' TRANSITION TOP OF PAVEMENT OR GUTTER PROFILE Doo oM 40 D 4" WIDE PAINTED WHITE LINE OR CURING "'-QT ANDARD OR MEDIAN TRANSITION CURB & OUTTER CURB TRANSITION SMP 7' MOUNTING HEIGHT DETAIL TYP. OAU SITE GRAss WIDTH VARIE ' MIN.v 6` I12:1 MAC SLOPEi ° oa° °oo°g°o 50 24'1O°8ogoo °o°o°o°° °O°O°2 \—DETECTABLE WARNING SURFACE PER CH. 11 FLORIDA BUILDING CODE (TRUNCATED DOMES — SEE DETAIL) (MIN. 36- DEPTH IN DIRECTION OF TRAVEL—FULL WIDTH) B' MINIMUM 12" IN R.O.W. 5' TRANSITION CURB GUTTER PLAN TOP OF CURB 5' TRANSITION TOP OF PAVEMENT OR GUTTER PROFILE Doo oM 40 D 4" WIDE PAINTED WHITE LINE OR CURING \_ 4- WIDE PAINTED WHITE UNE NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED LINES USING WHITE TRAFFIC MARKING PAINT R3 -5R R5-1 R1-1 SNW 1 1 K11 LCI R:E;Loj im 2" ASPHALTIC CONCRETE TYPE SP -12.5 8" COMPACTED CRUSHCR TE OR LIMEROCK BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-180 12" CONSTRUCTED SUB—BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY - AASHTO T-180. ROW ASPHALT PAVEMENT 6" PERVIOUS CONCRETE 1.5" NO. 8 AGGREGATE (WASHED) a � W 10" GRADED CRUSHED AGGREGATE PERVIOUS BASE COURSE (WASHED) NON WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF BASE COURSE 6 STABILIZED SUBGRADE (95% MODIFIED PROCTOR MAX DENSITY, MINIMUM LBR 40) 1�00uy [ . ......... 11[� ''I 111)1KZ "'j;1M4V 9' CURB TRANSITION TYPICAL PARKING SPACE LAYOUTS 7' MOUNTING HEIGHT TYP. 0 \_ 4- WIDE PAINTED WHITE UNE NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED LINES USING WHITE TRAFFIC MARKING PAINT R3 -5R R5-1 R1-1 SNW 1 1 K11 LCI R:E;Loj im 2" ASPHALTIC CONCRETE TYPE SP -12.5 8" COMPACTED CRUSHCR TE OR LIMEROCK BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-180 12" CONSTRUCTED SUB—BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY - AASHTO T-180. ROW ASPHALT PAVEMENT 6" PERVIOUS CONCRETE 1.5" NO. 8 AGGREGATE (WASHED) a � W 10" GRADED CRUSHED AGGREGATE PERVIOUS BASE COURSE (WASHED) NON WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF BASE COURSE 6 STABILIZED SUBGRADE (95% MODIFIED PROCTOR MAX DENSITY, MINIMUM LBR 40) 1�00uy [ . ......... 11[� ''I 111)1KZ "'j;1M4V I QT_M- 1" Crown Cold Mix a o a Q Q0 D 00 D 0 DDD Limerock Base t3 Q XO D O O 6" Limerock Min. \ 98% Comp. AASHTO T-180 Temporary Type I Repair 1 " Crown Cold Mix Q � d 6., Limerock Base Q p n '\ \� 98% Comp. AASHTO T-180 Temporary Type II Repair ,-)Ur IUGC r-,CI.J1UGCr(1CIIL Consistent W/Exist. 1 /8" To 1 /4" Smooth Saw Cut 6,. 7P 1 1/4" Min. Surface Limerock BaseT T D D Limerock Replacement Base LIR 75, 100% Max. Density 1.5' AASHTO T-180 Ditch (W) Compacted Backfill 98% / \� Max. Density AASHTO T-180 12 MIn. 12 Min. Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. STANDARD PAVING REPAIR DETAIL DETECTABLE WARNING 6" WHITE PAINTED LINE SURFACE IN DIAGONALS A 60' ACCORDANCE WITH A.D.A. EQUALLY SPACED (SEE FLORIDA BLDG. 6 5' 6' CODE, CH. 11) HC SIGN N0. FTP 26 12:1 MAX. z 12:1 MAX. Oo O°°°O °oo oo° oogog ogogo °o°o° °oo°000 °oo°o °o°oa°eo 18" WHEELSTOP WHERE SHOWN ON PLAN LUE PAINTED LINES WHITE HANDICAP SYMBOL m 6" WHIT 6" BLUE IF '_ On LE 6� so 6` 6" WHITE PAINTED UNE NOTE: WHEN ADJACENT TO HANDICAP RAMPS, SPACES AND SIGNAGE STANDARD SPACE SHALL MEET AMERICAN NATIONAL STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. PROSS&I't 1ti i 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 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23. 2015 PHO.ECT NO ; 114001.01 DE81a® By ; J BD DRAWN 13y; DPT SCALE: AS NOTED THS DRAWIINO NOT RELEASED FOR CONSTRUCTION UN.E88 80 NOTED ABOVE SHEET TILE GRADING AND DRAINAGE DETAILS ,wr *�Ettl �ttl�tc ISCIxF3fii. l °._ L~f ~ C6.1 76 OF J. BRADF` ,` JPE D 8 H E E T CURB TRANSITION TYPICAL PARKING SPACE LAYOUTS 7' MOUNTING HEIGHT HC SIGN NO. FTP2 TYPICAL AT MAX.7i CROSS SLOPE 2 FINISHED OWE FINISHED GRADE ALL ACCESSIBLE TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP PARKING SPACES PARKING BY OF SIDEWALK OF SIDEWALK DISABLED AMV a 4 d a PERMIT THIS SIGN TYPICAL AT ONLY a a ACCESSIBLE d a Q PARKING PACES CCESSIBLE 12" X 6" SS NOTES; PENALTY SIGN WITH WORDING AS REQ D 2" X g" 12 " 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP r $250 FINE BY STATE OR LOCAL LAW 1. CONTROL JOINTS TO BE AT SPACING EQUAL TO WIDTH OF SIDEWALK. 2"x 2" STEEL TUBE 3. SIDEWALK WIDTH TO BE 6' WHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP I I 6' ANCHORED 24" IN II SOLID CONCRETE MAX 2% CROSS SLOPE ° a a s I I I SLOPE 4 ® a 6" II TOP OF ® PAVEMENT GROUND PAVING CONCRETE a SURFACE 8„ 4 COMPACTED I �° LIMEROCK BASE 1" II 11,9 CONCRETE SHALL BE 3000 PSI I I ` N MAX. SLUMP 5" IT 3" 5" STABILIZED v SUBGRADE NOTE: WHERE SIDEWALK ABUTS BUILDING 1'-6° SEPARATE WITH A 1/2" PREMOLDED MASTIC STRIP CONTINUOUS SIDEWALK SECTIONSIGNNO, FTP 26 I QT_M- 1" Crown Cold Mix a o a Q Q0 D 00 D 0 DDD Limerock Base t3 Q XO D O O 6" Limerock Min. \ 98% Comp. AASHTO T-180 Temporary Type I Repair 1 " Crown Cold Mix Q � d 6., Limerock Base Q p n '\ \� 98% Comp. AASHTO T-180 Temporary Type II Repair ,-)Ur IUGC r-,CI.J1UGCr(1CIIL Consistent W/Exist. 1 /8" To 1 /4" Smooth Saw Cut 6,. 7P 1 1/4" Min. Surface Limerock BaseT T D D Limerock Replacement Base LIR 75, 100% Max. Density 1.5' AASHTO T-180 Ditch (W) Compacted Backfill 98% / \� Max. Density AASHTO T-180 12 MIn. 12 Min. Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. STANDARD PAVING REPAIR DETAIL DETECTABLE WARNING 6" WHITE PAINTED LINE SURFACE IN DIAGONALS A 60' ACCORDANCE WITH A.D.A. EQUALLY SPACED (SEE FLORIDA BLDG. 6 5' 6' CODE, CH. 11) HC SIGN N0. FTP 26 12:1 MAX. z 12:1 MAX. Oo O°°°O °oo oo° oogog ogogo °o°o° °oo°000 °oo°o °o°oa°eo 18" WHEELSTOP WHERE SHOWN ON PLAN LUE PAINTED LINES WHITE HANDICAP SYMBOL m 6" WHIT 6" BLUE IF '_ On LE 6� so 6` 6" WHITE PAINTED UNE NOTE: WHEN ADJACENT TO HANDICAP RAMPS, SPACES AND SIGNAGE STANDARD SPACE SHALL MEET AMERICAN NATIONAL STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. PROSS&I't 1ti i 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 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : DECEMBER 23. 2015 PHO.ECT NO ; 114001.01 DE81a® By ; J BD DRAWN 13y; DPT SCALE: AS NOTED THS DRAWIINO NOT RELEASED FOR CONSTRUCTION UN.E88 80 NOTED ABOVE SHEET TILE GRADING AND DRAINAGE DETAILS ,wr *�Ettl �ttl�tc ISCIxF3fii. l °._ L~f ~ C6.1 76 OF J. BRADF` ,` JPE D 8 H E E T 2' CONCRETE PAD 1/4" ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. E a LOU EO LBsl j N 1 � � e n � N N r H u ❑ N .- 7/8» 1 5/8" 1 7/8" 35 7/8 2 7/8 ELeN 1/8"x1"x1" 7/8" BEARING PAD 35 1/8" MMAN ELEVATION 25 YR/ 24 HIR STORM EL 6.82 5 YR 24 HR STORM EL 6.67 o MEAN ANNUAL WATER EL 6.46 o NORMAL WATER EL 4.20 0l NOT TO SCALE POND SECTION 3'-0" -T RCP W 3 co W I ) (j GRATE DETAIL FOR TYPE 'C' INLET 3 1 ,i. TOB EL 7.95 �" RETAINING WALL BY OTHERS) 6" PVC 1.5" ORIFICE DRILLED IN CENTER PVC THREADED CAP 1/4" ALUMINUM NOTE: SKIMMER WITH 1, 1. USE MODIFIED TYPE 'E' OUTLET FOR GALVANIZED ANCI CONTROL STRUCTURE. BOLTS. 18" O.C. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. I on I 0 1/4" ALUMINUM OIL PLAN I N SKIMMER WITH 1/2" GALVANIZED ANCHOR TOB EL 7.95 K% BOLTS. 18" O.C. N I -\ \ MODIFIED TYPE "E" STRUCTU o TYPE "E" GRATE OIL SKIMMER/GRATE EL 6.93 3 25 YR/24 HR " RETAINING WALL v t (BY OTHERS) w w 0 p 36" WEIR EL 6.20 Q TRASH U) I BARS I O6 O.C. I Z NORMAL WATER EL 4.20 I a a ; � BOTTOM SKIMMER EL 3.2 o CONCRETE PAD I S I 3" PVC „ 1.5 ORIFICE 12 RCP W DRILLED IN CENTER TO OUTFALL tY I PVC THREADED CAPOf i D I I 0 _ JI< ° ° 4Z. d SUMP EL (FILLED W/ U CONCRETE FROM INV. RCP m TO BOTTOM OF STRUCTURE) 0 #4 O 12" O.C. S.W. fmll�I� I I Z MINIMUM BEARING CAPACITY 2000 PSF B X14 O 6" O.C. B. SECTION ►w - MODIFIED YPE "E* CONTROL STRUCTURE I 0 NOT TO SCALE 0 O �t OUiFALL STRUCTURE 2 RAM LETrERS; (MCITY OFBEACHIN) IN THIS V 11 3/44w T� FLUSH WITH SOP OF COWER. RAISED LEITERS 1. HK#I ("SANRARY SEWER") FLUSH WITH TOP OF COVER CAST IRON FRAME AND : COWER. U.S. FOUNDRY .::........ .... 856-U, ORAPPROVEI).:::........ . E■••. Y..••• 2- CONCEALED •lP�.�PK�3K �I�H%�OLM IN FRAME AND COVER SHALL BE MACHINED OR GROUND AT ALL BEARING SURFACES SO AS TO SEAT FIN&Y AND ROCKING PREVENT P LAN PAVEMENT -- GROUT IN 1- 1 1/2" UNPAVED AREA'S .,;J. •� ' ° ••. GROUT , " SECTION MANHOLE FRAME AND COVER DETAIL N.T S kNITARY MANHOLE COVER NOTE: 1. USE MODIFIED TYPE 'E' OUTLET FOR CONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. 9 8 7 6 5 0 3 0 I 9 8 7 6 5 0 5 10 15 20 25 30 35 X SCALE 1"=4' Y SCALE 1"=2' CROSS SECTION B -B •14 9 E:f7 5 10 15 20 25 30 X SCALE 1"=4' Y SCALE 1"=2' OSS SECTION A -A 6" 4'-1" 3'=1" SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT COVER NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. 6" PLAN Q 1/4" ALUMINUM OIL 0 1 SKIMMER WITH 1/2" (SEE PLATE 6" 2' GALVANIZED ANCHOR TOB EL 7.95 T o • I BOLTS. 18" O.C. 4" 3 1/2" MODIFIED TYPE "E" STRUCTU ,\ 2 TYPE "E" GRATE - 0 I 0 OIL SKIMMER/GRATE EL 6.93 AND EDGES TO BE 25 YR/24 HR " RETAINING WALL i BY OTHERS) i 36" WEIR EL 6.20 WITH LATEST EDITIONS 2"x2"x1/4" ANGLE IRON GRATE BARS I• 6" O.C. NORMAL WATER EL 4.20 I #4 O 12 O.C. B.W. BOTTOM SKIMMER EL 3.2 i l CONCRETE PAD I 3" PVC _ 15" RCP 1.5" ORIFICE DRILLED IN CENTER TO OUTFALL INV. EL 4.05 PVC THREADED CAP ° ° ° °a° . j a SUMP EL (FILLED W/ GROUT, OR "RAM-NEK" iv z 4 Y47 CONCRETE FROM INV. RCP � g i TO BOTTOM OF STRUCTURE) #4 O 12" O.C. B. NOT BE IN MINIMUM BEARING r. CAPACITY 2000 PSF X14 O 6" O.C. B. . w SECTION PIPE MUST NOT BE IN MODIFIED TYPE "E" CONTROL STRUCTURE NOT TO SCALE OUTFALL STRUCTURE 1 9 8 7 6 5 0 3 0 I 9 8 7 6 5 0 5 10 15 20 25 30 35 X SCALE 1"=4' Y SCALE 1"=2' CROSS SECTION B -B •14 9 E:f7 5 10 15 20 25 30 X SCALE 1"=4' Y SCALE 1"=2' OSS SECTION A -A 6" 4'-1" 3'=1" SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT COVER NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. 6" Q I Q EYE BOLTS 0 1 W I (SEE PLATE 6" 2' 0" 6" T o • I D-210) 2 1 4" 3 1/2" 0 I i, 2 1/4" ALL EXPOSED CORNERS - 0 I 0 Z" AND EDGES TO BE PLAN CHAMFERED 3/4" PRECASTIN ACCORDANCE WITH LATEST EDITIONS 2"x2"x1/4" ANGLE IRON GRATE OF ASTM C 478 SEAT (SEE PLATE D-209) #4 O 12 O.C. B.W. GROUT l 6" VARIES MAX. DEPTH 15' GROUT, OR "RAM-NEK" iv z JOINTS- WHEN REQUIRED � g i PIPE MUST `,�:..:... NOT BE IN 112"/F r. _ CONST. JOINT w #4 O 12" O.C. B.W. w PIPE MUST NOT BE IN a Q ji CONSTRUCTION JOINT '...' PIPES SHALL BE FLUSH MIN. ` WITH INSIDE WALL BEARING CAP 8"1�� /.\ /.\ \ /•\ /•\ .� 2000 P.S.F. > �� #4 ®s" O.C. B.W. MINIMUM BEARING CAPACITY 2000 PSF 35 40 RICK 2- #8 ® 6" O.C. MANHOLE COVER AND FRAME PER CITY OF JAX. STD. ICK GROUT, "RAMNEK" OR "0" RING JOINTS WHERE REQ'D. IPES SHALL BE FLUSH 'ITH INSIDE WALL. STORM SEWER TYPE 'C' INLET I STORM SEWER TYPE J-1 PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE: DECEMBER 23, 2015 PRO&CT NQ : 114001.01 DESKNM By: J B D DRAWN By : DPT SCALE: AS NOTED THIS DRAWM NOT F91EASE11) FOR coNffirmianoN UNLESS 80 NOTED ABOVE SHEET TITLE GRADING AND DRAINAGE DETAILS f 2 z o. 71 C6.2 '. STAT E O F s -D- OW OO � .s:. 8 H E E T ®��aaaatssaaeasasccE��`° ' Q I Q Q 0 1 W I La_ I T o • I o 1 in 0 I 0 0 I i, MANHOLE COVER AND FRAME PER CITY OF JAX. STD. ICK GROUT, "RAMNEK" OR "0" RING JOINTS WHERE REQ'D. IPES SHALL BE FLUSH 'ITH INSIDE WALL. STORM SEWER TYPE 'C' INLET I STORM SEWER TYPE J-1 PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE: DECEMBER 23, 2015 PRO&CT NQ : 114001.01 DESKNM By: J B D DRAWN By : DPT SCALE: AS NOTED THIS DRAWM NOT F91EASE11) FOR coNffirmianoN UNLESS 80 NOTED ABOVE SHEET TITLE GRADING AND DRAINAGE DETAILS f 2 z o. 71 C6.2 '. STAT E O F s -D- OW OO � .s:. 8 H E E T ®��aaaatssaaeasasccE��`° ' Q I M I U I 0 1 W I La_ I T o • I o 1 in 0 I 0 0 I i, _ 0 I ao 0 I - 0 I 0 MANHOLE COVER AND FRAME PER CITY OF JAX. STD. ICK GROUT, "RAMNEK" OR "0" RING JOINTS WHERE REQ'D. IPES SHALL BE FLUSH 'ITH INSIDE WALL. STORM SEWER TYPE 'C' INLET I STORM SEWER TYPE J-1 PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE: DECEMBER 23, 2015 PRO&CT NQ : 114001.01 DESKNM By: J B D DRAWN By : DPT SCALE: AS NOTED THIS DRAWM NOT F91EASE11) FOR coNffirmianoN UNLESS 80 NOTED ABOVE SHEET TITLE GRADING AND DRAINAGE DETAILS f 2 z o. 71 C6.2 '. STAT E O F s -D- OW OO � .s:. 8 H E E T ®��aaaatssaaeasasccE��`° ' 0- L0 Ln N Y - I to O N N U N o� 3 -v W H w W 0 r) Z Q N Ld I- O Z O O d' H Z w Iy I� 0 Q C) C) Q w m C) 1- Z Q J H Q w H Q Ca O TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserine.com Florida Certificate of Authorization Number: 00004050 DATE : DECEMBER 23, 2015 PFRO.ECT NO.: 114001.01 DESIGNED BY J B D DRAWN By: DPT SCALE : AS NOTED THIS DRAWSKi NOT RSSAM FOR OONSTF i710N UNUM 80 NOTED ABOVE SHEET TIITL.E EROSION AND SEDIMENT CONTROL DETAILS ' 7- \.1\ C \C F_ ^n, C7.0 Na 626/`3 S H E E T NOTES: BINDING WIRE STAKED AND ENTRENCHED OR TWINE STRAW BALE 48" MIN. METAL FENCE POSTS DRIVEN WOVEN WIRE FENCE INTO GROUND A MIN. OF 2'-0" GRAVEL (12" MIN. DEPTH) 1. EXCAVATE THE TRENCH COMPACTED SOIL TO 2. PLACE AND STAKE STRAW BALES PREVENT PIPING (MIN. 14 GAUGE; 6" MAX. 1010 .c. MESH SPACING) FILTER CLOTH ( MIRAFI, POLYFILTER X 3. WEDGE LOOSE STRAW BETWEEN BALES / (MAX.) OR APPROVED EQUAL) 18"MIN. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. I I I ( I RUNOFF WATER ! SEDIMENT LADEN I � W/SEDIMENTSRUNOFF SEDIMENT FILTERED RUNOFF �QG FILTERCL TH � OrQ .lr':^ TRENCH LL O � I ' ' �I .1 _fir u1 ••^ /./ X\P \G ..7:»,::::.t:?: k$+•. , (/j� J ;.•<. t �''� t a W.7:I ":0:: - I I t „l e^.. ,`''}'1.0. }�t i. -•.rte .�^ �F `.:P•iY4 }mf• }a•:.e, � IJ I I=) I I I I � - �.-.• BACKFILL TRENCH WITH CON TIONAn EA EARTH AFTER PLACING �O/ S� _� I :;a;:.:d•: �. n: F..:.4G - - - ` :h;=: `-r ,,� � ' t` ��"a.r+ + � �� ;fir*< FILTER CLOTH / 6„ 4. .I - -I I I I -I I I I �.;ia:r• r '1..,.t w: ` coNsrRucrloN FILTERED WATER WIRE MESH - Mm's .,. SPECIFICATIONS 6" MINIMUM 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES} CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE �'•?=; ;>, ,Y ,..,...r. �•:.�r,z�; �,�„, 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A :�.t.•� :,.. �•,.... ' •c:-:.j'�n ,qy�•; SPACED EVERY 24"x 24". B A 2" 3" STONE MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT c 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 l I 4 'I I DRIVE FUNCTIONAL CONDITION, THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS iI 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 INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. POINTS'A' SHOULD BE HIGHER THAN POINT'B' WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY FlLTER FENCE GRAVEL & W1RE MESH Wd.ET MENT FlLTERSTRAW BALE BARRER CONSTRUCTION ENTRANCE DETAL DROP INLET W/GRATE DROP INLET W/GRATE EROSION AND SEDIMENT CONTROL NOTES EEffl 0 0 o 0 ERB EEEH EEM p II IUI Ih11II IIII1111 I IIII 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs EEEH o I11 li' III II' III 1 I f III' I I I I )H' 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 1 0 M provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion UI 1 111 11, I 1 '80 4I141111111111 lll 111 114414,111,111, confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, ' I I I I II I I III II' III1 I IIIIII' ILI I L)III I�11 I PIII111)"111111M, specifications and St. Johns River Water Management District 4. Contractor shall ensure that all drainage structures, pipes, Permit. STAKES FILTERED �� II WATER STRAW BALES STAKED etc., are cleaned out and working properly at time of 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 COMPACTED SOIL STAKED 5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management" from the State of Florida extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation (FDER), Chapter 6. RUNOFF WATER W/SEDIMENTS TO PREVENT PIPING STRAW BALE FILTERED structure. Hardware cloth or comparable wire mesh with 1/2- 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 .-A 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction. VA WE as indicated on detail. The depth of stone shall be at I ' least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed, fertilized, mulched and a _ _ = "::: 4: Q ' shall extend beyond the inlet opening at least 18 inches on maintained until a permanent vegetative cover is established. BURIED BURLAP FABRIC :.q:::.p,•; I I I� I II I I-'"' I " I Q: a.•; DROP INLET all sides. 27. Sod shall be placed in areas which may require immediate .a.:.. ii .a.. W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and no longer adequately performs its function, the stones must be maintained. SPECIFIC APPLICATION pulled away from the inlet, cleaned and replaced. 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 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. (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. RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. o29. RELATIVELY FLAT AREA ( SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND Dewatering pumps shall not exceed the capacity of that which 9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St. Johns River 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. 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 trench shall be excavated around the inlet and width of a bale screens, hay bales and grassing. All fill slopes 4H:1 V or to a minimum depth 4 inches. After the bales AP DROP INLET NT FILTER STRAW B OP TER of a are staked, steeper to receive staked solid sod. the excavated soil shall be backfilled and compacted against LOW the filter barrier. 31. All dewatering, erosion, and sediment control to remain in place FLOW �a\ ---- �---- �-� after completion of construction and be removed only when 11. Each bale shall be securely anchored and held in by at have been �� 0� i�/�� _ - -_ place areas stabilized. least two stakes or rebars driven through the bale. ��\� ��,•°��' % y' ' 1� = 4' . t_ 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 9 P q P 1 from entering between bales. responsible for meeting all applicable rules, regulations and water quality guidelines and may need to install additional 13. Close FLOW attention shall be paid to the repair of damaged bales, controls. end runs and undercutting beneath bales. FLOW/ \�\ - _ ` ..� = x -* 33. All excavations and earthwork shall be done in to a manner • _ _ _ ---�. ' 14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be _ _ accomplished promptly. controlled and rerouted through hay filters, siltation diapers and sumps. The Contractor shall be responsible for the 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' 16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment _ RUNOFF WATER W/SEDIMENTS FILTERED WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by the existing grade, prepared and seeded. raising channel bottoms and/or clogging outfall culverts. MAX. SL I I I I- •�... ..(.._I :: w : > 17. Silt fences, straw bale barriers and filter barriers shall be inspected 35. The Contractor shall a for an water quality control p pay y q y 3:1 - ..: .: .�• • _ -1 i I-- - _ _ III-�-III immediately after each rainfall and at least daily during prolonged violations from any agency that results in fines being y = - -I 11 LI -III ' rainfall. Any required repairs shall be made immediately. assessed to the owner because of the Contractor's failure to = STORM WATER WITH - EEP ' I I -1 I-•: •• ••� eliminate turbid runoff from leaving the site and raising 18. Should the fabric on a silt fence filter barrier decompose background levels. LARGER PARTICLES FOR LARGER PARTICLES 'R>.:q or REMOVED -I : EWATERI SETTLE OUT or become ineffective prior to the end of the expected usable DRAIN INLET life and the barrier still be necessary, the fabric shall be y 36. The Contractor is responsible for obtaining all necessary permits, - ., . _ - _ - SPECIFIC APPLICATION replaced promptly. including any applicable NPDES permits. HIL-III=111�T 19. Any sediment deposits remaining in place after the silt fence THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed toconform with the existing grade, prepared and seeded. SPECIFIC APPLICATION PERMANENT SEEDING, TO PROTECT THE INLET FROM SEDIMENT AND MULCH 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 WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. Permit for certain Stromwater discharges. This NPDES program requires that if the magitude of construction sctivities covered by the general permit are above certain thresholds, then a Storm Water Pollution Prevention PLan (SWPPP) is required. Also involved are certain certification, notification, inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992 & titled "Storm Water ate 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 �//'� `, EXCAVATED' ATED OP T T TRAP / s0D VI- �INN T SEDIWNT 'E and maintain the required documentation in compliance with the EPA guidelines and criteria. TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserine.com Florida Certificate of Authorization Number: 00004050 DATE : DECEMBER 23, 2015 PFRO.ECT NO.: 114001.01 DESIGNED BY J B D DRAWN By: DPT SCALE : AS NOTED THIS DRAWSKi NOT RSSAM FOR OONSTF i710N UNUM 80 NOTED ABOVE SHEET TIITL.E EROSION AND SEDIMENT CONTROL DETAILS ' 7- \.1\ C \C F_ ^n, C7.0 Na 626/`3 S H E E T a I LO O N M CV U N 0 v� 3 FV) - W W 0 0 Z Q U) W O Z A t wj S T 0 R M W A T E R CITY'S REQUIREMENTS SITE DESCRIPTION NAME AND LOCATION: NAME AND ADDRESS: NL DISTURBING ACTIVITIES WILL INCLUDE: FARING AND GRUBBING: EARTHWORK, PAVEMENT AND GRADING, CORM SEVER, UTILITIES, AND PREPARATION FOR FINAL PLANTING ND SEEDING. NOFF CURVE NUMBERS: PRE -CONSTRUCTION - - DURING CONSTRUCTION - - POST -CONSTRUCTION - LS: SEE SOIL BORING REPORT FOR SOILS DATA MAPS: SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS. WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES. AND TURBIDITY BARRIERS SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. E AREA: TOTAL AREA OF SITE Ac. TOTAL AREA TO BE DISTURBED - Ac. IE OF RECEIVING WATERS: THS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLIIIICEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY T INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STA TE AND LOCAL LAWS. REFER TO 'CONTRACTORS RESPONSIBILITY FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORM WATER MANAGEMENT TORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) COABMS4 FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF _ ACRES WILL HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A _ DAY M1141MUM RESIDENCE VOLUME THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. TIMING OF CONTROLS/MEASURES GRTO " CONTRACTORS RESPONSIBILITY' FOR THE TIMING OF TROL/MEASURES. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. D.E.R. DREDGE/FILL PERMIT M C.O.E. DREDGE/FILL PERMIT # S.J.R.W.M.D. M.S.S.W. PERMIT A 'OLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL AT�1'ACHMEN7S WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN AC )ORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE B T OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE I A AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE IN ORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KN, WING VIOLATIONS. P R E V E N T 1 0 N SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR SEQUENCE OF MAJOR ACTIVITIES: CONTRACTOR'S REQUIREMENTS GENERAL THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL THE GROUND. EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. 1. INSTALL STABILIZED S. INSTALL UTILITIES, STORM SEWER, THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION WASTE DISPOSAL CONSTRUCTION ENTRANCE CURBS & GUTTER. STABIUZA11ON WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPIUNG MATERIAL: NO EXCAVATED MATERIAL SHALL BE Z INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BALES AS REQUIRED 11. COMPLETE GRADING AND BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY. SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE BASIN 12 COMPLETE FINAL PAVING MUST BE REMOVED UPON FINAL STABILIZATION. THE SYSTEM INTO OPERATION. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR SEQUENCE OF MAJOR ACTIVITIES: EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED to ACa:s. * SILT FENCE WALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS THE GROUND. EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF RESEALABLE. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF SEDIMENTS. OF THE JOB, WHICHEVER COMES FIRST. 1. INSTALL STABILIZED S. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL CONSTRUCTION ENTRANCE CURBS & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE Z INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT *TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM WASTE MATERIALS BALES AS REQUIRED 11. COMPLETE GRADING AND * A MAINTENANCE INSPECTION REPORT WALL BE MADE AFTER EACH RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THE INSPECTOR IS ATTACHED. THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE BASIN 12 COMPLETE FINAL PAVING 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE BASIN SEDIMENT FROM BASINS AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL 56 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 GRUBBING ACTIVITY IS COMPLETE AND THE WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE 8. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY MAINTENANCE REPORT. LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH B ABOVE THE DAY -TODAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR B. STABILIZE DENUDED AREAS AND AS REQUIRED WORKING ORDER' SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES SEEING THAT THESE PROCEDURES ARE FOLLOWED. STOCKPILES AS SOON AS NON -STORM WATER DISCHARGES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED PRACTICABLE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. DISCHARGES WILL OCCUR FROM THE SITE DURING THE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. CONSTRUCTION PERIOD: SPILL CONTROL PRACTICES HAZARDOUS WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT 10. TEMPORARY GRASSING THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TIMING OF CONTROLS MEASURES SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CLEANUP: GROWING MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE FOR PERMANENT GASSING IN THE CONTRACT SPECIFICATIONS. MANAGES DAY -TODAY SITE OPERATIONSAALL BE RESPONSIBLE FOR AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, SEEING THAT THESE PRACTICES ARE FOLLOWED. BASIN WALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REG RASSING : IF, AFTER 14 DAYS FROM SEEDING, THE AS PART OF THIS CERTIFICATION. OTHER PORTIONS OF THE SITE. STABIUZA71ON MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE 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 CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL AREA, THAT AREA WALL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12 MAINTENANCE ALL FEATURES OF THE PROJECT DESIGNED AND ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED WRING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE TRACKING 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 PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT 13. PERMANENT EROSION CONTROL, THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS CONTROLS THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A CAUSED IT. AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION ANDTARPAULIN. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE �wy PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4.1 SHALL BE SEEDED AND MULCHED THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY -TODAY SITE TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE A OR SODDED. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN OPERATIONS, WALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE TEMPORARY DIVERSION DIKES MAY BE ❑ Concrete ❑ Fertilizers ❑ Wood MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. [3 Asphalt ❑Petroleum Based Products Masonry Blocks REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914, TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials SITE BY THE REGULATORY AGENCIES. 2 TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ❑ Detergents ❑ Paints ❑ Metal Studs AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF ® ❑ EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA. STABILIZATION PRAC710ES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER SPILL PREVENTION PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DIKE: DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES FOLLOWING LIMITATIONS: A. BLOCK & GAVEL SEDIMENT FILTER - THIS PROTECTION IS A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL S. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. THE STRUCTURE REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. CURB INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OF A C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE AGAINST WASHOUT. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO REFER 10 CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP DO THE JOB. BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SEDIMENT TRAP. LOCATION, MATERIAL & USAGE. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY THE INLET DRAINS A RELATIVELY FLAT AREA (S < 571) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A 2 FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD ROOF OR OTHER ENCLOSURE DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A MEEK AND 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 REFER TO CITY STANDARD DETAIL 0-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION RECOMMENDED BY THE MANUFACTURER. OF THE FILTER FABRIC BARRIER. & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE & BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE DISPOSING OF THE CONTAINER. ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED. FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE REPORT. PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRAC710E SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF * THE S17E SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL N O T E S HAZARDOUS PRODUCTS * SILT FENCE WALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE HAZARDOUS MATERIALS. POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED. THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, WHICHEVER COMES FIRST. CONTAIN IMPORTANT PRODUCT INFORMATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED. AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. *TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WALL BE MADE AFTER EACH THE FOLLOWING PRODUCT SPECIFIC PRACTICES WALL BE FOLLOWED ONSITE: INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. PETROLEUM PRODUCTS THE REPORTS WALL BE KEPT ON SITE DURING CONSTRUCTION AND ALL ONSITE VEHICLES WALL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND 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 CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WALL WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND BE WORKED INTO THE SOIL 70 LIMIT EXPOSURE TO STORM WATER. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND STORAGE WALL BE IN A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE SEALABLE PLASTIC BIN TO AVOID SPILLS. RESPONSIBILITIES WALL RECEIVE TRAINING FROM THE SITE. PAINTS SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE ALL CONTAINERS WALL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER' STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. NON -STORM WATER DISCHARGES CONCRETE TRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. CONSTRUCTION PERIOD: SPILL CONTROL PRACTICES * WATER FROM WATER UNE FLUSHING IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVA710N� CLEANUP: ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE. CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION SUPPLIES. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WALL BE KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WALL DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH GLOVES, GOGGLES. LIQUID ABSORBENT (La. KITTY UTTER OR EQUAL). INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY AS PART OF THIS CERTIFICATION. FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WALL BE KEPT WELL VENTILATED AND PERSONNEL WALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF THE SIZE OF THE SPILL THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT. AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. �wy THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY -TODAY SITE A OPERATIONS, WALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER ONSITE ig MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE m USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME a WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A MEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. w PROSSER Tu 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 a DATE : DECEMBER 23, 2015 pR EC NQ : 114001.01 DE81dNED BY : J B D DRAWN By: DPT ts.... r _ AC MATcn THIS DRAWN© NOT FELEASM FOR 0ONBTRUCT10N Ur"E88 80 NOTED ABOVE sHmT TITLE STORMWATER POLLUTION PREVENTION PLAN `gtq.i611191811'E9gt1f1i,t I- °' 62576 A t C8.0 � 70""' ftft- jt 1 8 H E E T d - N_ I 0 cv rri N V Q) 3 (!1 W W Z Q W O Z O O O r i Z w ty ry C) 0 Q U U Q W M Lj LoJ ir J LL -W O O M J Z m O O U f1 ® O U ® O I- m Z W m W w ® � jr U `$ a Q Z LL - 0 O Z U 1- O \ N J Q Q 0 \ WW w a p W Z a ® Z Q W Z m Q Q w J m F \ U Z W Y Z Q ® (n ® a m z v z V) a Q U O p iLL- LL w 0 LL w �' W m a m W OG fY F= LU Z ( Z a - W W Z m Z m w o < OIL O LL 0 U o-• cwaac� oo� ( L LL woz oQ w = o I ® J O O O U I = 3 Lai v z L C0 J O O � � U Z Q M W � 3 Q O ® W � N Y N Z Q O � Z Q Q Z Z_ W O m � Z U O Oa.. a � O J W r• Q Y � O � _ w O N � Q O lil a J � U O 6�- W U Z Q Z W 3 � LL. 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M 0 r I LO 0 CV N U 0 (r 3 LO L L r- 0 LO O / V) M O LIQ O 04 -o 0 U O 41 14k METAL TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE 2'X4. 1S' WOOD PAD SECURED W/ METAL STRAPS 1113 NOT PENETRATE NAILS INTO RUNCK 2'X4' WOOD BRACE NAILED TO PAD A 0 STAKE (3 EA. PALM) 3MU CH BE PLACED 1' BELOW GRADE 3' rEMPORARY BERM 2'X 'X30' WOOD STAKE 12' A3 SAND/COMPOST MIXTURE COMPACTED EXIST. SOIL -BACKFILL METAL TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS erre Orn WITH TWIN 'X18' WOOD PAD SECURED iL STRAPS - PENETRATE NAILS JNK ]OD BRACE NAILED TO TOP OF ROOTBALL 2' STAKE (3 EA. PALMS ABOVE BACKFILL 3RARY BERM 3' MULCH TO BE PLACED 1' BELOW GRADE 2'X4'X30' WOOD STAKE 12' SOD. MIX 18' YARD SAND EDGE OF TREE PIT COMPACTED BACKFILL PALM TREE PLANTING DETAIL NOT TO SCALE SYSTEM -1 ® 2X2 PDE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE ONE ON EACH SIDE OF ROOTBALL (I OR 2 PER TREE) INGLE OR MULTI -TRUNKED TREE ,----WATER BAG IF NO AUTOMATIC IRRIGATION F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ROOTBALL TEMP. MULCH DAM 3/4' STRAP THROUGH 3/4' WRALL NYLON STRING, STRAPS, & PLASTIC WRAP TRTRUNK OOTBAL (NO SOIL) CINCH BUCKLE TENSIONED EE OOD SCREW TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO PTIONAL TEMP. MULCH DAM (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) AROUND ROOTBAL (NO SOIL) :KPILED LIMEROCK FREE TOPSOIL) TOP OF ROOTBALL 2' 3' MULCH ABOVE BACKFILL SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND LIMEROCK-FREE SOIL OR OR STOCKPILED LIMEROCK FREE TOPSOIL) iAND (COMPACTED) r .Y SPACED VERTICAL SPLICES €€ XISTING LIMEROCK-FREE SOIL OR ALL IS CONTAINER GROWN R =' YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES 3/4' WIDE POLYESTER STRAP ; IF ROOTBALL IS CONTAINER GROWN SYST°M2 VIIE POLYESTER STRAP WITH BLACK PLASTIC 2X2 PINE OR STEEL U -CHANNEL FENCE OGCio�LS AM� ROSOR METAL TOGGLE - 2 OR POST ANCHOR STAKE (ONE ON EACH SIDE OF a oR 2 PER TREo 4 PER TREE w ROOTBALL (ANCHOR SYSTEM 1) (ANCHOR SYSTEM 2) I BED WIDTH VAROCS (TYM � IMML K"00 BALL no" VIOTH Yffin MM -4 SHRUB PLANTING DETAIL TREE PLANTING DETAIL NOT TO SCALE PLANTING N NOT TO SCALE i 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 NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON -SHADE TREES SOD PASPALUM NOTAITUM "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 SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL *PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) !µ GATE STATION ATLANTIC BEACH - PLANT LIST QTY SYM determine is substitution of materials is necessary. 18. Plant material soil shall be "native" soil that was removed from the DESCRIPTION SIZE SPACING NOTES* SALT TOLERANCE 6 Q QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 14'-16' x 7-8, 4" CAL., 6' CT., MATCHED AS SHOWN N, FYN, FF, WW HIGH 3 0 LI LAGERSTROMEIAI INDICA -NATCHEZ CRAPE MYRTLE" 10'-12' X 6', 3 TRK ® 2" EA., 4' CT, MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM 3 0 TA TAXODIUM ASCJENDENS "POND CYPRESS" 14'-16' x 7-9', 4" CAL., 6' CT, MATCHED AS SHOWN N, FYN, FF, WW MEDIUM 4 ® UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM 23laxSP densely foliated when in leaf. They shall be free of disease, SABAL PALMETTO "CABBAGE PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, FYN, FF, WW HIGH 5 (D LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' x 10', 3 TRK, 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE HIGH 181 O LJ LIGUSTRUM JAPIONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH 73 O PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH 55 19+ IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16" x 16", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 42 0 PM PODOCARPUS MIACROPHYLLUS "JAPANESE YEW" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW MEDIUM 68 0 ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 37 Q FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM 34 • + JP JUNIPERUS CHINENSIS "PARSONII JUNIPER" 16" x 18", FULL, MATCHED 30" OC. FYN, FF, WW MEDIUM NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON -SHADE TREES SOD PASPALUM NOTAITUM "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 SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL *PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) !µ LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. r determine is substitution of materials is necessary. 18. Plant material soil shall be "native" soil that was removed from the SHRUBS REQ'D 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 landscape (especially the parking lot islands) for pH, available as replacement after contaminated soil has been completely removed from C nutrients, phosphorus content, bulk density, etc. This will serve soil planting area. INTERIOR VUA to ensure proper plant selection according to prevailin 19. After sodding is completed, the entire side areas shall be watered by l conditions, what lime/sulphur applications are needed (if any) hand or irrigation system each day for two weeks. After approximately one and long-term survival of plant material month of installation, sodded areas shall then be top dressed with a 15-0-15 �U 3. All plant material shall be Florida Grade No. 1 or better commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square 106 nursery grown in accordance to Florida Grades and Standards feet of area in an evenly broad -case pattern. handbook. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading 4. All plant material shall be container grown or B&B. B&B preparation for planting. Apply pre -emergent to all beds prior to planting. STREET FRONTAGE materials shall be "hardened off" root pruned during field 21. Rough grades will be established by the owners general i production and shall be dug at least several weeks before contractor at approximately 3 inches below curbs, sidewalks, planting is performed. hardscape amenities, mowing strips and abutments. All materials m rnshall --A 5. Plants shall be sound, healthy and vigorous, well branched and be a minumim 30 from buildings or walks. densely foliated when in leaf. They shall be free of disease, 22. CONTRACTOR shall coordinate construction of planting areas - > insects, eggs or larvae and shall have healthy, well developed root with installation of irrigation system. O Z --I systems. They shall be free from physical damage or adverse 23. Where seeding may be required on the plans, germination rate -�shall D conditions that would prevent thriving growth. be the maximum percentage required for the variety specified C)at 6. All plants shall conform to the varieties indicated in the the rate of application specified. M plant list. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding 7. Substitution of plant materials will not be permitted unless shall be freshly cut in squares one foot wide by two feet long. I authorized in writing by the LANDSCAPE ARCHITECT. If proof is Sod shall be healthy, free of insects and weeds, in naturally flourishing 77 LF submitted that any plant specified in not obtainable, a proposal conditions. Dry, brown and unfresh sod will be rejected. 2 / 1 will be considered for use of the nearest equivalent size or 25. Sod shall be laid end to end and side to side in a staggered 77 x .75 = 58/3 variety with corresponding adjustment of contract price. line to form a uniform layer. All uneven edges shall be squarely 8. Plant material locations and bed outlines shall be staked or trimmed to allow close and firm fitting of each piece. 19+ flagged on site by the CONTRACTOR and shall be adjusted if required 26. After sodding is completed, the entire sod areas shall be to fit actual as -built conditions on site and approved by the owner watered by hand or irrigation system each day for two weeks, w or owners representative. Sodded areas shall then be top dressed with a commercial fertilizer >_ 9. All proposed tree planting locations shall be staked or flagged as directed herein at the rate of 12 pounds per 1000 square feet of before installation by the LANDSCAPE ARCHITECT and approved by the area in an evenly broad case pattern. 0 owner or owners representative. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining z _ 10. The CONTRACTOR shall estimate the depth of the planting hole all plant material on site during and before planting, until the Q o by measuring the distance between the point where the topmost root work in accepted by the LANDSCAPE ARCHITECT and/or owner. _J . emerges from the trunk and the bottom of the root ball. The planting The LANDSCAPE CONTRACTOR is responsible for removing tree stakes 50 hole shall be slightly shallower than this distance. No more than 2 to 3 after tree is established. Cn 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 poorly drained. Poorly drained soil requires planting depths even or be healthy plants and in flourishing condition of active growth for TOTAL higher. Planting holes dug too deep are required to have soil added to ninety (90) days from final inspection and acceptance. All trees 11583 the bottom and loosely compacted. If planting holes should fill with shall be guaranteed an additional one year from final inspection 354 water as it is dug, 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 have the right to reject any and all work which in his opinion does be used for compacted soil and wet sites. not meet with the requirements of the specifications at any stage \ 11. The soil shall be freshly tilled and large clods of soil broken up. The of the project operation. growing medium shall be settled and firm at the time of herbicide 30. In general, the work shall proceed as rapidly as the site application. Herbicides may be mechanically incorporated by mixing into becomes available. Keep all areas of work clean, neat, and orderly top layer at a depth of 1-3 inches. at all times. 12. All backfill around plant material shall be worked firmly by slicing 31. There will be special care to all existing trees to be a shovel down into the backfill 20 to 30 times around the tree as you retained on site to avoid construction damage. add backfill soil. Large clumps shall be broken up. Do not pack the 32. An automatic irrigation system is to be provided and backfill. Only step firmly on backfill soil to stabilize the root ball. The a shop drawing of the layout and 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 trees) or approximately 10% above grade. Do not over -pack the loosened and approval, prior to installation. soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. 33. Irrigation system shall be fully automatic, providing 100% 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. 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 13. LANDSCAPE CONTRACTOR shall bear final responsibility for or impacts. Shrub risers shall be minimum 2.5' from eop and proper surface drainage of planted areas. Any discrepancy in the all heads minimum 2' from buildings. drawings, obstruction on the site, or prior to work done by any 35. A double check backflow prevention (or approved equal); equal other party, which the CONTRACTOR feels precludes establishing to a DCA -100; to be mounted in a rectangular valve box (12"x 10") proper drainage shall be brought to the attention of the LANDSCAPE on the service side of the meter and immediately adjacent to the ARCHITECT for correction or relief of said responsibility. water meter. 14. When planting on slopes, set tree so top -most root in the ball on 36. After the landscape plan is approved by the governmental the uphill side is even with the soil. The side of the root ball on the agency any subsequent changes must be resubmitted downhill side will be well above the surrounding soil. Soil shall cover the for review and approval. sides of the root ball. Mulch shall cover the edge of the rootball and not 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. piled on top. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. 15. Planting beds shall be cut or edged to form a uniform clean Sod all 4:1 or greater slopes. Seed all other disturbed areas. line between beds and lawn areas. 16 Aft 11 1 t t° I° 1 t b d h b t 11 d d er a p an ma ena in a p an a area as een ens a e an approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. GATE STATION AT ATLANTIC BEACH - LANDSCAPE REQUIREMENTS PROPERTY FRONTAGE/ AREA GREEN AREA REQUIRED SF GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D SHRUBS REQ'D SHRUBS PROV'D INTERIOR VUA 37,987 SF 3798 4051 10 / 5 3798 x .25 = 950/9 106 106+ STREET FRONTAGE NORTH 223 LF 2230 2444 5 / 3 223 x .75 = 169/3 56 56+ SOUTH 225 LF 2250 2608 5 / 3 223 x .75 = 169/3 56 56+ EAST 77 LF 770 989 2 / 1 77 x .75 = 58/3 19 19+ ADJACENT PROPERTY WEST 200 LF 1000 1491 4 / 2 200 x .75 = 150/3 50 50+ TOTAL 10048 11583 26 / 14 287 354 PARKING TABLE USE REQUIRED PROVIDED AUTO SERVICE STATION 16 1 400sf RESTAURANT 190/4 SEATS ON -STREET PARKING TABLE EXISTING TOTAL 11 ��J *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN IS SUBJECT TO A DECISION IN CASE NO. 16 -2014 -CA -7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE NUMBER OF PARKING SPACES TO WHICH ATLANTIC BEACH DINER IS ENTITLED UNDER ITS LEASE, AND IS SUBJECT TO MODIFICATION IF REQUIRED BY THAT DECISION. NOTE: ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, POLES, ETC., IN RIGHT-OF-WAY EASEMENT. CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS 48 HOURS BE- G% YOU DIG CALL SUNSHINE 40 1-800-432-4770 30 0 15 30 1r8773EL4WJNR0Al2A SII rW1%% mew 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 AUTOMOBILE SERVICE STATION' WITH MINOR AUTOMOTIVE � SERVICE DATE : OCTOBER 12, 2015 PROJECT NO. 114001.01/ 30715 DESIGNED BY JOW DRAWN BY- JOW SCALE : 1:30 No. Date Revision 1 10-12-15 SITE DEVELOPMENT PLAN 2 12-16-15 ZONING REVIEW COMMENTS 7 i THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE LANDSCAPE PLAN $atm too r JANET 0 WHITMILL RLA LA00001289 S H E E T DATE: 12.21.2015------- STURDIVANT AVENUE (50' ROW) 7 U. 2 '0 - I - -1 * +T -'0- - t= (J.1 -"o- -1 -"o 71 5. 1 `67 1 5.1 0.1 .1 O -r 0-T, -T .1 E) +1.1 +1.8 +2 +2 . . ...... . . . .. ............. . . ............... .... . . - + . . . ............ . .. +3.5 6 6 P 3.6 il P '0 0 + ........... +5.7 +4.7 +3. . . .............. � ?_1 �' .0 ,--2.4 +3.7 +5.8 2.3 9 SWIMF 0.12Ac 7 i 0.0 + 3. 0 '4.3 +3.4 '2.7 +1. 3.1 2.2 jN 6 b.o + + +2.8 +1.8 +1.3 + 1.7 +3.2 +4.1 +5.9: GATE PETROLEUM .0 RETAIL SALES P + + + 1.3 +1.9 +2.7 5 '2;0....- . 1*1 ---- -+2,-;-3 2.1 +2.1 1.9 6,400 S.F. tb.0 + + + ++7+ 4. +11 11 +7.4 +1 f.8 +10.0 4�5 +1.7 +2.1 +3. 2.0 1. 6 P.7 1.8 +1.4 +1.6 3.01 2 3.5/ + + +3.9 +1.7 +0 0 2.0 +1.6 +2.4 4.5 6` 0. 7 1.0 N, 1.8 + + + + 3.0'1 + 3' +2.8 +1.5 +1.4 + + 3.8 5. 0' 5.0 .8 6� 10.1 + + ............. -.== +1.2 +1.9 +3.1 +3.7 +3.2 +2.6 +1.6 +0.8 +0.5 +0.2 +0.1 +1.6 +-.3 ------- �2-6 1 . ......... 3.0 +5 T 3.3 .4 . .......... i.- + + +i + r2 + + + +0. --+ + +5.3 +8 +5.1 +3.1 2.4 +2.4 +2.4 +1.9 +1. 2---+ +9.3 8.2 6.7 . .......... + 41 + + P..8 ........ . . 0-4, 2.5 +1.6 5.3� 9.1 7.2 5.l2 2�.7 1 7 .5 .49 +7.0;;: 6.1 .3 .. . ....... .. 1 j b,� W 1106 + + +7.4 +11.1 +14.3 +8.2 +7.5 +5.8 +3.7 +2.6 011 + + + + + + IlK 11"N- r I F , ' ` > + + + +6.3 +10.: + + + + + U 3.7 2.5 13i1 6. 9� 4,8.7 i 4.6 13.E +7.7. 2 .6 P P P'P'P b. 1 + 0 + + + . . 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SITE PHOTOMETRIC PLAN o 20' 40' 66"Nyl�� 1 SCALE: 1 20'-0"20' GENERAL NOTES: 1. NOTE THAT THE LIGHT LEVELS INDICATED ALONG STURDIVANT AVENUE ARE AS REQUIRED BY THE CITY OF ATLANTIC BEACH. 1211812015 3:02:42 PM, Simes & Rosch, LLC SITE BOUNDARY FLORIDA ENERGY CODE EXTERIOR LIGHTING DATA EXTERIOR UNCOVERED PAVED AREA: 43,765 S.F. UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED) TOTAL SITE W/SF: 0.057 W/SIF (ACTUAL) SALES CANOPY AREA: 5,928 S. F. SALES CANOPY WATTAGE: 3,556W (ALLOWED) SALES CANOPY WATTAGE: 3,46OW (ACTUAL) FBC BASELINE FOR ZONE 2: 0.60 W/SF (ALLOWED) TOTAL CANOPY W/SF: 0.58 W/SF (ACTUAL) TM PROSSER ; Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION WITH MINOR AUTOMOTIVE SERVICE DATE OCTOBER 12, 2015 PRO IECT No.: 114001.01 DESK By: DWS DRAWN By : J LS SCALE: AS NOTED Nm Date RevWw 1 10-12-15 SITE DEVELOPMENT PLAN Digitally signed by David W Simes DN: c=US, o=ldenT ust pP��GENSFFsEN ACES Business N o. 5124 Representative, ou=SIMES AND RO3CH �OAO LLC, cn=David W Si -nes, ' E �F Z 0.9.2342.19200300. 100. 0 R 1.1=AO109800000014C '/ONAL C3F9DD99000122E5 wO Date: 2015.12.18 15:37:19 -05'00' DATE SITE PHOTOMETRIC PLAN SL -1.0 8 H E E T