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535 Atlantic Blvd. - gate civil & site plans V V TA %n,,; N W / M1 %nwo; AU M TIV RVI @ ATLANTI A N A BLVD RE 170672�0100 A 'LANTIC BLVD RE 170684�0000 VV . ......... j Uj 0 'M tic LU ........... Atlantic Blvd, A� am LU F) OJ R _ECT, .................. ......... Sea( �jateive__ LOCATION e� ...... ................. CL Blvd Beach A _�j 0 04 0 VICINITY MAP Ja -0 NTS LL_ CL cr) V_ 0) Ld 0 DRAWING INDEX C) PROSSER7m COVER SHEET Community-Management- Energy-Relationships SURVEY C11.0 GENERAL NOTES C2.0 EXIST. CONDITIONS/DEMOLITION PLAN C3.0 SITE LAYOUT PLAN Cn 13901 Mon Park Dd" Sad, Sub 2W C4.0 PAVING, GRADING AND DRAINAGE PLAN z C4.1 CANOPY GRADING AND JOINT SPACING PLAN U) Ld w Jad(sonville, Flodda 322244M C5.0 UTILITY PLAN D C6.1—C6.3 GRADING AND DRAINAGE DETAILS CD C7.0 EROSION AND SEDIMENT CONTROL DETAILS p-904.739.3655 f*904.730.3413 e*1nfo0pazAa11kk=n C8.0 STORMWATER POLLUTION PREVENTION PLAN r) C9.0 STORMWATER POLLUTION PREVENTION PLAN 21 < —CONTRACTORS CERTIFICATION Fla. Cerfifimte of Authodzafion NO.: 00004050 C.) NOT A PROSSER WORK PRODUCT < LANDSCAPE PLAN M SL-1.0 PHOTOMETRIC PLAN E 0 ca ISSUED: OCTOBER 12, 2015 z ENGINE��,RF ,J��CORD: _j < _N No. Date Revision �L#62576 @ Name:J.Bradford E w 6 1 10-12-15 CITY OF ATLANTIC BEACH 0 1'�o.6257 2 12-23-15 COAB/ FDOT/ SJRWMD E OF S-TPT §jaoature: D a t a 6 3 02-05-16 COAB 0 OFFICE COPY Prosser No. 114001.01 GATE PETROLEUM AUTOMOTI E SE ICE S T1 N TO 0 S C C CH 541 Al L NTIC 535 T 501 ATLANTIC BLVD RE# 170678 UA'� o Showing a Map Boundary Survey LOTS 788 THROUGH 799 AND 803 THROUGH 809, INCLUSIVE, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY LSREF2 CHALK REO, LLC STUFRDIVANT AVENUE (50. R/w) A HALT CONIC FLUME ASPHALT SP V FND 112r- IP Ce CONC DRIVE CONC DRIVE 351V Slu; NO ID CONC DRIVE S89*24'20"W 0.67' S 349.85' 7-6 —7q 16.0' wu 49.5' FND 1/2 IP (A) 21.2 1,3j0' 15.9' *LB 3672* -0 1—-"' U '\" CONC Ah SLY R/W LINE S89*24'20"W 9 _37.5' 44.9" 55.0' 725.8' FND 1/2" REBAR 49.72' (A) 50.28! (A) 49.73 50.00 150.11W QP TO IP) NO ID 6!W GAIE ASPHALT 50' (P) 50' (P) SET 1/2- P 1.4' S 50' (P) CONC TRAINSFORMERPAD -CLARY ASSOC- DUMPSTER L FND 1/2- IP AREA 3: 'DURDEN LB 048* 10' EASEMENT FOR 0.03: W DRAINAGE & UnUTIES 0.25 N CONC A/C P O.R.B. 4513, PG. 364 6 F [48.11 59.8' r GRASS -OVER Ic HANG �CON CONC C 0 mql[i_11 F- [100.8'] CONC A/C OBERGLASS A/C PAD __LASTIC A/C PAD 141.2! L ASPH PAD-J I 'ONC A/C PAD IL U) Uj 2 < < 00 N __ �13 0 13 ro 0. 804 8 0 6 11 807 808 z 00 4 805 w 7�1 C� 800 801 0 8 2 C.14 08 0 0; 0 0 cn (n C'l z 1 AND 2 STORY BLOCK d =1 AND STUCCO BUILDING ASPHALT z W LIJ CL M WA� LL]Cf)N I OONC BLOCK 0.<00 Lo fy 6.6' W w 43.9' ��0.4' ................98�' z 4' CLIF 44.30 3 ...................................... SECOND STORY COVERED WALKWAY.]COVERED CONC WALK BELOW _7___ 15 6.7'........ ..... ——— ——--- 49.87' (A)4! N89*24'46"E V CLF N89*24'46"E 100.00'1(P&A) Ni9 W�� V CLF ASPHALT ow (P -4- > 50' 0.5' W 50.00' P&A) 0-4� S 'w W 0 _j 6' VINYL < LO FENCE > j2z' a, 0.6' E < 0, 1 i2 0- Uj IL M 6.70 U Ld 0-2 W Ld rz a-a : X W Lj(n Clj 6' WBF ct W(n 04 <00 LU W C*4 O�<00 WC6 a_<OD LU6 34.3' (vn) -4 .41 <0 Uj U) 0 1, 6 W88 V) 6' WBF-.,,. GATE - CL 2! Lo < 0,-8 ASPHALT U) < 0 Q14 0) C F E!:� ASPHALT >.Z U<) 0.6' E LLJ to .60 01 La ,, n w U_ of(Cnn 797 , 798 "99 00 < .04 Z. ij 1:4 1`0 C; 79d- §793 764 7 e9 6 I C4 !0 - < CONC '788 789 784, 1 785 LO 786 _j 7 781 0) (n (n 8 L)C; 790 1 STORY STUCCOi '78("", ')"",8,�;2 783 0 Etl CON AND WOOD FRAMI 00 0;- Z c 0 LLJ 0 0) LLI cn Lj V) Cn "Al 0 -:� 1 0 LL_ I z ----------- 9.1 LLI 011ro [1.9.] OW 32.5' LLJ V) 110i 2 STORY STUCCO 't AND WOOD FRAME 0 10 0 V) Ll 'N -6' VINYL i1r) FENCE 0.8' E COVERED!CONC GATE 7 49.0 I CONC ASPHALT I CURB z 46 1 ASPHALT CD 06 2.3' N89*25'12"E 189.7' q.:2r! P&A) JL N89*25'12*E 50.00' (P&A) 50.00' �P&A) k 7.4! 1 0 A WLY R/W LINE ASS 00360- (P) N89'25'12"E 100-00' —FND 1/2- IR N89*25'12"E __GR 3 ------------r--, NO CONC WALK CONC DRIVE CONIC WALK CONC DRIVE CONC WALK CONC DRIVE CONC WALK X_ CONC DRIVE - 1-11 -1,11,1111, .-I'll , __ —11-----" -1, CONC Wj rol cm ,"j, BGV- wu D"U— . . .... B 91 romn CURB Cm ASPHALT ASPHALT ATLANTIC BOULEVAFRD (1 05' FR/W) FIRST AMERICAN TITLE INSURANCE COMPANY LEGEND GRAPHIC SCALE FILE NUMBER 2080-3202172 R/W = RIGHT OF WAY P.B. = PLAT BOOK 20 0 10 20 40 EFFECTIVE DATE: JULY 10, 2014 IP = IRON PIPE SCHEDULE B — SECTION 2 IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE IN FEET EXCEPTION RECORDED DESCRIPTION COMMENTS GENERAL NOTES OHU = OVERHEAD UTILITY 1 inch 20 ft. NUMBER DOCUMENT 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF FND = FOUND 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT DOES NOT AFFECT ATLANTIC BOULEVARD AS N89*25*12"E PER STATE PLANE COORDINATE SYSTEM, WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER BLANKETS LOTS 789. 790, 793, 794, 798, 803, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. BGV = BELOW GROUND VAULT 805. 807, 808 & 809; W PERPETUAL EASEMENT FOC = FIBER OPTIC CABLE ON LOTS 789, 790, 793, 794, 798, 808 & 809 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. CB = CATCH BASIN SHOWN HEREON 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE A = ACTUAL 10 O.R.B. 347Z PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT GROUND. BELOW GROUND IMPROVEMENTS/STRUCTU RES, IF ANY, ARE NOT P = PLAT OFFICE COPY FROM LOTS 803, 805 & 807 SHOWN OR LOCATED. f:R = MAILBOX m = GUARD POST SHOWN ON LOTS 805 & 806 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE LIGHT POLE 13 PLAT BOO 10. PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKETS SITE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD �5 SANITARY SEWER MANHOLE 14 O.R.B. 1336Z PG. 1476 ASSIGNMENT BLANKETS STE INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3. 2013. [103-81 PERPENDICULAR BUILDING TIE HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 0 NUMBER OF REGULAR PARKING SPACES HANDICAP PARKING SPACE REMSION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. SIGN 0) UTILIZE THE GRAPHIC SCALE AS SHOWN. 0 CLEAN OUT THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL Ln PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, 0 WATER VALVE COVER FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 1`0 m = WATER METER 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN I AND STATED HEREON. V) 8 = TELEPHONE PEDESTAL V) 17� = POWER POLE THIS DRAWING, SKETCH, PLAT OR MAP IS NOT VAUD X = FOUND X—CUT UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL C c r Associates RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND z 0 = FOUND 1/2" IRON PIPE — NO ID MAPPER (CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS&MAPPERS (UNLESS NOTED OTHERWISE) LB NO. 3731 0 = SET 1/2" IRON PIPE "CLARY ASSOC" 3830 CROWN POINT ROAD Li- JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM se FND 1/2* IP No ID 0.6 S 0 S 2 W GAIE 6 F 7GRASS/,," J/z 0 14.5' 0.3' N 7A, JOB No. 2014-315 DRAFTING: MJC PARTY CHIEF: HENDERSON F.E. 805L Pg. 50-53 CAD FILE: 2014—,315.DWG CHECKED BY: DATE: 8-14-14 GREGORY B. CLARY, P.S.M. CERT. NO. 3377 FILE No.SS-3059 PROSSER TM ommunity-Management- Energ y-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 GENERAL NO WEER N abli 12 SANIIARX sma N www.prosserinc.com Topographic boundary survey, Including property lines, legal description, existing utilities, site 18. Contractor to coordinate all work with other utility installations not covered in these plans (Electdc, 19. The contractor shall coordinate all water main flushing with COAB Utility 1. The contractor shall obtain all permits required to complete the construction. Florida Certificate of Authorization topography with spot elevations, outstanding physical features and existing structure locations Telephone, Gas, Cable, etc.) and allow for their operitions and construction to be performed. Department. Flushing and disinfection procedures shall comply with AWWA C-651 for 2. Contractor shall coordinate the construction of sewer facilities with all other construction. Number: 00004050 was provided by CLARY AND ASSOCIATES. 19. Cut and fill slopes shall not exceed 4H:1V unless otherwise noted. main disinfection. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 21. All soils test reports shall be submitted to the Engineer for review and approval. Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 21. Sample points for bacteriological sampling shall be located as follows: 22. For all french excavations which exceed five feet (utilities and storm), the following shall be adhered 3. All phases of site work for this project shall meet or exceed the City of Atlantic Beach site to: 1. Every 1000 feet and/or every dead end on a water main. 5. The existing utility facilities and locations shown on the drawings are taken from readily work specifications. a. Contractor shall follow OSHA Standard 29 CFR, swtion 1926.650 subpart P, which is now a part of 2. Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the 3. Water main stubs more than 40 feet in length. locations shown and there may be utility facilities existing that are not shown or indicated on 4. The contractor shall be held solely responsible for and shall take all precautions necessary Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of compliance with this low. 22. Fire hydrants shall meet COA8 standards. the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of to avoid property damage to adjacent properties during the construction phases of this the work and shall locate all underground facilities before beginning work. The contractor c. A separate price item shall be included in their bass bid identifying the cost of compliance 23. New or relocated, underground water mains included In this project shall be laid to provide a project. d. A trench safety system shall be designed by the Contractor. horizontal distance of at least three feet between the outside of the water main and the shall protect all utility facilities and repair any damages resulting from their work in 5. Warranty / Disclaimer: The designs represented In these plans are In accordance with outside of any existing or proposed vacuum-type sanitary sewer, storm sewer, stormwater conformance with the contract documents and specifications and relocate if required at no cost established practices of civil engineering for the design functions. Neither the Engineer nor 23. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards and shall force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, to the owner. be filled with clean structural fill compacted and tested in accordance with the geofechnical report. 6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify its personnel can or do warrant these designs or plans as constructed except in the specific r.A.C.; a horizontal distance of of least six feet between the outside of the water main and the the Engineer of any conflicts prior to installation of any pipe. cases where the Engineer Inspects and controls the physical construction on a contemporary 24. All debris resulting from all activities shall be disposed of off-site by the Contractor. outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of at 7. Manholes shall be in conformance with COAB Standards. "TE basis of the site. least three feet between the outside of the water main and the outside of any existing or 6. For boundary, roadway and building geometry information see engineering site plan. It shall 25. All existing trees to remain shall be protected and preserved. proposed gravity-type sanitary sewer if the bottom of the water main will be laid at least six 8. Type 9 bedding shall be used for this project unless indicated otherwise on the drawings. be the Contractor's responsibility to verify that the building dimensions shown on the inches above the top of the sewer); a horizontal distance of at least six feet between the 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. engineering plan agrees with the dimensions shown on the architectural plan. If any 26. The Contractor shall coordinate connection of proposed piping with all existing piping. outside of the water main and the outside of any existing or proposed pressure-type sanitary Compaction shall be a minimum of 95% max density of +/- 2% of the modified proctor optimum dimensions do not agree, the architect, engineer and owner shall be notified and the 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part moisture content. dimensions adjusted prior to commencing with construction. III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the conform to curbing and low points as shown on plans. outside of the water main and all parts of any existing or proposed "on-site sewage 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of 7. The contractor shall notify all utility companies prior to construction for verification and AUTOMOBILE SERVICE treatment and disposal system." [FAC 62-555.314(l); exceptions allowed under FAC pipe and replaced with selected backfill properly compacted In 6" lifts. The material shall exhibit location of all utilities. 28. Contractor shall ensure that all new and existing dra nage structures, pipes, etc. are clean and AV%6 IL 1 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of functioning properly of time of acceptance. 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM Ulm D1557) during the compaction operations. Compaction shall continue until densities of at least 95 STATI I 'm WWW / MINOR installation for all components of the project prior to purchase of materials and 29. Burning of trees, brush and other material shall not be permitted on property. 24. New or relocated, underground water mains that are Included in this project and that will percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. 0111k IL A construction. cross any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer sha 9. These engineering drawings may not show all of the City of Atlantic Beach standard details 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of be laid so the outside of the water main is at least six inches above the other pipeline or AUTOMOTIVE required to complete construction of this project. It shall be the contractor's responsibility brick, or reddi-mix concrete with #57 stone. at least 12 inches below the other pipeline; and new or relocated, underground water mains 11. All sewer construction shall be accomplished by an underground utility contractor licensed under that the construction, outside City of Atlantic Beach right of way be in accordance with all that are Included in this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. 31. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbed by the SERVICE current City of Atlantic Beach Standard Details and Specifications. sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12. All pipe lengths are horizontal distances and are approximate. 10. The contractor shall furnish certified "as-builts" , see As-Built Requirements on this sheet. construction operation. The cost of these items shall be included in the price bid for furnishing and shall be laid so the outside of the water main is at least 12 Inches above or below the installing any now item causing such damage. other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)) 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum 11. Contractor shall verify and protect all existing trees and natural vegetation that are to 32. Should the surface or subsurface conditions differ from what Is shown on these plans, the depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly remain undisturbed. The areas indicated for construction shall be cleared and grubbed to contractor shall Immediately contact the engineer. 25. At the utility crossings described in Part II.C.I.w, above, one full length of wafer pipe shall plugged or capped and marked until such time as connection Is made inside the building. remove all roots and miscellaneous vegetation except specific trees that shall be protected 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S be centered above or below the other pipelines so the water main joints will be as far as from damage during construction with the use of free barriers. 14. The Contractor shall perform a television inspection of the sewer system. Two full reports, 12. All work shall be performed In a safe manner. All safety rules and guidelines of OSHA with bell and spigot, silt-tight, rubber-gasketed joints. possible from the other pipeline or the pipes will be arranged so that all water main joints including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location shall be followed. The Contractor shall be solely responsible for any injuries of his 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be are of least three feet from all joints in vacuum-type sanitary sewers, storm sewers, of services, type of joint, distance between manholes and any irregularities in the pipeline. The employees, and any damage to private property or persons during the course of this project. sized by contractor. stormwater force mains, or pipelines conveying reclaimed water regulated under Part Ill of television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be All costs associated with complying with OSHA regulations and the Florida Trench Safety Act Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type lamped as part of the final inspection. sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not 15. The Contractor shall coordinate the location, size and Invert elevations of sanitary sewer services shall be Included In the Contractors bid. regulated under Part Ill of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed 13. All Improvements shown shall be warranted by the Contractor to the Owner for a period of under FAC 62-555.314(5)] with the approved plumbing plans for the building. one year from date of acceptance by the Owner. If the work Is in the City Right-01-Way 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation 16. Contractor shall provide to the Engineer, a schedule of Invert elevations of all sanitary manholes or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. prior to the placement of the limerock base course. This schedule shall be provided by the shall be required. registered land surveyor submitting the "as-built" drawings for this project. WKER HQRS, 14. The Contractor shall contract with an independent testing laboratory to perform materials 1. The contractor shall obtain all permits required to complete the construction. 27. All water and sewer construction shall be accomplished by an underground utility contractor 17. All sewer mains shall be PVC (ASTM-3034) SDR-35 for depths to 12 feet, SDR-26 for testing and soil testing in accordance with the City requirement and the recommendations licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. outlined in the geotechnical report. This shall include density testing in all pavement areas 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage and in the utility trenches located in pavement areas, concrete testing and all other 2. Contractor shall coordinate the construction of voter facilities with all other construction. 28. All water mains shall terminate approximately 5 feet outside the building unless rate Is 50 gpd per Inch of diameter per mile. ASTM C-828-86 or C-924. materials testing. otherwise noted. The and of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor 15. The Contractor shall be responsible for obtaining all necessary permits and insurance 3. Contractor shall furnish shop drawings to the engineir for approval prior to beginning construction required for the project. and purchasing materials. to demonstrate that: 1) the leakage exfiltration or Infiltration does not exceed 200 gallons 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than 29. The contractor shall make application to utility company for the project water meter per inch of pipe diameter per mile per day for any section of the system; 2) ExfIltration water mains, which shall be to City Health Department permit conditions. 4. All workmanship and materials shall conform to latest COAB Standards and and sholl pay for all meter fees. or infiltration fasts shall be performed with a minimum positive head of 2 feet; and 3) Air 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards Specifications and applicable AWWA Standards. 30. The contractor shall be responsible to provide mitigating construction measures test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, details & materials, City of Atlantic Beach standard specifications & details and any other in all cases where a minimum of 18 inches of vertical clearance between ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described standards, listed or referenced, are included in the project documents. water and sewer (including storm) lines Is not possible. in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials 5. The existing utility facilities and locations shown on the drawings are taken from readily available appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. information. The actual locations of the utility facilities may vary somewhat from the locations shown 31. The contractor shall be responsible for providing water for construction use during entire 18. The contractor shall notify the City of Atlantic Beach 0 247-5814 a minimum of 24 hours and there may be utility facilities existing that are n it shown or indicated on the drawings. The course of project if necessary. prior to starting construction. contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 613. all underground facilities before beginning work. Thi contractor shall protect all utility facilities and 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints Contractor shall not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm. repair any damages resulting from their work. in coi formance with the contract documents and per COA8 Standards. Work in the ROW shall only occur during daylight hours. specifications and relocate if required at no cost to he owner. 33. If dewatering capacity requires a consumptive use permit It shall be the Contractor s 6. Water lines shall have a minimum of 36" cover frorr finished grade. Maximum cover responsibility to obtain the permit through the St. Johns River Water Management GRADING ANQ DRAINAgE NOTES 1. Contractor shall verify existing elevations at connection points prior to construction and shall be 60". District. AS--MILI REQUIREMEM notify Engineer of any discrepancies. Contractor shall provide complete as-built information to the Engineer In accordance with 2. See geotechnical report for site preparation requirements. - AMEC Environment and 7. Water lines are designed to finished grade and shall be protected until finish work is 34. If solvent contarnination is found in the pipe trench, work shall be stopped and the the following requirements: DATE FEBRUARY 5. 2016 E Infrastructure, INC. dated October 14, 2014 complete. proper authorities notified. With approval of the permitting agency, ductile iron pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be 1. As-built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set pROECT No. : 11400 1.01 used In the contaminated area. The ductile Iron pipe shall extend of least 100 feet 3. The contractor shall coordinate the grading and drainage construction with all other 8. All water mains 3" and larger shall be AWWA C900, DR25 PVC. Water mains 2" and of signed and sealed prints and a set of computer disks containing project AutoCAD files and 0 construction. smaller shall be polyethylene pipe with couplings ma) be used and with NSF-PW approval. beyond any solvent noted. Any contaminated soil that Is excavated shall be placed PDF's of the prints shall be submitted to the Engineer for review and approval. Additional 4 on an Impermeable mat and covered with a waterproof covering. The proper signed and sealed prints shall be provided to the Engineer as requested. DES043) By : JQQ 1 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all 9. Restrained joints are required where water mains are terminated and at all bends, In authorities shall be notified and the contaminated soil held for proper disposal. materials, for review and approval, prior to purchase or fabrication of any utility pipe or accordance with COA8 standard details and specifications. 35. All backflow preventers shall be in accordance with COAB cross connection program. 2. As-built drawings shall be in accordance with all authorities having jurisdiction. MAWN 13y : DPT (.0 structure. Contractor shall coordinate as-built submittals and approvals with jurisdictional FD 5. All construction and materials shall conform with all City of Atlantic Beach standards. Backflow preventers must be tested after installation by a certified tester and annually agencies unless otherwise directed by the Engineer. SCALE AS NOTED N 10. All gate valves 2" and larger shall be non-rising stem type and shall be suitable for thereafter. COAB contact: Malcolm Clemons 0 247-5834. Backflow preventers on fire lines or 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall 200 psi non-shock working pressure. Gate valves shall be mechanical joint, Iron body, backflow preventers on fire lines or combinations fire/pofable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all notify the Engineer of any conflicts prior to installation of any pipe. protection. underground facilities. (D resilient seat, 2" square operating nut, Mueller or eqjal. Valve boxes with screw extensions No. Date RWA*M 7- The existing utility facilities and locations shown on the drawings are taken from readily sholl be provided for each buried gate valve. Boxes shall be of cost iron construction, 4. Provide perimeter dimensions at top of bank and at bottom of pond. available information. The actual locations of the utility facilities may vary somewhat 3/8" minimum wall thickness and shall be non-tacky tar enamel coated. The word 1 10-12-15 CITY OF ATLANTIC BEACH LL_ 5. Provide elevations of top of bank and bottom of pond. from the locations shown and there may be utility facilities existing that are not shown or water" shall be cost in cover. All gate valves installed shall open by turning to the lef t (counterclockwise) 2 12-23-15 COAlB/ FDOT/ SJRWMD indicated on the drawings. The contractor shall contact all agencies with utility facilities in when viewed from the stem. 3 102-05-16 COABI the vicinity of the work and shall locate all underground facilities before beginning work. 6. Provide special detail drawings where installations were not as shown on contract The contractor shall protect all utility facilities and repair any damages resulting from their 12. Class B, Type I bedding shall be used for this project unless indicated otherwise on the drawings due to field conditions or where required for clarity. work in conformance with the contract documents and specifications and relocate if drawings or directed by the engineer. EM 9EKER&_N= 7. Provide location, elevation and description of benchmark(s). V) required at no cost to the owner. 13. Unsuitable materials under water pipe shall be remov3d and replaced with selected F__ 1. All work performed within the Florida Department of Transportation (FDOT) Ld 8. All underground utilities shall be installed prior to preparation of subgrade for pavement. backfill properly compacted. The material shall exhibit moisture contents within 8. Locate and provide elevations of all structures. Location of all structures shall be LL1 +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during Right-of-Way (ROW) shall conform to the most current edition of the following from two (2) directions and include northing/easting coordinates at center of 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below the compaction operations. Compaction shall continue until densities of of least publications: structure. subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the 95 percent of the modified proctor maximum dry density (ASTM D 1557) have been 1.1. Standard Specifications for Road and Bridge Construction (English). 9. Locate all pipes and provide size, elevation, invert elevations, length and type. 1.2. FDOT Standards Index (English) < geofechnical report. achieved. 1.3. FDOT Plans Prep Manual 10. Provide dimensions and elevations of the pond outfall structure(s). (n 10. Any unsuitable material encountered shall be removed from the site. The contractor shall 14. Backfilling shall be made with clean backfill which sholl be thoroughly compacted in 1.4. FDOT Flexible Pavement Design Manual for New Construction and Pavement bi 11. Water as-builts shall Indicate the location of bacteriological sample points. 1-_ be responsible for the removal of all unsuitable material and replacement with structural 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the Rehabilitation. 0 fill. Excess suitable fill material shall be moved to Owner specified location. See modified proctor Z geotechnical report. 15. Where wafer mains are laid under ditches, culverts, pipelines, or obstructions without fittings, 2. Should a conflict arise between the details shown in the plans and the FDOT 12. The as-builts shall include a detail of every crossing of the new water main with Standards the Engineer/ Permittee shall immediately confer with the Department's gravity sewers, force mains and storm pipes clearly shown & indicating the vertical CD 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as the maximum deflection of any joint shall not excee� 50% of the maximum recommended by Engineer in order to resolve the discrepancy. In no case will anything less that the clearances at each crossing. Details shall be furnished for parallel runs where the 1_� required by the project specifications. the pipe manufacturer. horizontal separation Is less than 10 feet. 0 Department's minimum standard be allowed. 0 16. No connection to existing potable water system will be allowed until all proposed water E 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall 3. All traffic striping and markings are to be lead-Ofree, non0solvent based 13. The centering of uncut lengths of pipe at points of crossing shall be documented -4- receive sod. **See landscape plans for other requirements. lines have been flushed, pressure tested, disinfected, and cleared for service by the thermoplastic. on the as-builts and all mitigating construction measures clearly depicted in cases Florida Department of Environmental Protection. 4. Removal of existing striping shall be accomplished using the "hydro-blost" method. If where a minimum of 18" of vertical clearance between the water and sewer THIIS MAWNG NOT F§3.EASW FOR I-, 13. Stormwafer Collection System design is based on the 5-year return frequency storm 17. Contractor shall notify utility company a minimum of two days prior to connection of water this process damages/ scars pavement, then the pavement shall be milled and (including storm) lines is not possible. 0011illffrRUCTION UNLESS 80 Na= Z Li (Rational Method). mains to existing lines. All new work must be inspeted by the engineer. No tests shall be resurfaced per FDOT Standards. ASM scheduled for weekends. Any change from the techrical requirements must be reviewed and 5. Existing paved shoulder shall be removed full depth prior to widening of the roadway. ry approved by the engineer and owner. 6. All curb and gutter sidewalk will be removed and replaced joint to joint. Sidewalk Is :D 14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class Ill, Wall B. to be replaced within 7 days of project completion and In agreement with FDOT SHEET TME 18. Hydrostatic and leakage testing of the water mains Installed shall be performed In Standards and Specifications. All disturbed are with the FDOT ROW will restored to 48 KW BEKIM YOU DG 15. All labeled pipe lengths are approximate and measured to the center of structure or accordance with AWWA standard specifications. A representative of the utility company original or better condition by grading and sodding the area disturbed (Bermuda in CALL SUNSHINE mitered end section. Actual lengths may vary and no added compensation will be made < for variations or the engineer must be present during the tests. Pressure tests shall be conducted at rural, centipede In utility strips). A 0 150 psi for 2 hours for water mains and 200 psi foi- 2 hours for fire mains. Pressure 7. Burning of material and/or debris is prohibited within FDOT ROW. -800 '12-4770 16. The contractor shall provide a qualified soils laboratory representative on site during test after limerock is Installed. _17 excavating to determine the suitability of the existing sub-grade and existing on-site 8. All lanes must be opened for traffic during an evacuation notice of hurricane or 0 other catastrophic event and shall remain open for the duration of the evacuation or ITS MUWAIMOF" < material prior to beginning any filling operation. event. GENERAL NOTES M i 17. Contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by other methods as directed by Engineer of no additional cost to the owner. Z @ F < C1.0 TA_ OFFICECO`OPY . 8 H E E T fJe A "Ieum"TM NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND Community-Management-Energy-Relationships OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING DIVER AND PARKING. 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 HV Ilrit 5 7 Fax 904.730.3413 OVERHEAD UTILITIES TO BE REMOVED. CONTRACTOR TO COORDINATE WITH www.prosserinc.com UTILITY COMPANIES/ AGENCIES AND CONTRACTOR TO SAWCUT AND Florida Certificate of Authorization TAKE DUE CARE TO NOT INTERRUPT LEGEND: REMOVE t35 LF OF EXISTING GROUT FILLED SANITARY PIPE. SERVICE TO ADJACENT BUILDINGS. Number: 00004050 CONTRACTOR TO REMOVE INLET PROTECTION To A- .09 EXISTING INLET. SEE SHEET APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF INV- 14 kQ&HMM& C4.0 EXISTING 8" WATER MAIN EXISTING WATER SERVICE CONTRACTOR TO REMOVE 0XV-&O1 (NAVD50) EXISTING CONTOURS PK N L AND CLARY ELEVATION Drig. /-APPROXIMATE LOCATION OF TOP-1 FM EXISTING INLET. SEE SHEET NE& IN CONOREW DRI*VAY EXIST114G WATER SERVICE INV S 03 C4.0 STURD1V"rP AVE1111JE 21.7+ EXISTING SPOT ELEV. _w__w__w_w w_____w__w_w w__w __w w__V V-w-w-,----W w w_w PROPERTY LINE MANHOLE TO BE CONCRETE DRIVE ASPHALT EXISTING Bw SANITARY SILT FENCE/ LIMITS OF R MOVED (NOT IN USE) TO BE REMOVED SEWER MAIN SF CLEARING ASPHALT DRIVE +&77 \x D MANHOLE TO BE ITS OF CURB DEMOUTION TO BE REMOVE L LIM 748 NOT IN U aa TO B REMOVED VETO BE REMOVED INV E-OZO DRI INV -1.35 ly Z I I RIJ I*w" Am RJL*37 RIM-6,11 1, REMOVED (NOT IN USE) CON ETE DRIVE BROKEN ASPHALT INV NE'= 40 INV*,�1,7745 1 OF WA rHROA 11 E INV , IN BOTTO STRUCU &62 10, PIX PVC 4 672 44 LY FOR DIRECV094 ON LIMITS OF MISC. DEMOUTION ---,-APPEARS TO NOT HE IN USE� I S,.P E ............ a L44 ------------ 6 CONC �45 48 MANHOLE FOUND TO INE SOD T T - \t FLOW DIRECTION ARROW :58 lwrw�fbn AUTOMOBILE SERVICE S.w 23 .......... A 89 7-.8 'j&S S8924'20 7 -,*49 % HALT 27 PAD .63 49.73' (A MOTIVE NOT 7.67 Yr AUTO' BUILDING TO BE IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY %1*13 ERV ICE DEMOLISHED -WE 745 CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND S.25 D ASS SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. NOTES: .34 7' 2' 7,20 1 IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY .57 CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE C, C A/(; A �A,�C P ALT /RAD REMOVED WITHIN THE LIMITS OF CLEARING. I / 0 _A P STIC A I PAD 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON 7, CONCWX PARrJNO AREA '179 _9D BEV �43 AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 7,95 EXISTING CONDITIONS 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL ASPH t TOTAL AREA 1.66 ACRES BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 'K AN SWOCO 5. ALL ELECTRICAL. FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY 00 < a. TIME OF CONCENTRATION 12 MINUTES SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY LO 8 DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE 'a) 4 1 ASPH PLAN SET. 0) CURVE NUMBER 92 0 0i 7+0 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE + BUILDING TO BE DEMOLISHED 7A COORDINATED WITH UTILITY COMPANIES. 8-00 -00 00 w 742 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN APPROXIMATE LOCATION OF PORTABLE TOILET 740 ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND 7,9 K N REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. 25 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS &71 8,72 (AT NOR) SHOWN. 7� 30 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF _32- 4%wr KE R GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 734 ASPHALT 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLJDRIDA SAWCUI ALT TO STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROVIDE CLEAN TRANSITION. PROGRAM. f AND 2 STORY OOOUD A L) 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS FFE-9�62 STAIR OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 7, 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 7 4,2 3"PVC 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION 7+4, NO RKING 2 2 9 19 FROM SJRWMD PRIOR TO ANY CONSTRUCTION. .1� 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER DATE FEBRUARY 5. 2016 APPROXIMATE LOCATION OF ROLL-OFF Iw DESIR Sri, AND COORDINATE WITH KIM PEARCE 904.256.1685 or rDEP To 740 W DUMPSTER (ROLL OFF CONTAINER TO NW-11 DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE pROXCT No. : 114001.01 a.' COMPANY MUST BE ON CITY 62-621.300. APPROVED LIST AND CONTAINER 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF E-31 I VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB DESKIMM By : J B D U-j\ CANNOT BE PLACED IN CITY ROW). r_� I 7� % 19 1 00 STIC P EXISTING RESTAOANT BUILDING DEPARTMENT. gy DPT U) 1 STORY STUCCO AND OD FRAME MAWN 44 PARKING LOT TO BE DEMOLISHED r�91 ON( FFE=8.40 AS NOTED 4 r EROSIQ L NQHS: SCALE E %_j M - %, I CONTRI BUILDING TO BE DEMOLISHED DINER TO EMAIN C-, 0 0 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND III& We RevMw 8,2 MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 1 10-12-15 CITY OF ATLANTIC BEACH r�o CONCREM PARKING AREA 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY 2 12-23-15 COAB/ FDOT/ SJRWMD THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES C, AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING 0 �4 &,:114 6� ACTIVITIES. N 942 7198 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF 33 8, LO oo FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR 0 COVERED CONG 7.82 EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONSTRUCTION ENTRANCE. CONTROL MEASURES SHALL BE IMPLEM :NTED TO CONTROL OR THREAT -0 ig 4a'u I SEE SHEET C7.0 FOR DETAIL OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. LL_ 0_1 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT or THE AREA EXPOSED LE 02 AT ONE TIME AND THE DURATION OF EXPOSURE. N89*25'1 2"E 512 91 30 N IN ALT IN sop 1 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL 3: 50.00' (P&A) A) MEASURES TO PREVENT OFF SITE DAMAGE. w p&m _1� 30,4' FOUR 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO 0 SV.%A NO S.Od PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO 0 wc S E 40 8,29 '5,ce I PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT wu-Mw--� come SW4 CONC DRIVE SITE. 01 &32' 8, "'.11- r 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY IZI, T11 T9, 12 AFTER FINAL GRADE HAS BEEN OBTAINED. 0 FL-7,02 \-CONTRACTOR TO SAWCUT AND CONTRACTOR TO SAWCUT AND AND REMOVE EXISTING DRIVEWAY CONTRACTOR TO SAWCUT AND CONCRETE DRIVE 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND REMOVE EXISTING DRIVEWAY REMQVE EXISTING DRIVEWAY COMPLIANCE PROGRAM. V AY TO BE MODIFIED TM MA%VM NM FE.EASM FOR AND, AND CUB. (TYP.) pCUB. (TYP.) ANYbUB. (TYP.) 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL (SEE SHEET C3.0) TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA CONSTIRJCTM LO&MS 80 NOTM Z AND CUB. P. STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR Ld CONTRACTOR TO RELOCATE UTILITY POLE ABOW ry TRAINING PROGRAM. ASPHALT 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND 8.44, APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. SHET 71ITLE -5834) FOR EROSION AND SEDIMENT CONTACT PUBLIC WORKS (247 CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. J�w C 0 CURB 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING amp. < "N' GRASS ISLAND 5, EXISTING CONDITIONS/ V oe CONG DEMOLITION PLAN < ATIANTIC BOULRVA11W bi M (106 -i/w) PRE- DEVELOPMENT PLAN SURFACE AREA CALCULATIONS < SURFACE TYPE AREA (SF) AREA (AC) PERCENTAGE I(%) @ ""!"1 111-, -- ASPHALT IMPERVIOUS ±44,867 1.03 67 Ld ±21,780 0.50 33 PERVIOUS XZ_ CD 6 TOTAL ±66,647 1 1.53 1 100 ASPHALT C2.0 TA*.41 NV N-154 THE ABOVE CALCULATIONS EXCLUDE THE EXISTING DINER 0 0 8 H E E T OFFICE COPY 0 V` X X S"2 -3A SITE DATA TABLE TM USE: AUTOMOBILE SERVICE/ RESTAURANT SETBACK LANDSCAPE BUFFER ZONING: CG FRONT 20' 10, Community-Management-Energy-Relationships LANDUSE: COMMERCIAL SIDE 59 5v PHASES: I REAR 20' 10' 13901 Sutton Park Drive South, Suite 200 20 0 15 20 BUILDING: 6,401 SF Jacksonville, Florida 32224-0229 HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X Office 904.739.3655 MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED Fax 904.730.3413 PRE-CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE www.prosserinc.com LOT DATA: Florida Certificate of Authorization ITEM TOTAL TOTAL (%) Number: 00004050 SITE AREA 71 ,712 S.F. 1.65 Ac. 100% w-A INVZT4, ELEV-8,01 (NAVM) IMPERVIOUS 49,846 S.F. 1.15 Ac. 70% FIF NAIL AND CLARY I! Tla-4 INSK, IN CIONCREIE DRIVEWAY INV PERVIOUS AREA 121 ,866 S.F. 0.50 Ac. 30% PARKING: --w w _w _w__V_w A',3' HALT PARKING REQUIRED PROVIDED AUTOMOBILE SERVICE STATION 1 6 (1/400 SF) 13 TERMINATE CURB 0 ROW WITH 24" WHITE STOP BAR;STUR DIVANT AVENUE AUTOMOBILE SERVICE STATION PERVIOUS N/A 13 3' CURB TRANSITION (TYP.) 4' BEHIND ROW (W ROW) RESTAURANT (76 SEATS) 19 (1/4 SEATS) 19 I TOTAL SPACES 35 45 E 5 BICYCLE PARKING 5 EP mABOVE CALCULATIONS DO NOT INCLUDE EXISTING DINER. 20' ,-W,HALT ....... ,/_:,H ALT 2 WHITE STOP BAR; R1_ - - -- - - - - - - - - - - - - 36*06" N: 2178"4.75 49 BEHIND ROW AUTOMOBILE SERVICE E: 525873.85 4 FENCE ON-STREET PARKING TABLE STATION W/ MINOR _X _X IfX _X _X _X _X _X _X [ EXISTING TOTAL of RI-I N: 2 7-8-4-38. AUTOMOTIVE PROPEMT BIKE RACK N: 21784".45 E.- 5288".73 t_BULKHEK_ --r-5292K4.1 RI 36"x36* e A N: 217W7.26 1 "4 (BY OTHERS) F:-wlj9j2 . . . - . I F A THE NUMBER OF PARKING SPACES DEPICTED IN SERVICE 4 THIS SITE PLAN REFLECTS THE MINIMUM PARKING A., 2178424.99 \�2- 4' GLIES......------------------------ BU LDING CO REQUIRED BY CODE AND IS SUBJECT TO A N: 2178420.56, OUTSIDE WALL R N: 2178425.47(0) E: 528915*57, WET DETENTION POND DECISION IN CASE NO. 16-2014-CA-7714 Rio, 528936 N: 2178418.47 .................. En 52 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL 12' 71- CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE DUM ER ENCLOSURE BLOCK N: 2178395.33 N: 2178396.00 ft- 'Er-M923M /=E: Mt69. NUMBER OF PARKING SPACES TO WHICH WA WITH STUCCO TO MATCH COLO OF ADJACENEBUItOMG AREA RETAL SALES ATLANTIC BEACH DINER IS ENTITLED UNDER ITS (SEE ARCH PLANS) 21' L LEASE, AND IS SUBJECT TO MODIFICATION AS MINI M OF 6 e,400 S.F. N: 217SM28 N: 2178388.63 REQUIRED BY THAT DECISION. -BOLLARD (TYO� FFEm 8.50 E 529220.81 " INCLUDES 10 EXTRA SPACES PER OUTSIDE WALL N: 2178400.14 SEC. 24-161(a). 0 UILDING CORN 41 N: 2178365.29 E: 522031 2178357.56 E: SM914.19,77\ ...................... N. 2178352.08 E: 52891625 C14 7- 24" WHITE, STOP BAR;, 12" W1 IITE STRIPE IV D.C. �LN. 21783 4' BEHIND ROW a N: 2178359.05 E: 529057. E. 529190.60 0/ 2 w ..... NOTE: > CONTRACTOR SHALL SEQUENCE ONSITE AND OFFSITE WORK SUCH THAT IT DOES NOT j N; 13.49 2178& iTORY CW,,;NA er E- 5?PM.04' AN A KING. AND 2 ' I , Ap al wk, Z -9,62 FFE -PERVIOUS PARKING, FUELING TANKS F 31 PVC ik (SEE PETROLEUM N: 2178323.65 N: 2170323.79 '4 LEGEND PLANS FOR DETAILS L e,, in AND LAYOUT) 90 0 - � = M DATE > PROPERTY BOUNDARY FEBRUARY 5. 2016 V) RI 0 pRCQECT NCL 114001.01 N: 2178313.94 360X360 (R71T7833n]) 4 E: 529129.12 ASPHALT/GATE PARKING 4 v A4 'J DIESOM) 13y J 9 D L '4 0'' \� 3 -7- 4, Cw, A j EXISTING RESTAURANT 1 STORY STUCCO AND WOOD FRAME DFtAWN 13y DPT POTENTIAL SIGN FFE=8.4D r CONCRETE/GATE PARKING A, 11 14. , I "' I ., I "Aq:;J.,4 LOCATION I el ': , I " Al C3. , A c2t; SCALJE AS NOTED E HEIGHT= 10' A A, ASP AREA= 120 SF 4, HALT/DINER PARKING E: 528893.45 No. Date RwA*m 217825 L 1 10-12-15 CITY OF ATLANTIC BEACH 41 E: 52885 CONCRETE PARKING AREA CONCRETE N: 2178269.1 2 12-23-15 COAB/ FOOT/ SJRWMD 9; 52914 3 102-05-16 COAS 7 STANDARD CURB 0 C14 PERVIOUS CONCRETE P L6 36"x36" 3' CURB TAPER (TV.) AND GUTTER (TYP.) N: 2173257.321 COVERED CONC 0, 0 Rl-I 8915.64 529117.19J DETECTABLE WARNING -0 10, PROPERTY CORI r PK N Al L AND ClAd-i'l' EiLVATION WSi( 15' 15' R- N: 2178244.ii 1-�_ IN Ad MAIL 71 P'APKING LOT L 6.47 PROPERTY CORNER LOADING ZONE R- Ir 1i........... R E: 52884 N: 2178248.62 w, -A" ( -4 1 CONC SION, X.,� ZM"X, CURB & GUTTER Lli CONS S c0*0 E* 529246.53 11 -4, 0, 7F F A -.,war ,,,R;C RIN, CONC DRIME U) i0V-F0R-+-J ON-STREET PARKING 0 ............. COUNT EP APPROXIMATE LOCATION 0 TPFI 14f,1111 92, 1 0 N: 2178236.81 Fel-7162 OF NEW UTII ITY POI E He 217 14- EP-7,36 2.0' CONS CUPS R231-20 RI-I E: 528M.65 E: 5291U5.94 N: 2178229.29 7M DFtAV4M NOT F*3.EASM FOR 1__� ASPHALT I-_ E: 528849.01 24n WHITE STOP BAR; OONSTFKJCTM U11142M 90 NOTM Z NOTES: Ld 4! BEHIND CROSSWALK 24" WHITE STOP BAR; A13OVIE 4' BEHIND CROSSWALK 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE ATLANTIC BOULEVARD EP AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID ......... 8HWr WME SUPER CLEAR DIAMOND 11 SEALER. (TYP. ON SITE). 0w PAM 2. ALL STRIPING WITHIN THE PUBUC R/W SHALL BE 6- WIDE THERMOPLASTIC < UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. EP 3. FEMA FIRM PANEL 12031CO409H. FLOOD ZONE X. SITE LAYOUT U INV 3-&72 NC Dun < 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT Ld ASPHALT. GRAS, ISLAND ep PLAN AR 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET CI.O. ____............ Z < 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. op < PROJECT NAME: GATE PETROLEUM 0 ATLANTIC BEACH 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. ....... AUTOMOBILE SERVICE STATION W/ 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. AUTOMOTIVE SERVICE < . 6- 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE '6 CD NOTED I OWNER/DEVELOPER: GATE PETROLEUM COMPANY TOK- 41 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. C3.0 ENGINEER/LANDSCAPE: PROSSER, INC. INV N-3,54 0 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE 13901 SUTTON PARK DRIVE SOUTH ,A 0 COORDINATES FROM CLARY AND ASSOCIATES. 14- SUITE 200 JACKSONVILLE, FL 32224 12. PLANS ARE NAVD 88. Of-11)"D", PE 7- 1 ',ez�.70 8 H E E T DATF_'!�MA I b Rn,��SFR J__ TERMINATE 3' CURI GAT ___............. 11.75 .7.,85 A, OFFICE COPY Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 SWMF 20 0 1 rp 20 Jacksonvi le, on a POST- DEVELOPMENT TOP 8.00 (0.12 AC) Office 904.739.3655 TOTAL AREA 1.78 ACRES NWL 4.20 (0.12 AC) BOT -1.80 (0.03 AC) Fax 904.730.3413 TIME OF CONCENTRATION 10 MINUTES 25YR= 7.20 CURVE NUMBER 92 5YR 67.00 www.prosserinc.com MA 6.75 Florida Certificate of Authorization Number: 00004050 TJ- SO ELEV-6,01 (NAVO-S& PK NAIL MID CLARY ELEVARON DISK DRIVEWAY IN CONOIL INV S*- 103 SIURDIVANT AVENUE 0 --'*I-w----V V---w--w-w-V w-V-V w-w -w__w < soy ii- --w---w-w --w-w-7L--w w ---w-w--w--w-w ASPHALT DOUBLE TYPE 'C' DROP TYPE 'C' INLET) DOUBLE TYPE 'C' DROP TYPE 'C' INLET INLET. TOP=5.65 INLET. TOP=5.65 ,,-PTU"DIVANT AVENUE TOP=6.85 N INV= 3.05 TOP=6.96 NE INV= 3.81 +637 DA77-40-48 AC 04 DA=0.28 AC (W ROM S INV= 3.81 INV NE- -1,40 D Rj% E INV= 3.05 INV F-0,00 (E) I V.=2.17 kJ*42 INV W-21 (E) INV.=1.17 INV W-- .35 04V W-L47 GATE INV E-174 MEG (W) INV.=1.17 MEG MEG 10' Pvr, INV a, FIX MEG MEG MEG -- - - I 16.47 - 1,�],� 6*72 SAS 0,04 0. S38 I MANHOLE 'EC'AGN ONLY 5.54 ±6.50 S. 2 FOR, DiR EP 58 77 1 6.2e 16.MP=7.20 '%-,,-_APPEARS TO NOT OE IN USE, NO 150 + 21 LF I MANHOU FOUND TO TW, SOUTH '8 HALT T 6.41+ A,wl, /- ,45 HDPE INV.=4.00 HDOE'i &63 , 4: WNC i-S!L----- M S 2-LP-1 5& &73+ or 1.0% 4�- - 6.51 HDPE 0 0.5% AUTOMOBILE SERVICE &,,-4 6.94 k Aik W 6.94 wwwwor 0 7. L VOW:T62 + -Z -X -K -X -19 X _X 0 ww IN 'OR ULLANUU1 -`IwCUEANOUL--,,j� LQNQ-UT 05 7.05 1 -x _X -X STATION W/ MI CLEW& leg 59 INWAA6 7A INV: 1.50 5,89 CLEANOUT - I NOUT 7.29 I df 4d 40, 7.3 A 4�7'059 L INY: J.53 '11.40 RETAINING WALL I : 11-1 1 IZ-:Itl 747 --- INV: 1.90 01 F LEGEND 7.16 7.44 150 - - - - - - - - - - 8.30 ?A2+ 34 LF V41 I " -- - ' - ' -M DTRERS) ' 'U,w I SERVICE /-7.57 HDPE 0 0. IlNi.= I'�O 7.12 74 K 7.44 US OUT 8.00:�' 7.66 ZA - - - - - - - - EASEMENT 7,87 S.25 74LITFALL I 7.45 8.35 STUB OUT J LL 10 it INV: 1.89 8.48 INV: 1.65 STUB OUT CLEANOUT 7.32 - MOMFIEft TYK*Jr RIGHT-OF-WAY K -71 INV: 1.53 k TOP=6.87 7.45 STUB OUT +7- 7.1 B$2 -fb 71 1 +7.59 44 7,6 WEIR=6.45 77 INV: 1.87 7 7 i 7.54 8.00 + INV.=4.03 7.,! 19 64 .-7.Ta7 8.00 8.00 7,13 PROPOSED ASPHALT +7.57 OUTFALL 2 + 7.67'7 S+ 2 7.21 MODIFIED TYPE 'E' INLET 6 2 A G r INV: 1.67 TOP=6.87 .9 + �47.23 7.70+ INV: 1.52 +7.79 - - - - - - NUR- - - - - - PROPOSED CONCRETE 7.45 -8.23 HP -6.45 CONCRETE PARKiNG AREA RETAIL SALES 4"a 7,94 INV.=4.05 e,400 S.F. INV.=I. 8.48 FFE= 8.50 o 8.197 oo .6.5 acoog o 7.79 -a.. -oloo DETECTABLE WARNING o o 0 FFEw8M INV: =91 92 INV: 1.67 7.59 MEG 8.00 7.52 17.00 PERVIOUS CONCRETE STUB OUT INii 1=.82 ] STUB OUT INV: STUB OUT INV: 1.72 7?4 2.07 _j 3' CURB TRANSITION 8.07 'r,a I I 1 8 a - - ; N.............. INV: 2.02 71 INV: 2.33 (TYP.) J STUB OUT 8.40 .8 92 LF 6" 8.35 8.48 8.48 I_-.--TYPE,.'C' INLET TOP&7.43 INV: 2.20 IN, HOPE 0 O.5X, 8.48 N 7,.9 -7.86 kE) INV.=1.15 DA=0.01 7.60 7.801 M- 7.86 (S),114V 5 (W) INV.=1.61 7.27 .'C NOUT, V:=J7 ' 7.43--/ -IN'i WIT 7.99 D W.- 2.04 1-96 v I.w .. , - - - b 1:.,.-.T,' ...-- -..i -�4 743 MEG NOTES: &09 N-2 -8.35 ±7.08 1. STANDARD COLOR FOR COAB DETECTABLE WARNING SURFACE SHALL BE YELLOW. ANY 7.6p &7 75 �11 4 q % TYPE OF ADHESIVE OR GLUE DOWN MATS; STAMPED CONCRETE OR ANY VARIATION 7.5k J OTHER THAN WHAT IS SPECIFIED ABOVE WILL NOT BE ACCEPTED BY CITY OF ATLANTIC BEACH. COAB WIU- CONSIDER ALTERNATIVES THAT ARE EQUAL TO THE Z PRODUCTS SPECIFIED ABOVE. COUNTY ENGINEER AND THE CHIEF ENGINEER FOR IV,1. DEVELOPMENT SERVICES WILL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE PRODUCT ACCEPTABILITY. PO I AND 2 STORY COQUINA �:7 6 -V7.98 7.75 A -6, wwr o S'l FFE 177, -7 4 41 A `01 �Z 2. ALL STRIPING WITHIN THE PUBUC R/W SHALL BE 6- WIDE 9.23 34, 3, 7111 -1P %.o 31 N11", 'Z 'o THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE 777 7,85 7.50 7, PAINTED. j -3;5� . I I I ---N�7,422-- 4�1 1 1 �Q4 16 1 --,4, �-, 7.�d7 86 LF 14" 102 2 j HDPE 0 .5X "A 21i 4 Al 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X DATE FEBRUARY 5, 2016 vd, 7 0 -T -A r 5 7 b3 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT pROUECT No. 11400 1.01 '130 f7 ASPHALT. �14 14 9.42 (EXISTING) I DESGINED 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET CI.O. 8,10 \L By JBD TA 4 DPT N't !4k'Aw M,W.", W, ON VM' 1 STORY STUCCO AND WOOOIJRAW,,� N 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. DRAYM BY : 7.78-- \.q. I fi c3. '10 jjav 4 1789" 8' 8 26 4' 9.32r\.Cm. URANJ A, A 7.70 7. COAB APPROVAL OF THESE PLANS DO NOT INCLUDE APPROVAL FOR SCAM : AS NOTED 717 E 4 PRIVATE UNDERGROUND WATER MAIN, HYDRANTS AND FIRE SPRINKLER MAINS. r Ift Date pAwww D 1, LJF =]PLEANOUT' Z0,15 8,24, L -4 j ID E,OwA0.5X', 8. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 1 10-12-15 CITY OF ATLANTIC BEACH 11D -8,20 -23-15 COAS/ FOOT/ SJRWMD 4iol 9. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 2 12 1 CONCRETE PARKINO AREA (E 'STE CLEANOUT TYPE 'C' INLET 7.55 3 02-05-16 COA8 203 LF 12" 8.08 9 L 12" CLEANOUT INV.=3.46 TOP= 50, 10. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE 4 DA= 0.27 NOTED HDPE 0 0.5X INV: 2.65 HD 3E 0 0.5X .5 45 112' 7,95 11,4 '(N) IRV:I a 0 -8.20 (W) INV: 1.58 7.82 111. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. L6 COVER C 0 12. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE 27 COORDINATES FROM CLARY AND ASSOCIATES. -g- 90 13. PLANS ARE NAVD 88. 8.31' 1, -+- L7.77 7.41 87 0 7.96, ask, 0%1 Sim-, 14. SIDEWALK SLOPES SHALL NOT BE GREATER THAN 2% CROSS AND 5% &S3 3. INAL -0 8.32 C A a gj LONGITUD 0. - - ,; C;W S, r 40 8.29 2*A CD n CONC Swx CONC DRIVE a=- 8.48 'A ago-,,- - MEG B "J"I"I'16 J 7195 INLET :L8.26 0 F OP= 7.30 DA= 0.19 AC MEG± s I THS DRAW11ING NOT FELEASIM FOR ±7.82 ±7.50 (N) INV: 2.60 a/p 7.84 &45 844 (E) INV: 2.60 M044ALT 0ON87FLICTKM UNLEW 90 NOTIEED ABOVIE ry 11�37 AT NTIC BOWILEVARD C,41 ASPHALT SHMT MILE - :: 1-1 1 (w ww) r CURS < GRASS ISLAND 0 ---------�t==- :71 EP TO ft 0,5 IN JVV Y.-J�,13 PAVING, GRADING 72 V < kTLANTIC, FIOULE'�`V;i, GRASS ISLAND (105$ R/W) AND DRAINAGE PLAN 0 Z <1 < @ ASPHALT ....... Ld VICE AV. CD ASPHACi 33 C4.0 TIA*�41 INV N-3.54 E; OP 0 OFFICE COPY 8 H E E T TE - I I I I � . � - K , , � , , I ,rAffffrfiwMwM ME� =a . — , - ,- I � I I I -- . I :, ,,,,�:�,�... :, I I 11 I � .— : 11, I , I I I I I � - I I I I 11 I I I I ,I I I I I 1,- I I I , , I I-- 1 11 I III I ! 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I : SAN BOT= 4.38 2 411 1 I.' I : 11 I . . i � . ;� :, I -� ....11.... .......... � I ......... .... . - - � �� 1117 . AUTOMOTIVE � � �� 1� . C, i I I I Ak . . � I ,� � - I - �, � �, " . ' 11 1�1 I . . - . . , : : . , - . . I I , � � : STRM TOP= 3.38 ... . r . . . . . . . - , - � . Z � � I � . � I I � I ; / I � I I - : , I - 11 .. - . � . . A z ; r�l 11 I . <1 �, . . : , , 'I'' i . ."� : I I I I I- , , q � - - - - - - - - - - , F I I , % , I . . ? I I . I : - I . , ; I `? I . : � , , I i ; I I :, ":, , - I . ; � I , I I I � 11 I - I � I I I 1. I I -A / t I i I . � I Z - ... ill I . 11 - I / I x I SERVICE . . I I i . � I I I . I I I I I I I � . z I I 1� I I 11 8. 1 � i : I I _j I . I � I I ; � . ,�,, 1 : _j 27 LF ' L J I I I I I . NOTES: � . �Z. , I I � ' I � ; I I I . . . . . .. - - - - - - - - I I 11 \ , I MIN 200 LB CAPACITY PVC 0 0.5% PVC @ 0.5% I . . . . . . . - . - . - � - . - . ; , �. � ` I I I . ' � ; I"I , I " I I I . - . . I I ; __ I I ; � �, �, 11 �"I I I I � 11 - I i -1 � I I � I I I . . I I I I � - 9 I I I 11 I I I I . . I I I I I I . � � I 11 � I I I I I I I i � � �. I - I I -� _'��, ��, t ''I x � __ I I I 1; I I ',�,��- ��- 1 1 11 I I �', (SEE MEP PLANS) - i I � I I x 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY , � I % I ___ 'I I I . I I I I I i I I I I . ; . , : . ' ; " . 11 I : 11 I I I I I ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. . ; I I I i . \, I I I I SANITARY SEWER STUB--////t/ , I j . ! I I I � " I I . � . . I I . I 1.1, " . I I I I I .-1 _L � I I I I I I . . I I � - - . . %, � I I I I I 11 . . 1%� I I - - � I I I I . 11 I I 11 I I . . , I I I (SEE ARCHITECTURAL PLANS 8� 11 I x . . . . . . . . . . . . - ; . I ,��, �9 e��r% - 9, I I � I - . - . - , - . . ; . I I I I r ,, r I : . I . I r I I , , I r /4,r/114 I I . 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY ,I I I ,� I I I -_ : .. I I I I I , I 11 11 . I -1 I I", FOR CONTINUATION) I I I I 11 I I I -_ I - I w I I I � 9 1 1 9 r I I�_/ 1 9 1 1 1 ': I . I i . r CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED ' � I -_ � "I r I I I I r I I� I 1 9� I . -_ . i 48 HOURS IN ADVANCE THROUGH COAB INSPECTOR. r I � I i . - I '�.' 90.'r BEND , INV: 4.23 � ,�� I ''I' I I . I ; I / r I I I I I I I _� . � i I I I I SANITARY SEWER STUB � I I " I � , 11 -_ � � . I I I �J" STUB--\ x . - : . � . . . - - - - - - - - - 11 c . . i . . I r 9 1 : 11 0 1 1 r r I, , -_ - . 3. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. . r. (SEE ARCHITECTURAL PLAN � I I I I I I I ,� I� --- . . � 1 - : I r . I � r . .� � "�' " ,, I ,,r 1 9 . CONGRE'E �;ARK�N`l A�'EA 1" HOSE BIB " POTABLE WATER STLIB-/' S RETAIL SALES - I I --- � . /11 " I I � I � I * I i RATED. . I I FOR CONTINUATION) ".1 I --- - I I ;. i� (SE I ' I � I " I I I � I � r I � 9 i I I I ,r �I . � s I , � 9 INV: 4.68 � � �T11 , I I 1 9 1 x I . L - - �� . 'r E ARCHITECTURAL PLANS , ,, r I I 1. TEE 11 " FOR CON:rI9UAT1)N) ,: 63,400 S.F. t", I I I I r . _� - - ,_ ,_ X_ X- X- X 1 4* CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY I i I I I .1 r I I I 11 11 I I , --- :�:� ---- , � i -,, I ,r 1 9 11 I I I . _� - Y, I CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ;' �, ,��, ,, I --- . � ''I I . I . ": I � . I ,�I I,I I I I r " ,]= , 9 9 5:�� -_ . � I I . . I I ____ i,I X I � I , - . . r I r � - � ,-, J" REDUCER r ,, FFE= 8.50 ; , 9.........� , , I I , � � ENGINEER IF LOCATIONS DIFFER FROM PLANS. i 1 . I I I I �_ ,.� I , �__ I -", . I . ; I 1 9 1 /, I I I - ,, ,,; : � I I I. � I - �,',�� t ,.: , r I I ::::�'.- ,�', ; . 11 . I I I I � r I - I' , , �',-, � � I 11 � , , 1 1 1 - - ,Z ',"g,", � � / I I I �:� I" �,, " I 1 9 91 11 I )k ""A ,� % I . 11 1 , r � I I I �, � 5. 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COMPACTED Fax 904.730.3413 BACKFILL 7 TYPE "D" HEADER CURB 112:1 MA 8 Bc+12"MIN. Bc+12"MIN. CONC. CURB TOP OF PAVEMEN�'__-'_ SLOPE SHEETING C I SHEETING- BC JOINT SEALER OHL OHL OR GUMR PROFILE www.prosserinc.com 10 �41 Florida Certificate of Authorization Pa - R3-5L R3-3R 2X MAX -51 - " CURB TRANSITION Number: 00004050 5 1/2' 0**. 0 1" R 24' 00000 oo 1* R b000gion 1/4 Bc T T Case X 4" MIN. 12* 12" 00 NOT 1 Crown 7 8' COMPACTED GRANULAR BC SHAPED BOTTOM 6 3/8' 7 7' Cold Mix 0* WARNING SURFACE SUITABLE PER CH. I I FLORIDA BUILDING MATERIAL UNDISTURBED SOIL CODE CrRUNCA7ED DOMES - SEE DETAIL) i - W i (;:I 'ZI 0 00 0 0 0 0 OM. 36- DEPTH IN DIRECTION HALF SECTION HALF SECTION HALF SECTION HALF SECTION Limerock Base OF TRAVEL-FULL WIM) SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH CITY STANDARD MEDIAN CURB 'ZI IZ3 <Z3 0 0 0 0 0 (LOW SIDE) (HIGH SIDE) NOTE& X TYPE I I., FOR am me am & amta PROVIDE 0.1W commom mum EVERY iW (mm� CONTRACTION JOINTS 61 MINIMUM Ir TYPE 11 ADJACENT TO CONCRETE PAVING SHALL MATCH THE PAVEMENT CONTRACTION JOBITS , NOT EXCEEDING Ir. O.W R5-11 R1-1 6" Limerock M in. 98% Comp. AASHTO T-180 EVANSION JOINTS SHALL BE LOCATED A MAXIMUM OF EVERY 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES CROSSWALK COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL 2. CONCRETE FOR CUIRBS AND CUM & GUTTER SHALL USA=E A MIL 3,0010 PM WITH SVTNETIC FIBERS PROWDING A RESIDUAL FLEXURAL STRENGTH OF 152 PSI WHEN TESTED USING STM CIOI&47. SUM AS STMIX 90/40 C L A S S "B" APPLIED AT A RATE OF 4.5 1.1111/00 ON APPROVED EQUIVELENT. Temporary Typ e I Repair 3. GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. AUTOMOBILE SERVICE HANDICAP RAMP DETAIL BEDDING u"'ETAIL CURB & GUTTER DETAIL PROPOSED SIGNA U"E 1" Crown STATION W/ MINOR IN R.OW. - - - - - - - - old Mix AUTOMOTIVE SIDEWALK 8" THICKENED EDGE IZI <�j 'ZI <ZA 'ZI -if 6" 0 0 0 0 AGAINST ASPHALT Limerock Base 'ZI 0 0 SERVICE SEE DETAIL 1.5" ASPHALTIC CONCRETE TYPE SP-9.5 3" ASPHALTIC CONCRETE TYPE SP-12.5 0 0 0 ABUITT ASPHAI 71C (2 LIFTS OF 0.75") A CONCRETE CONCRETE (SEE SHEET C4.1 FOR JOINT SPACING). I 4,000 PSI FIBER REINFORCED 98% Comp. AASHTO T-180 ,_-TACTILE WARNING SURFACE PER CIL 11 to FLORIDA BLD0. CODE Ow.) 4 RAW CURB-"/ (EXPOSED A99KCATE-RIVER ROCK MIX) 777 emporary Typ e I I Repair IN (FULL WIDTH AND DEPTH OF RAMP) RAMP CURB Ditch Width(W) +4' Min. 00000000 6" COMPACTED CRUSHCRETE OR LIMEROCK 8" COMPACTED CRUSHCRLTE OR LIMEROCK Surface Replacement 0* 0* D VIA. 0.0 46 0 .0.0 o 41 BASE MIN LBR 100, 100% MAX. DENSITY, BASE MIN LBR 100, 100% MAX. DENSITY, Consistent W/Exist. 0: AASHTO T-180 AASHTO T-180 4 CRUSHED CONCRETE, MIN LBR 100, 00% 1/8" To 1/4" 6$0 Smooth Saw Cut MAX DENSITY PER AASHTO T-180 12" CONSTRUCTED SUB-BASE 12" CONSTRUCTED SUB-BASE 1 1/4" Min. MIN. LBR 40, MAX. PLASTIC MIN. LBR 40, MAX. PLASTIC Surface 12" STABAUZED SUBGRADE MIN LBR 40. MAX PLASTIC INDEX 6, INDEX OF COMPACTED TO INDEX OF 6, COMPACTED TO 'ZI 0 0 1FI`OVE EXISTING CURB N"-\STMDM ON MEMAN COMPACTED M A DENSITY OF AT LEAST 1OOX MAX DENSITY PER 98% MAX. 66ENSITY - AASHTO, T-180. 98% MAX. DENSITY - AASHTO T-180. Limerock Base T Jk GUTM TO CONSTRUCT TRANSITION CUM 'k GWU AASHTO T-180 Limerock Replacement Base HANDICAP RAMP DETAIL LBR 75, 100% Max. Density 1.5 CONCRETE PAVEMENT ECTION ONSITE A%07rrmrjlALT PAVEMENT FDOT ROW AW"HALT PAVrPom"ENT AASHTO T-180 Ditch (W) ON SITE -,'A- Compacted Backfill 98% 6" PERVIOUS CONCRETE Max. Density AASHTO T-180 4" WIDE PAINTED WHITE 1.5" NO. 8 AGGREGATE (WASHED) LINE OR CURSING CL 1 22t Min' 12" Min. Varies Permanent Repair -------- Note: In Some Cases Portland Cement Concrete May Be Considered L Or Required By City Engineer For Surface Replacement. DATE FEBRUARY 5. 2016 E TYP. pW&= M 11400 1.01 0 10" GRADED CRUSHED AGGREGATE PERVIOUS STANDARD PAVING REPAIR DETAIL DEgla*D 13y JBD 4 SLOT OPENINGS SHALL BASE COURSE (WASHED) I NOT BE IN WALLS BRICK NON WOVEN GEOTEXTILE ON BOTTOM AND DRAWN 13y : DPT WITH GRATE SEAT (0 2"x2"0/2" U U SIDES OF BASE COURSE SCALE AS NOTED 0 N 40 1 3" 6" STABILIZED SUBGRADE (95% MODIFIED COVER 2- #8 @ 6 0.C. 4' WIDE PAIIHTEID WHITE LINE PROCTOR MAX DENSITY, MINIMUM LBR 40) Na Date PAMMM NOTE: CONC. DESIGN DETECTABLE WARNING STRENGTH NOM* ALL GENER& TRAFFIC STRIPING SHALL BE 0 6" WHITE PAINTED LINE SURFACE IN 1 10-12-15 CITY OF ATLANTIC BEACH 1000 P.S.I. _j WIDE PAINTED W= USING WHTTE MAFFIC DIAGONALS 0 60' ACCORDANCE WITH A.D.A. - -15 COAB/ FIDOT/ SJRWMD MARKING PAW "ruffiVIOUS" CONuo"RETE m"CTION' EQUALLY SPACED (SEE FLORIDA BLDG. 2 12 23 CODE, CH. 11) 3 02 16 COAB 5, 69 -05- 01 - F 0 V) 7' MOUNTING HEIGHT EYE BOLTS TYPICAL F'J'%'Mr%1NG -QC'IkCE LAYOUTS /12:1 MAX. HC SIGN NO. FTP 26 F-- (SEE PLATE 2'--0 6 Uj 3 1/2- 12:1 MAX. LIJ D-210) 2 1,f4w m 0 0 Uj 0 3 1 T 2 1/410 ALL EXPOSED CORNERS HC SIGN NO. FTP2 0. d--__-_o o. AND EDGES TO BE TYPICAL AT Z T2 7) -1 J F NISHED OWE MAX 2X CROSS SLOPE FINISHED GRADE ALL ACCESSIBLE CHAMFERED 3/4- am 0 0 0 0 0 0 T) MATCH TOP 61 WIDTH UNLIM OTWRWISE NOTED TO MATCH TOP PARKING SPACES PARKING 3Y PLAN OF SIKWALK OF SIDEW= DISABLED Ld PERMIT U-) (0 r- 00 -0) ONLY 0 2"x2*xl/4* ANGLE IRON GRATE PRECASTIN ACCORDANCE THIS SIGN TYPICAL WHEELSTOP WHERE Z SEAT (SEE PLATE D-209) SHOWN ON PLAN WITH LATEST EDITIONS `1 14 ALL VAN ACCESSIBLE 0 OF ASTM C 478 PARKING SPACES (ACCESSIBLEJ 2" X 6" LUE PAINTED LINES #4 0 12- O.C. B.W. MANHOLE COVER AND FRAME H 0 PENALTY SIGN WIT 0 NOTM: L PER CITY OF JAX. STD. WORDING AS REQ D 60 G 1. CONCRETE SHALL BE 3.000 PSI, MAX SIJJMP V BY STATE OR LOCAL LAW 2" X 9" WHITE HANDICAP THIS DRAWM NOIT RELEASED FOR ROUT Z I VARIES 1. COHMOL. JOINTS TO BE AT SPACM EQUAL TO WIDTH OF SIDEWAIX. 2"x 2" STEEL TUBE SYMBOL CONSTRUCTION UNLESS 80 NOTED MAX. DEPTH 15' & SIDEWALK WIDTH TO BE V WHERE ADJAWIT TO PARIONG/ROADWAY. W/WELDED TOP CAP ABOVE BRICK 6' ANCHORED 24" IN Of A 29 JOINTS WHEN REQUIRED ot 6" WHIT� GROUT, OR -RAM-NEK- MAX 2%CROSS SLOPE SOLID CONCRETE C) SHEET TffLE 2" CLEAR GROUT, "RAMNEK" OR "0" RING JOINTS 1 .4 .4 4" .4 SLOPE < PIPE MUST WHERE REQ'D. 4 .4 .4 4 6" 1 OF 0 BLUE 60 BLUE NOT BE IN CRETE COOPI GRADING AND 1120/F r. PAVEMENT Cn GROUNDIPAVING 12@- Ow #4 0 12" O.C. B.W. CONST. JOINT 8" .4 SURFACE LLJ DRAINAGE Ld 0 COMPACTED : % q �6" M PIPE MUST NOT BE IN < > LIMEROCK BASI CONSTRUCTION JOINT 2" CLEAR ?P9/ NOTE: DETAILS FT. 6" WHITE PAINTED LINE Z CONCRETE SHALL BE 3000 PSI HANDICAP RAMPS, SPACES AND SIGNAGE < PIPES SHALL BE FLUSH MAX.SLUMP 5" WHEN ADJACENT TO SHALL MEET AMERICAN NATIONAL STANDARD WITH INSIDE WALL MIN. _j N STABILIZED STANDARD SPACE Al 17.1 AND ALL APPLICABLE CITY AND PIPES SHALL BE FLUSH F- SUBGRADE < BEARING CAP STATE REQUIREMENTS. 2000 P.S.F. WITH INSIDE WALL. NOTE:WHERE SIDEWALK ABUTS BUILDING V-6" @ #4 0 6- O.C. B.W. SEPARATE WITH A 1/2"PREMOLDED Ld MASTIC STRIP CONTINUOUS ---MINIMUM BEARING CAPACITY 2000 PSF < 0 STORM SEWER TYPE J 1 % 4 STORM SEWER TYPE IN"LET t'015"IDEWALK SECTION SIGN NO. FTP 26 HANDICAP PARKOING AND STRIPING THROUGH J-1-F MANHOLE 0 0 7-,E� 0 17;' 8 H E E T el" P 5' GAT JE "E COPY _oi TM to APEROX, 24D LOS, C*4 El Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 RAISED UETTE tS (9CITY OF ATLMTIC Jacksonville, Florida 32224-0229 UU %1jUU U U U U U U U_ MACHO) IN I*S V�t.13/40 TALL r- r- FLUSH VATH TOP Office 904.739.3655 C14 17 C14 GRATE ODETAIL FOR RAM arm in Fax 904.730.3413 OJOSANI" ERO) I k WITH Z"OF ..... COVER www.prosserinc.com U U U U U C'j TYPE V INLET CAST IRON FRAME k4D Florida Certificate of Authorization COVER, U�L FOUNDRY r H 0 - Number: 00004050 L 855-U. OR APPROVED ............. I i r,/8" 1 7 8" EQUAL 2 1/8"- 9718" _� [-!--Y 35 7/8 2 7/8-._ 2- CONCEALED 15 ELM PICK HOLES ............................ REQUIRED _j I H I LLL I= L-L I lij I_LL 1 1/8" X 1" X 1" BEARING PAD 1 1/299 /8- 1 4' ORNAMENTAL F�NCE--,� RETAINING WALL -(BY OT 35 1/8" FRAME AND COVER SMM HALT- HERS) BE MACHINED OR 10 TOP=8.00 GROUND AT ALL BEARING SURFACES SO AS TO SEAT FIRMLY AND PREVENT TOB EL 8.00 ROCKING 25 YR/ 24 HR STORM EL 6.87 PLAN "X,:� F1 -NORMAL WATER LEVEL 4.20 -V_A_YRZ 24 HR STORM EL 6.77 5 MEAN ANNUAL WATER EL 6.62 PAMEM GROUT IN ETAINING WALL ,K7NORMAL WATER EL 4.20 UNPAVED AREA'S STRUCTURAL ENGINEER TO (BY OTHERS) 11r CCOUNT FOR PIPE INVERT, + A AUTOMOBILE SERVICE, 3 3 INV= 1.0 STATION W/ MINOR AUTOMOTIVE 15" HDPE 0 0.50% 2 2 BOTTOM -1.8 POND BOTTOM GROUT EL. -1.8 SERVICE -5, NOT TO SCALE F7 -SECTION- 0 51" 10 15 20 25 30 35 40 MANHOLE FRAME AND COVER DETAIL SCALE 1*=5' N.T.S_ CROSS SECTION D-D POND SECTION COAB SANITARY MANHOLE COVER 15 NOTE: 1. USE MODIFIED TYPE 'E' OUTLET RETAINING WALL < FOR CONTROL STRUCTURE. (BY OTHERS) 4' ORNAMENTAL FENCE 2. PIPE MUST NOT BE IN TOP=8.00 CONSTRUCTION JOINT ASPH�LT 3. CONC. DESIGN STRENGTH 10 _ T J 4,000 P.S.I. Ir RCP 2.77" ORIFICE DRILLED _L CONCRETE PAD IN CENTER 30 PVC THREADED CAP 1100 IRCP NORMAL WATER LEVEL 4.20 5 C14 CONCRETE PAD STRUCTURAL ENGINEER TO ACCOUNT FOR PIPE INV ERT, 00 C14 SIZE AND AN GLE. 1/4- ALUMINUM OIL INV= 1.0 SKIMMER WITH 1/2- NOTE: 0 GALVANIZED ANCHO�_� 1. USE MODIFIED TYPE 'E' OUTLET FOR BOLTS. 1 so O.C. CONTROL STRUCTURE. L 18" HDOE 0 0.50% 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT BOTTOM -1.8 3. CONC. DESIGN STRENGTH 4,000 P.S.I. 1/4- ALUMINUM OIL"'� FEBRUARY 5. 2016 SKIMMER WITH 1/2- DATE GALVANIZED ANCHOR -5 E ........ a- BOLTS. law O.C. PRIO&CT NO. : 114001 01 r- + - 35 40 0 0 51 10 15 20, 25 so DESIGNED By : J 8 D 4 + SCAIE 1"=5' DMVM By : QPT I _P LA N 1/4- ALUMINUM OIL �2 i WALE AS NOTED 0 SKIMMER WITH 1/2- PLAN CROSS SECTION C-C C*4 GALVANIZED ANCHOR TOO EL 8.00 Ld BOLTS. 180 O.C. 1/4- ALUMINUM OIL Ift Dat* PAwww SKIMMER WITH 1/2- MODIFIED TYPE "E" STRUCTUR�\ GALVANIZED ANCHOR TOB EL 8.00 1 10-12-15 CITY OF ATLANTIC BEACH BOLTS. Ian O.C. 2 12-23-15 COAB/ FDOT/ SJRWMD TYPE OE" GRATE� X SCALE 1"=4' Y SCALE 1"=2' 3 [02-05-16 COA9 OIL SKIMMER/GRATE EL 6.87 ODIFIED TYPE "E" STRUCT1110C 01 25 YR/24 HR 3: /-8- RETAINING WALL TYPE "E" GRAT��, 21.5' 14.3' 2' DROP CURB 7 (BY OTHERS) OIL SKIMMER/GRATE EL 6.87 9 - -. ____--- � ---I U) t7.85 17.82 25 YR/24 HR _�, I 11,1,14�9 I n RETAINING WALL 5' SIDEWA bi MEG--N Y OTHERS) 280 WEIR EL 6.45 72-!t,-_� TRASH VA" Z "T' BARS 280 WEIR EL 6.45 7 6* O.C. TRASH E 0 =M -11 E BARS Z NO RMAL WATER EL 4.20 11 6" O.C. 6 0 Ln BOTTOM SKIMMER EL 3.2 NORMAL WATER EL 4.20 71- 0 CONCRETE PAD BOTTOM SKIMMER EL 3.2 5 THIS DRAWNG NOT FELEASM FOR 12" RCP 0 5 10 15 20 25 30 35 40 UNLESS 80 NOTED TO OUTFALL Z CONCRETE PAD ABOVE 2.77" ORIFICE -13 15" RCP CROSS SECTION B D TO OUTFALL SHEET TITLE INV. EL 4.05 < 31: X SCALE 1"=4' 4 0 GRADING AND A 4'4 -4 i INV. EL 4.03 Y SCALE 1"=2' SUMP EL (FILLED W/ 14 21' 5.25' 5' SIDEWALK 4.5' MEG < CONCRETE FROM INV. RCP 4 ' DRAINAGE 411.11 bi LA_ A A. TO BOTTOM OF STRUCTURE) A 4 9 M 4'? ±7.86 SUMP EL (FILLED W/ ±736 L) #4 0 12" O.C. B.Wj CONCRETE FROM INV. RCP DETAILS X A)I TO BOTTOM OF STRUCTURE) 7614 1, 1 Z MINIMUM BEARING a < 0 - i. .7 _j #4 41 12" CAPACITY 2000 PSF O.C. A Im < #4 0 6" O.C. B. MINIMUM BEARING D W 1 F=.-. ..I I- 7 @ SECTION CAPACITY 2000 PSF �1 �1 I Lj O.C. B. #4 0 6 -1114 -,.I I F (D V.: < MODIFIED TYPE "Ew CONTROL STRUCTURE SECTION 6 NOT TO SCAILE C6.2 FD MODIFIED TYPE "E" CONTROL STRUCTURE 5 0 NOT TO SCALE 0 5 10 15 20 25 30 35 40 CI- 0 X\ 8 H E E T OUTFALL STRUCTURE 2 OFFICE 00PY OU OFALL STRUCTURE 1 CROSS SECTION A-A A, L 6\ .87 !av_ ro L 6\ .87 A� TU 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 GATEI AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE WATER SERVICE MARKER REQUIRED FOR NEW DEVELOPMENT AREAS (SEE NOTE#4) SET AT FINAL GRADE (NOTE#7) CO-POLYMER METER BOX &COVER WITH TOUCH 00 READ (NOTE#1) METER COUPLING (NOTE#4) 12" CURB STOP (MAX) LOCATE WIRE PIG TAIL END (12" LONG)\ Z CORPORATION STOP REQUIRED ON ALL SERVICES REGARDLESS OF SIZE. (CONNECTED DIRECTLY INTO SADDLE) METER C14 (NOTE#4) CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW SET CURB STOP AS PREVENTER(IF APPLICABLE) CLOSE TO WALL -1"AS DOUBLE STRAP SADDLE 2 POSSIBLE (2 MAX) SET METER ON UNDISTURBED (SEE NOTE#2) SCH. 40 PVC WATER OR COMPACTED SOIL SERVICE LINE (1 OOLF MAX., NOTE#3) DATE FEBRUARY 5. 2016 E ACCEPTABLE RANGE FOR pFK)XCT Na : 114001.01 WATER METER BOX COVER MUST TAPS 0'-450 BE TOUCH READ LID. DESOM 13y : JBQ DRAWN 13y ; DPT DISTRIBUI ION MAIN 0 9CXE AS NOTED C14 Ld NOTES: 0 N06 Date PAMMM -0 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 1 10-12-15 CITY OF ATLANTIC BEACH LL_ 2 12-23-15 COAB/ FDOT/ SJRWMD 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW V WATER SERVICES WHICH ARE INSTALLED ON A DRY 10"SIZE OR SMALLER 3 102-05-16 COA8 WATER MAIN(NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12"SIZE AND LARGER,A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. Uj 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS THE METER(V MINIMUM)AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS Z APPROVED OTHERWISE BY COAB PU LIC WORKS, 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS"NOT IN USE"(I.E.: IF NO METER IS INSTALLED).WATER SERVICES SERVING VACANT LOTS(SERVICE NOT IN USE), SHALL INCLUDE A"W"CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND 0 PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER Z SERVICE IS"NOT IN USE",A LANDSCA:IE TIMBER OR 3x3 MIN. P.T, POST(TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). C� THE REMOVAL OR TRANSFER OFAW ER SERVICE SHALL INCLUDE BRASS METER COUPLINGS(HEX ON BARREL TYPE). 0 0 5. NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 7M DRAWM NW MEAM FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. CONSWR.1107M LKM 80 NOM Z Ld AWVE fr 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX(i.e. NO DIRT,TRASH OR OTHER DEBRIS ry D PLACED ON TOP OF BOX). SHWr ME 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. SEE PLATE W-44. WATER SERVICA"E DETAIL— 2" AND SMALLER GRADING AND DRAINAGE Ld METER PLATE W-2 DETAILS Z F_ Lij 0 C6.3 0 0 J. al"Ow 0AV1% 0711 P y No. 02578 A 8 H E E T M" n W Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 BINDING WIRE STAKED AND ENTRENCHED www.prosserinc.com NOTES: OR TWINE STRAW BALE 1.EXCAVATE THE TRENCH COMPACTED SOIL TO Florida Certificate of Authorization 48"MIN.METAL FENCE POSTS DRIVEN 2.PLACE AND STAKE STRAW BALES PREVENT PI PING WOVEN WIRE FENCE INTO GROUND A MIN.OF Z-O" GRAVEL(12"MIN. DEPTH) (MIN.14 GAUGE;6"MAX. 3.WEDGE LOOSE STRAW BETWEEN BALES Number: 00004050 MESH SPACING) FILTER CLOTH(MIRAFI,POLYFILTERX 18"MIN. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. (MAX.) OR APPROVED EQUAL) RUNOFF WATER SEDIMENT LADEN W/SEDIMENTS FILTERED RUNOFF RUNOFF SEDIMENT 41, Z 0 IV/ CjN FILTERCLOTH 0 TRENCH LL 0 U U U r.71 BACKFILL TRENCH WITH CONSTRUCT, AREA EARTH AFTER PLACING FILTER CLOTH AA 6" WIRE MESH D WATER CONSTRUCTION SPECIFICATIONS 6"MINIMUM El 5i TJ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A A SPACED EVERY 24"x 24". B 2%3"STONE MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT OF PROPOSED ENTRANCE CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. SPECIFIC APPLICATION DRIVE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS AUTOMOBILE SERVICE FUNCTIONAL CONDITION. 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 POINTS'A'SHOULD BE HIGHER THAN POINT'B' WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. STATION W/ MINOR PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY ' AUTOMOTIVE r%ft FILTER FENCE GRAVEL & WOW"E MESH Cm"Woor INLET SEDLEM FILTER STRAW BALE 100rA%rmffw="�R CONST RUCTION ENTRANCE LrAQT AL SERVICE DROP INLET WIGRATE DROP INLET W/GRATE EROSION AND SEDIMENT CONTROL NOTES 13 a _L0 a 0 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs 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 Z 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 not erode. 3. Additional Protection-On-site protection must be 0 0 0 a provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, .................. . ................ specifications and St.Johns River Water Management District 4. Contractor shall ensure that all drainage structures,pipes, Perm it. STAKES etc.,are cleaned out and working properly at time of FILTERED STRAW BALES STAKED acceptance. 24. For additional information on sediment and erosion control WATER W/2 STAKES PER BALE refer to"The Florida Development Manual-A Guide to Sound BURLAP FABRIC 5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management"from the State of Florida COMPACTED SOIL STAKED extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation(FDER),Chapter 6. RUNOFF WATER ..... TO PREVENT PIPING STRAW BALE structure. Hardware cloth or comparable wire mesh with 1/2- W/SEDIMENTS .... RUNOFF WATER WATER is necessary,the strips shall be overlapped. to all wetland areas where there is potential for downstream W/SEDIMENTS 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction. .. .......... pt ...... ..... least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed,fertilized,mulched and rA VA as indicated on detail. The depth of stone shall be at shall extend beyond the inlet opening at least 18 inches on maintained until a permanent vegetative cover is established. all sides. DATE FEBRUARY 5. 2016 BURIED ....... .. ..... ZIDROP INLET 27. Sod shall be placed in areas which may require immediate BURLAP FABRIC E .4. . ..... W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and pFKMCT No. : 114001.01 00 no longer adequately performs its function,the stones must be maintained. 0 4 SPECIFIC APPLICATION pulled away from the inlet,cleaned and replaced. 28. Any discharge from dewatering activity shall be filtered and DESOM By : JBD I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY 8. Bales shall be either wire-bound or string-tied with the conveyed to the outfall in a manner which prevents erosion and MAWN By : DPT (0 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. 0 (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. 29. Dewatering pumps shall not exceed the capacity of that which SCME : AS NOTED C14 RELATIVELY FLAT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND 9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St.Johns River Ld RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. FLOWS(NOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO inlet,with the ends of adjacent bales pressed together. Water Management District. ft Deft RevIdW 0 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,siIt 1 10-12-15 CITY OF ATLANTIC BEACH LL_ &N rn trench shall be excavated around the inlet and width of a bale screens,hay bales and grassing. All fill slopes 4H:IV or 2 12-23-15 COAB/ FDOT/ SJRWMD BLJRLAP DRW INLET WENT FILTER SI 1AW BALE DROP INLET SEDIMENT FILTER to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. 3 102-05-16 COAB tm the excavated soil shall be backfilled and compacted against the filter barrier. 31. All dewatering,erosion,and sediment control to remain in place after completion of construction and be removed only when FLOW W 11. Each bale shall be securely anchored and held in place by at areas have been stabilized. F_ FLOW least two stakes or rebars driven through the bale. Ld 32. This plan indicates the minimum erosion and sediment control L.Li 0 170 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is A' from entering between bales. responsible for meeting all applicable rules,regulations and Z water quality guidelines and may need to install additional < 13. Close attention shall be paid to the repair of damaged bales, controls. U) LLJ end runs and undercutting beneath bales. FLO 33. All excavations and earthwork shall be done in a manner to W 0 FLO minimize water turbidity and pollution. Discharge shall be Z 14. Necessary repairs to barriers or replacement of bales shall be - accomplished promptly. controlled and rerouted through hay filters,siltation diapers 0 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 0 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 �4_ SEDIMENT-LADEN DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximately one-half the height of the barrier. Administrative Code. RUNOFF AS THIIS MA%VM P= FELEAGM FOR 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 CONSTRILIGIM UNLESSI 80 NOM Z RUNOFF WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by AWVE W/SEDIMENTS FILTERED WATER the existing grade, prepared and seeded. raising channel bottoms and/or clogging outfall culverts. SHEET 71111LE 17. Silt fences,straw bale barriers and filter barriers shall be inspected 35. The Contractor shall pay for any water quality control violations from any agency that results in fines being 0 MI immediately after each rainfall and at least daily during prolonged assessed to the owner because of the Contractor's failure to rainfall. Any required repairs shall be made immediately. EROSION AND eliminate turbid runoff from leaving the site and raising STORM WATER WITH EP OL 18. Should the fabric on a silt fence or filter barrier decompose background levels. FOR LARGER PARTICLES LARGER PARTICLES or become ineffective prior to the end of the expected usable SEDIMENT REMOVED EWATER111 SETTLE OUT life and the barrier still be necessary,the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, LLI DRAIN INLET replaced promptly. including any applicable NPDES permits. SPECIFIC APPLICATION CONTROL 19. Any sediment deposits remaining in place after the silt fence THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed to DETAILS , Z conform with the existing grade,prepared and seeded. 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 Permit for certain Stromwater discharges.This NPDES program requires that if the magitude of construction sctivities covered by the WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. general permit are above certain thresholds,then a Storm Water Pollution Prevention PLan(SWPPP)is required.Also involved are certain Ld certification,notification,inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992& titled"Storm Water Management for Construction Activities-Developing Pollution Prevention Plans&Best Management Practices. It is the < Contractor's responsibility to determine if this project requires an NPDES application and notification and, if necessary,prepare,submit and maintain the required documentation in compliance with the EPA guidelines and criteria. 4%A ptr EX%.#1%VATED DROP INLET SEDIMENT TRAP SOD DR%X1 INLET SEDIMENT FLTER C7.0 0 0 OA' &-Ok,dF00 'A 8 H E E T OFFICE COP"Y' DATE:" TM Community- anagement- 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 S T 0 R M W A T E R P 0 L L U T 1 0 N P R E V E N T 1 0 N N 0 T E S CITY"S REQUIREMENTS CONTRACTOR'S REQUIREMENTS SITE DESCRIPTION GENERAL CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS SILT FENCE WILL BE IN ECTED FOR DEPTH OF SEDIMENT. TEARS, UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED M THE 3.600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH TO SEE IF THE FABR:CSIPS SECtJRELY ATTACHED M THE FENCE PROJECT NAME AND LOCATION: RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSTE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. POSTS, AND M SEE THAT THE FENCE POSTS ARE FIRMLY IN THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL THE GROUND. REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT AND TURBIDITY CONTROL PLAN. IN ADD111ON THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATEFIAL- NO E)(CAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF OWNER NAME AND ADDRESS- SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT CATE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS M DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN * ORIGINAL LABELS AND MATERIAL SAFETY DATA VALL BE RETAINED; THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT STE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE NTH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL OF THE JOB, WHICHEVER COMES FIRST. OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES THE SYSTEM INTO OPERATION. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN. RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED. DESCRIPTION: SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. AUTOMOBILE SERVICE SEQUENCE OF MAJOR ACTIVITIES: THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE INSPECTOR IS ATTACHED. STATION W/ MINOR SOIL DIS11JRBING ACTIVITIES WILL INCLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: OF SEDIMENTS. PETROLEUM PRODUCTS THE REPORTS WLL BE KEPT ON STE DURING CONSTRUCTION AND CLEARING AND GRUBBING; EARTHWORK, PAVEMENT AND GRADING: 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST M THE OWNER, ENGINEER OR ANY STORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE CURBS & GLITTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE M REDUCE THE CHANCE OF FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AUTOMOTIVE AND SEEDING. Z INSTALL SILT FENCES AND HAY 10. APPLY BASE M PROJECT DIRECTLY OFF-97E SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED EROSION PLANS, OR STORM WATER MANAGEMENT PLAN& THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UN71L THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS 041CH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES STORM WATER POLLUTION PREVEN71ON PLAN FOR AT LEAST THREE RUNOFF CURVE NUMBERS: CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT M THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPUED ACCORDING TO THE MANUFACTURER'S YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED SERVICE 1. PRE-CONSTRUCTION - - SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS 2. DURING CONSTRUCTION - - BASIN 1Z COMPLETE FINAL PAVING 8. TEMPORARY SEEDINr, AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 3. POST-CONSTRUCTION - - 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NO ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WTHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE S17E SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS SOILS. CONTINUE CLEARING AND 14� WHEN ALL CONSTRUCTION NTH A QUICK GROMNG GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WILL WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND SEE SOIL BORING REPORT FOR SOILS DATA COVER DURING THE: SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL M LIMIT EXPOSURE M STORM WATEP. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND SITE MAPS: GRUBBING ACTIVITY IS COMPLETE AND THE LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WLL BE IN A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY CONSTRUC71ON SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE AREAS OF SOILS, DISTURBANCE. LOCATION OF SURFACE WATERS. WETLANDS, 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION D MULCHING. SLOPES STEEPER THAN 6:1 THAT THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSBLE FOR SEALABLE PLASTIC BIN To AVOID SPILLS RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE ON STE AS REQUIRED SWALES/DIKES AND RESEED/SOD FALL 1ARY ING 9. TEMPOR E PROTECTED AREAS. MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS MTHIN=E AZORY ESTABLISHED IN PARAGRAPH a ABOVE SEEING THAT THESE PROCEDURES ARE FOLLOWED. SUPERINTENDENT. THEY WLL BE TRAINED IN ALL THE INSPECTION AND STORM WATER DISCHARGE POINTS. & STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE SEE ATTACHED EROSION de TURBIDITY CONTROL PLAN FOR LOCATION OF STOCKPILES AS SOON AS LOOSE MEASURE 0-7 MULCH MATERIAL CUT INTID THE SOIL OF THE SEEDED EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS PRACTICABLE ALL CONTAINERS VAU_ BE TIGHTLY SEALED AND STORED WHEN NOT WORKING ORDER. SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND AREA ADEQUATE T) PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WLL BE PROPERLY DISPOSED OF ACCORDING 10. TEMPORARY GRASSISIG: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. NON-STORM WATER DISOiARGES 51TE AREA- SHALL BE ROI-LED AND WATERED OR HYDROMULCHED OR OTHER MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS 1. TOTAL AREA OF SITE - - Ac. TIMING OF CONTROLSZMEASURES SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER 2. TOTAL AREA TO BE DISTURBED Ac. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL MO SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. DISCHARGES WILL OCCUR FROM THE STE DURING THE NAME OF RECEIVING WATERS: AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES. THE SILT FENCES TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED MANAGES DAY-TID-DAY STE OPERATIONSAALL BE RESPONSIBLE FOR CONSTRUCTION PERIOD: AND HAY BALES. STABILIZED CONSTRUC71ON ENTRANCE AND SEDIMENT FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER MOM WATER LINE FLUSHING BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRR NG : IF, AFTER 14 DAYS FROM SEEDING, THE CONTROLS OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION M THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL INITIATED AS SOON AS PRACTICAL IN POR71ONS OF THE SITE WHERE PERCENT GOOD GRkSS COVER. THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED To PREVENT POSSIBLE SPILLAGE. THE WASTE VALL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVEN71ON AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). TURBIDITY PLAN HAS BEEN PREPARED M INSTRUCT THE CONTRACTOR ON CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETA71VE COVER, AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA. THAT AREA WILL BE STABILJZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. SEDIMENT BASIN PRIOR TO DISCHARGE. M INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING WITH THE PLANS. AFTER THE ENTIRE STE IS STABILIZED, THE 12. MAINTENANCE. ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERV RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL. ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED M PREVENT EROSION AND SEDIMENT SHALL BE OFFSTE VEHICLE TRACKING CLEARLY POSTED ON STE AND SITE PERSONNEL WILL BE MADE AWARE OF THE STATE AND LOCAL LAWS. REFER To *CONTRACTORS RESPONSIBILITY" FOR A AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOWS CER71FICATION VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE NTH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEYWERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE STORM WATER MANAGEMENT I& PERMANENT EROSION CONTROL- THE EROSION CONTROL FACILITIES OF To THE SITE ENTRANCE WILL BE SWEPT DAILY TO R04OVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP NLL BE KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) COABMS4 CONTROLS THE PROJECT SH LD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT THAT OFFSITE FACILITIES MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A INCLUDE BUT NOT BE LIMITED TO BROOMS. DUST PANS, MOPS, RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED NTH TARPAULIN. GLOVES. GOGGLES. LIQUID ABSORBENT(i.e. KITTY UTTER OR EQUAL). INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED FOR THE PROJECT. AREAS WHICH ARE NOT To BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY M IMPLEMENT THE EROSION AND 14. PERMANENT SEEDIN;: ALL AREAS WHICH HAVE BEEN DISTURBED BY WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WIL. AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST. AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY AS PART OF THIS CERTIFICATION. COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF - ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY M ENSURE THESE PROVIDE BOTH LC*G-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE HAVE BEEN REGRADED, - ACRES LEFT UNDISTURBED. THE SITE DISCHARGES CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4.1 SHALL BE SEEDED AND MULCHED M A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. OR SODDED. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE DATE FEBRUARY 5. 2016 DETEN71ON BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A - DAY ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL E MEASURES, AS REQUIRED,M ENSURE THE STE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM Q_ MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS pROMCT No. : 114001.01 00 SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE. TEMPORARY DIVERSION DIKES MAY BE El Concrete 0 Fertilizers E] Wood CONTACT NTH A HAZARDOUS SUBSTANCE. 0 TYPE OF DEVELOPMENT AT THE 71ME OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. 4 1 REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. Asphalt 0 Petroleum Based Products El Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED M THE DES*Mo Eff : J13D M MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT Tor 0 Cleaning Solvents El Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS Of THE STE BY THE REGULATORY AGENIC3ES. 2. TEMPORARY SEDIMI-24T TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN SIZE OF THE SPILL MAWN By : DIRT TIMING OF CONTROLS/MEASURES Detergents [:1 Paints El Metal Studs AN DRAINAGEWAY AT A STORM DRAJN INLET OR AT OTHER POINTS OF El- El 1:1 REFER M " CONTRACTORS RESPONSIBILITY' FOR THE 11MING OF EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA- THE SPILL PREVEN71ON PLAN WILL BE ADJUSTED TO INCLUDE MEASURES M F= AS NOTED CONTROL/MEASURES. STABILIZATION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER L PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO, CLEAN UP INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT 1.6 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DIKE. CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. NM Date PAVww 0 CERTIFICATION OF COMPLIANCE WITH DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION VATH THE MATERIAL MANAGEMENT PRACTICES -0 FOLLOWING LIMITATIONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS 1 10-12-15 CITY OF ATLANTIC BEACH FEDERAL, STATE AND LOCAL REGULATIONS THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-M-DAY STE Vj LL_ A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. APPLICABLE %ERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL IN ACCORDANCE WITH FEDERAL. STATE AND LOCAL LAW RELATED M STORM B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS IN.CESSARY M PREVENT E)(CESSIVE PONDING AROUND BE USED M REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 2 12-23-15 COAB/ FDOT/ SJRWMD WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. THE STRUCTUR,'_ REFER M D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO 3 02-05-16 COA8 01 PERMITS HAVE BEEN OBTAINED. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. CURB INLET SENMENT FILTER, AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVEN71ON AND CLEANUP TRAINING. THESE 3: D.E.R. DREDGE/FILL PERMIT # D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE DROP INLET SE)IMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE 7 OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL C.O.E. DREDGE/FILL PERMIT # BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE 8. GRAVEL SEDIME4T TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF S.J.R.W.M.D. M.S.S.W. PERMIT& THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED. BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. APPLICABLE. IN THE OFFICE TRAILER ONSITE. Ld PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE LLJ SHALL BE TAKEN TO PROPERLY ANCHOR BALES M INSURE INCONVENIENCE OR DAMAGE M ADJACENT STRUCTURES & UNPR07ECTED * AN EFFORT WILL BE MADE M STORE ONLY ENOUGH PRODUCT REQUIRED M 0 POLLUTION PREVENTION PLAN CERTIFICATION AGAINST WASHOUT. AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP 00 THE JOB. n REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY SEDIMENT TRAP. MAI NTENANCE/INSPECTION PROCEDURES Z SALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER < I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL LOCATION, MATERIAL & USAGE. C. DROP INLET SENMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WLL BE STORED IN A NEAT, ORDERLY ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN THE INLET DRAINS A RELATIVELY FLAT AREA (S <5X) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ACCORDANCE NTH A SYSTEM DESIGNED M ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE 71ON DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION NTH THE SHALL NOT APPLY M INLETS RECEIVING CONCENTRATED FLOWS SU04 USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMA 0 Z Z SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS* AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS NTH THE MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY SALE & FABRIC SEDIMENT FILTER. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME - ORIGINAL MANUFACTURER'S LABEL WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 0 GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS. TO THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM VI 1__: BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE M THE OUTLETS OF ALL PIPES AND 0 SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT. 2 h 0 AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER M CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WEEX AND KNOWING VIOLATIONS. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE WHENEVER POSSIBLE. ALL OF A PRODUCT WILL BE USED UP BEFORE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. TM MAV" NW FN3.EASM FOR 1 BRUSH BARRIER NTH FILTER FABRIC. BRUSH BARRIER MAY BE USED DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL DISPOSING OF THE CONTAINER. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 00NOTFLOOTM t#4MB 80 NOM Z BELOW DISTURBED AREAS SUBJECT M SHEET AND RILL EROSION WHERE 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED %THIN 24 HOURS OF ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. REPORT. AWVE ry SIGNED: LOCATIONS THAT SERVE AN AREA NTH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL Of CITY ENGINEER 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED MERE SEDIMENT- AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED. SHIET TITLE FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS THIS PRACTICE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3.600 CUBIC FEET OF * THE SITE SUPERINTENDENT WILL INSPECT DAILY M ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL. APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE < STORM"WATER POLLUTION < PREVENTION C) F__ Z PLAN < @ 111", 0, 10 E 57 C8.0 rp F'-_ 8 H E E T 01 F F a C.4 E. DATE, Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 Z 0 0 < Z 0 Z 2 0 _j Z 5; n LLJ 0 Z 3: Fn C3 0 LLI V) �! L) Uj 0 0 7 LL1 0 w Inn (n L;j LLJ W LL1 cr 0 M 0 0 Lj_ I I I U_ 006— Uj Uj 133 M 0 C3 Z ir 1� �_ LU 0 0: GATEN'l Z 2 LU 0 - LLJ 0 Z M w _j C- Z - Z Z < Z 0 0 Z L) Z < 1 2 9 a 0 0 Fn — < 0 _j 0 (L 25 (L g') N V) a- m Z w _j Z 0 0 Lu LLI Z 0 X 0 Of F= Fn Uj F= 0 Z 0 w Z Uj F_ U_ Z 0 Z (n (n af W_ 2 0 Z 9� LL- < < Z 0 AUTOMOBILE SERVICE _j �9 LA V) i2 0 _j V) Ld 0 Lj 2 LLj LLJ 0 0 _j LLJ LLJ < 5; r- (n p Z M 0 < It w Ll W Z _j 0 M Z M X Z Uj 0 a- _j U_ 0- Z im Uj < :2 0 Fn F= < Z I I I STATION V w MINOR Z Z 0 01 < 0 Z < Z (L M M V) Z L: V) < U_ 0 j� V) V: 0 Z < =) CY 0 w 0 0 D V) LL_ LU a LL1 0 C- C14 F- Z jL _ LLj L'j 0 Z _j w = 1�2 :i F_ (n =1 Of 9 < 0 U) LLI D Z < Z LLJ LL1 < a AUTOMOTIVE ZI K :=1 :R _j LLI 0 Lu ir jr a) :D ,, LAJ U) a- X 0 Lu _j Uj LLJ 0 Z 0 Z D 10 IX C-) R _j In Cn a_ Z 0 Uj Z Z LLI Z (L 0- 0 0 0 Z of 0 6 F= a 0 SERVICE cr_ D < LLI Z Ir Z F= i� 0 LLI Z LLI Z LLJ Z Z IL� C-1 n _j M Cr a L'i A W 'm 0 Z Z 0 Z www < wmoo �- o 0 _j a < n M 5 P 0 < P w 0 < 0 w P, 0 LLJ _j < LLA jE < 0 F- 1-1 0 F= 0 < Lu 0 LU (Z/) M ;g LL LLI Z C/) (L F_ 2 L>U F 0 Ir 0 LLJ X 6 < Ir LLI C) in- < 0 Z ir 0 Z < M a. 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M _j 0 0 <f�Gi M DATE FEBRUARY 5. 2016 :D Z Z < Z 0- E 0 < 2 0 Q_ 0 cn:� Z < P z 0 pROJECT No. : 11400 1.01 00 U_ U, Uj (L < 0 0 < U_C3 is Z Z il ZQZZ 4 L;j Z Lj W < w 0 W M DE80qED By : J 9 D 0 Zn LL_ Of<< 0 w < F_ U_ M w 25 LJ Z DRAWN By : DPT U_ Z Uj w V) 0 Ir Uj<�!Z 0 Q 0 _j 0 0 U_ 0 a.w< AS NOTED N (n LL_ _j SCALE ir Uj Z ir CL Z M M D < 0 M 0 W Uj Ld 0 Uj 75 Uj F:LL_ 0 Z 3: X Z w 0 nz< < 0 Z < LL_ F= C 0 N06 Date PANMM ;Z in w _j _j U9 0 Z Z 0:2 a- C14 U_ 0 U_ C3 V2 1 10-12-15 CITY OF ATLANTIC BEACH LL_ Ir Li 0 0 < 0 5wZ0 Z 0 Z ir C.) Z uj uj Lj in <w 00 0 0 —23 9 Z (n Z rn Lj Z Uj a- L_ 2 12 —15 COAB/ FDOT/ SJRWMD _j w — I 0 < < < 0 Li X Z!i 3 102-05-16 COAB LJ Uj _j Z iE Z Uj V) L4 -Z, _j w co < '0Yw 01 X: LL_ Li w 5; Z w 0 m _j V) 0- < Z < V) < F=Li> 0 Z 0 Uj w w (n =) I- L;j F-:D W 0 Uj D LU in z C-) Z — M 0 Z 0 < V) Z w :2 (n Z Uj w < (A IL Z < Ln Z < IL Z F) _j 0 0 w Z 0 0 C3 < U) 04 Uj in U_ < < < 0 F= a _j < LL. 0 LLJ Z Z >_ C; 0 0 Z Z M 0 LJ M hi 0 2 w 0 W < Z 0 — Z Uj -aj Z C3 LL- P: Z Z 0 0 LL_ Z :3 0 w _j < < Uj _j Uj 0 w <M Uj 0 _j Z < 0 Uj 0 w jr Z W BI:0 Uj 0 Z w 0 < < (L Z CL (L w 0 a. 0 Z Z (n 6� " w 0 a 6;5 M U) < 0 w < Lij Z Z c) K cn Z w N in 0 M 0 Q V) V) 0 Z < Z < Z - M Ir W Z 0 Uj Z w 0 Q in g 0 0 LJ 0 8 in ir LU w Uj Zn < CD 2 0 1 Z 0 LOJ Z (L V) Z 0 Lj a L (L X F- M 0 (n M -0 in 3 U) V) ir F_ LL. F- < _j ED LLJ 0 FzF-0 < < P Lki V) 0 V) 0 Z V) N 0 0 ILJ _j in cn _j (n 0 LLj < M Li-Lj m 0 5 I=0 i i i I C4 LLJ LLI Ln cr 0 Z a I I U) U) 0 _j Ld Z F-(n OLL 1 53) THS DRAWM NOT FELEASED FOR 0 < ix w Le M 0 F= LL_ D Z 0 CONSTRUCTION UNLESS 80 NOTED Z < Z a 0 LL. U_ Li :;C- < LL- Ld LAJ a I a ABOVE I-L Ir LLJ 0 w M LAJ _j M w Z X F- f2 L&j < F_ < Z Z LU M LLI X V) 0 Z 5 0 C) 0 LA_ < Z F- Z D 0 SHEET TITLE 0 < < Uj Lj Ld 2 F_ LLJ Lj cn in Z Ln < w 2 Lj FZ Fr L) (L < X (n Uj LLJ C) X STORMWATER 0 w ix U L) 0 0 Lj LL. M Lj 0 LLJ w 0 < RR ul (f) _j M M 0 0 U_ 0 C.) LL. 0 0 (L Ld < Z w a Uj < Z ir w (n F_ 0 < LLJ V) LLI Uj LU K V) FO- Ld Z (L < POLLUTION IL Z EL 0 V) 0 C) < w LLJ Uj < Z Z 0- Z a) M Uj 0 PREVENTION U, PLAN—CONTRACTORS Z < __j CERTIFICATION C9.0 0 C 7 C C."P J. 1311AMOR) DAVI% RE OF71L No. 82576 8 H E E T DATF_ ANCHOR SYSTEM I TRUNK WRAPPED W/20 LAYERS "_2 OF BURLAP UNDER WOOD PADS PX2 PINE 13R STEEL U-CHANNEL FENCE 3S METAL STRAP ST ANCHOR STAKE ONE 13N EACH SIDE OF Tm SECURED WITH TWINE ROOTBALL Q OR 2 PER TREE) (3) 2'X4'XIS' WOOD PAD SECURED HRUB INGLE OR MULTI-TRUNKED TREE TRUNK WRAPPED W/20 LAYERS OF BURLAP 9. W1 METAL STRAPS - /---WATER BAG IF NO AUTOMATIC IRRIGATION DO NUI PENETRATE NAILS METAL STRAP UNDER WOOD PADS SECURED WITH TWINE 9. INTO TRUNK F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ROOTBALL PTIONAL TEMP. MULCH DAM 3/4' STRAP THROUGH 3/4' WIRF__ ALL NYLON STRING, STRAPS, & PLASTIC WRAP Community-Management- Energy- Relationships 2'X4'XIS' W013D PAD SECURED CINCH BUCKLE TENSIONED TREE TRUNK W/ METAL STRAPS -VIA AROUND ROOTBAL (NO SOIL) TIGHT OVER 2X4 WOOD GOD SCREW -- --- ------------91 2'X4' WOOD BRACE NAILED TO TOP OF ROOTBALL 2' MULCH BOARD (LENGTH EQUAL TO PTIONAL TEMP. MULCH DAM PAD AND STAKE <3 EA. PALM) 9. DII-MUL PENETRATE NAILS > INTO TRUNCK 3' TEMPORARY BERM ABOVE BACKFILL SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) AROUND ROOTBAL (NO SOIL) 13901 Sutton Park Drive South, Suite 200 n OR STOCKPILED LIMEROCK FREE TOPSOIL) TOP OF ROOTBALL 2' 3' MULCH Jacksonville, Florida 32224-0229 a_ 3' MULCH TO BE PLACED AB13VE BACKFILL S13IL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND V BELOW GRADE XISTING LIMEROCK-FREE SOIL OR OR STOCKPILED LIMEROCK FREE TOPSOIL) b 2'X4' WOOD BRACE NAILED TO E A. PALM) 12' 2'X4'X30' WOOD STAKE YELLOW SAND (COMPACTED) EXISTING LIMEROCK-FREE SOIL OR Office 904.739.3655 >S 3' MULCH EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 12' SOIL MIX YELLOW SAND (COMPACTED) Fax 904.730.3413 TO BE PLACED V BELOW GRADE EQUALLY SPACED VERTICAL SPLICES 18' YARD SAND 3' TEMPORARY BERM -------- 61 Diameter EDGE OF TREE PIT 3/4' WIDE POLYESTER STRAP IF ROOTBALL IS CONTAINER GROWN 3/4' WIDE POLYESTER STRAP 2 - 2X2 PINE OR STEEL U-CHANNEL FENCE WITH TOGGLE ANCHOR www.prosserine.com WITH BLACK PLASTIC TENSION STRAPPING OVER L"X4X3O` WOOD STAKE C13MPACTED BACKFILL POST ANCHOR STAKE (ONE ON EACH SIDE OF 2X4 BOARD CA OR 2 PER TRED OR METAL TOGGLE - 2 OR ROOTBALL (ANCHOR SYSTEM 1) 4 PER TREE Florida Certificate of Authorization 5 IR' A3 SAND/COMPOST MIXTURE kW. -IALL DIAMETEJ (ANCHOR SYSTEM 2) L Number: 00004050 METER DED WIDTH VARIES(TYPA) WMLL MMEM BALL X A&L 218MM TRUNK COMPACTED EXIST, SOIL-BACKFILL ;�IIDTH VARIES amm TREE PLANTING DETAIL PALM TREE PLAI"N'TING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 17. Before fertilization a soil and/or foliar nutrient analysis shall be site conditions and all quantities indicated on these plans before performed to determine whether phosphorus fertilizer with 30% slow commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required. All planting bed areas shall be fertilized LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. determine is substitution of materials is necessary. 18. Plant material soil shall be "native" soil that was removed from the 41' NORTH 26' NORTH 145' NORTH 2. Soil tests shall be provided to evaluate various areas of the planting hole. If soil is badly contaminated, good quality soil shall be used NORTH STREET - STURDIVANT AVENUE I STREET STREET FRONTAGE landscape (especially the parking lot islands) for pH, available as replacement after contaminated soil has been completely removed from --- STREET FRONTAGE (50' ROW) FRONTAGE nutrients, phosphorus content, bulk density, etc. This will serve planting area. .1 FRONTAGE ....... ........... -------------- ------ to ensure proper plant selection according to prevoilin?ifsoi --s" S�. .................... .................... 19. After sodding is completed, the entire side areas shall be watered by ......... ......... .... ............... n any) hand or irrigation system each day for two weeks. After approximately one conditions, what lime/sulphur applications are eeded 5' SIGHT TRIANGLE Ej and long-term survival of plant material. month of installation, sodded areas shall then be top dressed with a 15-0-15 ........I commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square AUTOMOBILE 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards feet of area in an evenly broad-case pattern. ............. 'J ............. XXDO + handbook. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading -emergent to all beds prior to planting. SERVICE STATION 4. All plant material shall be container grown or B&B. B&B preparation for planting. Apply pre materials shall be "hardened off" root pruned during field 21. Rough grades will be established by the owners general WITH MINOR 0 PT- LiJ 3 T I C/) contractor at approximately 3 inches below curbs, sidewalks, 3 PT production and shall be dug at least several weeks before 7- planting is performed. 47 L m m from buildings or walks. 5. Plants shall be sound, healthy and vigorous, well branched and ZF shall be a minumim 30 -n M densely foliated when in leaf. They shall be free of disease, 22. CONTRACTOR shall coordinate construction of planting areas I PM IVN with installation of irrigation system. SERVICE X > insects, eggs or larvae and shall have healthy, well developed root ------- 0 U) ystems. They shall be free from physical damage or adverse 23. Where seeding may be required on the plans, germination rate Z --q s UP conditions that would prevent thriving growth. shall be the maximum percentage required for the variety specified > I PM RETAIL SALES 3 PT- at the rate of application specified. 6,400 S.F. . . . . . . m 6. All plants shall conform to the varieties indicated in the 24. Sod areas shall be SPECIFIED Grass. Grass for sodding QV 3 IVN plant list. shall be freshly cut in squares one foot wide by two feet long. 5 ZF 7. Substitution of plant materials will not be permitted unless ZF Sod shall be healthy, free of insects and weeds, in naturally flourishing 7 IV authorized in writing by the LANDSCAPE ARCHITECT. If proof is conditions. Dry, brown and unfresh sod will be rejected. 7 submitted that any plant specified in not obtainable, a proposal 25. Sod shall be laid end to end and side to side in a staggered 13 IV 7 JP 17 J 3 IVN will be considered for use of the nearest equivalent size or line to form a uniform layer. All uneven edges shall be squarely LJT variety with corresponding adjustment of contract price. trimmed to allow close and firm fitting of each piece. Z F 37 PI 8. Plant material locations and bed outlines shall be staked or ................. 13 Z flagged on site by the CONTRACTOR and shall be adjusted if required 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. to fit actual as-built conditions on site and approved by the owner rs representative. Sodded areas shall then be top dressed with a commercial fertilizer Ld or owne as directed herein at the rate of 12 pounds per 1000 square feet of + + 37 FA > 9. All proposed tree planting locations shall be staked or flagged > area in an evenly broad case pattern. before installation by the LANDSCAPE ARCHITECT and approved by the C_ C) 1�� 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining j �44 > . j . , 0 owner or owners representative. . ., ,I : 4 n 4A all plant material on site during and before planting, until the m C> 10. The CONTRACTOR shall estimate the depth of the planting hole "r, < 0 work in accepted by the LANDSCAPE ARCHITECT and/or owner. 4. A. J*) by measuring the distance between the point where the topmost root 4 The LANDSCAPE CONTRACTOR is responsible for removing tree stakes > 4' 4 emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 v_z after tree is established. m /I ;;u C/) 0 4 ......... 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to _0 4 inches of the root ball needs to be above the soil unless the site is m 4 be healthy plants and in flourishing condition of active growth for 4 poorly drained. Poorly drained soil requires planting depths even or ninety (90) days from final inspection and acceptance. All trees higher. Planting holes dug too deep are required to have soil added to 4 shall be guaranteed an additional one year from final inspection .4 the bottom and loosely compacted. If planting holes should fill with 4.' water as it is dug, position the bottom of the root ball above the and acceptance. 4 t� 4, water and mound soil to cover the sides of the ball. The hole shall 29. The LANDSCAPE ARCHITECT, owner or owners representative shall Z 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 L be used for compacted soil and wet sites. 4 % 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 becomes available. Keep all areas of work clean, neat, and orderly 8 LJ 68 L 3 LI 3 SID application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. at all times. 3 ZF 12. All backfill around plant material shall be worked firmly by slicing 31. There will be special care to all existing trees to be a shovel down into the backfill 20 to 30 times around the tree as you retained on site to avoid construction damage. moons= DATE OCTOBER 12, 2015 my, 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 - 114001.01Z 30715 PROJECT NO. 4, 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 4 ......... ....... -pack the loosened ....... ........................ trees) or approximately 10% above grade. Do not over and approval, prior to installation. ............ ------- JOW DESIGNED BY 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. DRAWN BY - JOW eliminate air pockets by compaction. Water infiltrating the backfill soil 34. Irrigation station shall be set where there will be no mixing will eliminate large air pockets. of shrub and lawn areas, fixed spray heads with gear driven heads SCALE 1:30 13. LANDSCAPE CONTRACTOR shall bear final responsibility for or impacts. Shrub risers shall be minimum 2.5' from eop and ATLANTIC BOULEVARD ................................. proper surface drainage of planted areas. Any discrepancy in the all heads minimum 2' from buildings. .......... ................ (105� ROW) No. Date Revision 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") 1 -12-1 SITE DEVELOPMENT PLAN -----..... ----- ...... proper drainage shall be brought to the attention of the LANDSCAPE on the service side of the meter and immediately adjacent to the ........... 01 2 12-16-15 ZONING REVIEWCOMMENTS ............__ E�,�, ................. 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. GATE STATION ATLA 16. After all plant material in a plant bed area has been installed and A,NTIC BEACH PLANT LIST approved, the areas between plants shall be raked to an even grade to PARKING TABLE conform to premulching finish grades. All planting beds and plant saucers USE REQUIRED PROVIDED E SALT shall then be uniformly covered with a minimum two (2) to three (3) inches AUTO SERVICE STATION 101 Z400sf CL QTY SYM DESCRIPTION SIZE SPACING NOTES* of #2 grade or better of pine bark nuggets. TOLERANCE RESTAURANT 19(1/4 SEATS) 1 IRTA6 35 6 0 QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 14'-16' x 7-8', 4" CAL., 6' CT., MATCHED AS SHOWN N, FYN, FF, WW HIGH L ITS 3 LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 10'-12' X 6', 3 TRK @ 2" EA., 4' CT, MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM GATE STATION AT ATLANTIC BEACH - LANDSCAPE REQUIREM"EIN ON-STREET PARKING TABLE LO EXISTING THIS DRAWING NOT RELEASED FOR 0 C14 3 0 TA TAXODIUM ASCENDENS "POND CYPRESS" 14'-16' x 7-9', 4" CAL., 6' CT, MATCHED AS SHOWN N, FYN, FF, WIN MEDIUM PROPERTY FRONTAGE1 GREEN AREA GREEN AREA TREES REQ'D SHRUBS SHRUBS TOTAL CONSTRUCTION UNLESS SO NOTED 4 /011 UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM AREA REQUIRED SF PROV'D SF SHADE REQ'D REQ'D PROV'D ABOVE *THE NUMBER OF PARKING SPACES DEPICTED IN 23 SP SABAL PALMETTO "CABBAGE PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, FYN, FF, WW HIGH INTERIOR VUA 37,987 SF 3798 4051 10 5 THIS SITE PLAN IS SUBJECT TO A DECISION IN SHEET TITLE 5 LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' x 10', 3 TRK, 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE HIGH 3798 x .25 = 95019 106 106+ CASE NO. 16-2014-CA-7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL 181 E) LJ LIGUSTRUM JAPONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH COUNTY, FLORIDA AS TO THE NUMBER OF ul STREET FRONTAGE L_ LANDSCAPE 73 (D PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW HIGH PARKING SPACES TO WHICH ATLANTIC BEACH NORTH 223 LF 2230 2444 5 13 DINER IS ENTITLED UNDER ITS LEASE, AND IS 55 IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16 st x 16", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH PLAN U1 223 x .75 = 16913 56 56+ SUBJECT TO MODIFICATION IF REQUIRED BY f 0 42 0 PM PODOCARPUS MACROPHYLLUS "JAPANESE YEW' 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW MEDIUM THAT DECISION. SOUTH 225 LF 2250 2608 5 13 U') 68 EE] ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 223 x .75 = 16913 56 56+ NOTE: r- I ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC 0 37 MI FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM EAST 77 LF 770 989 2 1 RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE 0, 0 34 JP JUNIPERUS CHINENSIS "PARSONII JUNIPER" 16" x 18", FULL, MATCHED 30" OC. FYN, FF, WW MEDIUM 77 x .75 = 58/3 19 19+ OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, cp POLES, ETC., IN RIGHT-OF-WAY EASEMENT. 0 CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON-SHADE TREES - U1 ADJACENT PROPERTY AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS40 L 0 SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) TF OF ? WEST 200 LF 1000 1491 4 2 48 HOURS BEFORIE YOU DIG SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR CALL SUNSHINE 0 SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL 200 x .75 15013 50 50+ -A770 _0 _A'12 -r/ JANET OVITMILL RLA 0 1-800 'TV 30 0 15 30 0 LA00001289 0 1,r87hELAW)Va0AVA * 12�21�201 5 S H E E T .41 DATE: *PLANT LIST LEGEND: N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, ------- TOTAL 10048 11583 26 7 354 OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) 0TURDIVANT AVENUE (50" ROW) Community-Management-Energy- Relationships 13901 Sutton Park Drive South, Suite 200 ................. . . ....- ......... ................. ............. .................. ........ Jacksonville, Florida 32224-0229 T _-T +0. 0. .............. U.Z `5- 17 "0-.7 o.1 c7i 1 0 *07 -+F-1 --, .1 0.1 b.1 2 b7i U71 - 155.1 'o 1- -107"0-r� 7= b'l 4"97� Office 904.739.3655 b.2 Fax 904.730.3413 Z� 0.0 www.prosserinc.com 0.2 1.2 +0.4 +1 .1 +1.8 ..................................... b.0 Florida Certificate of Authorization Number: 00004050 b.2 + ............ KI P + 2.6 2.6 3.6 +3.15 b.o .................... +4.7 21`�, 2.4 +3.7 5.8 4 +23 +5.7 3.9 0- SWMF 0.12Ac I b.o +4.3 +3.4 +2.7 +11 .6 1i b.1 -6 +3.1 +2.2 0 47, iN 3.0 + b.o ........................ b.o 1 .7 3.2 +4.1 5.91 1 2, �7 +2.8 +11.8 +11 .3 GATE PETROLEUM 4-1 .0 RETAIL SAL ES 'G, + ---- ------- P 0.0 +2.7 +5.1 Z., f 1.3 +11 .9 1 6,400 S.F. 20---+ 3 +2.1 +2.1 +11.9 6 +b.7 +( 0 1.8- +2.1 +3.2 +3 ........ AUTOMOBILE 1 1.8 +1 .4 +11.6 +3.6 1.7 2.� 7 11`1 8 1 0 +41f,5 '11_�.......... 2.0 +5.0 +3.9 +11.7 +0 04- 0.2 0.1 0.2 2.8 +1 .5 +11.4 3.01 1.6 2.4 +4.5 7 +11.0 +1.8 3.8' 5.0 8 10* :1 1 - I A'�,�, I SERVICE STATION b.1 111110 WITH MINOR 1 0.2 +11.6 11_3___�2_61 .............. +3.0 +11.9 +3.1 +3.7 +3.2 +2.6 +11.6 +0.8 +0.5 +0.2 +0.1 2 3.3 L �A\ 5.4 0� 1.2 IP,PV 0.1 ........... .......... -__;r�� I;� �,_ .1; :I .......... ------ . ...... il . 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Shes & Rosch, LLC I 0.0 I FFE=8.40 4w A Consulting Engineers + + + + + + + 0.4 2.6 +6.2 +15. 2 38dA 36.6 +36.1b +44T1.3 d+39.6 +35.9 .4 4QA 36.4 +3Z� +41 .(13+38.3 +36.0 0.0 IWA8 '35.3 +,0k +390A+35.7 +34.0 +36 4 PA017 +17.0 +6.9 +2.8 1 0.7 10.4 4 A A A OA Z A A 3020 Hartley Road,Suite 100 0.0 --------------- Jacksonville,Florida 32257 + -7 ---------------------------- b +2.1 +4.8 0 -7.7-+7j;-7 _;_Z7 +2 5.0 6.8 25.2 + ---�=77+9772 7 .4 11 . 20.4 25.7 25.0 4.6 26.4 ;7.1 2 +2 + +23.9 +25.8 +25.6 +23.3 +24.2 +25.2 +23.0 +21.8 +22.5 +18.8 11.0 +5.0 +2.2 +1 .0 FL. Cert. of Auth. 8107 0.0 - ----- Ph: (904) 260-3031 Fax: (904) 260-9273 b.3 1 .5 +3.0 +5.8 +9.4 +11.6 +12.0 +12.3 +13.0 +12.8 +12.3 +12.6 12.7 +12.2 +12.1 +12.5 12.1 +11 .8 +12.1 +11.9 +11 .3 +11.4 +11 .5 +10.8 +10.3 +9.9 +8.2 +5.4 +2.9 +11 .5 0.0 q L_j COVEJR.ED C,ONC +4�2 +3.5 +2.5 +11.5 +0.9 + 0.9 +11.6 +2.7 +4.0 +4.9 +5.2 +5.5 +5.7 +5.7 +5.6 +115.6 +5.7 +5.6 +5.5 +5.5 +5.5 +5.4 +5 + .3 + 5_G__4 O.� 0.3 .2 0.2 4__5 5-1- + 3____�C 6- ........... .......... ........... ....................------------ 0.0 0.2 0.4 0.6 +0.9 +1 +0.8 0.5 +O.S11, +0.2 +01 0.0, .......... ............. ........ 7 +0.0 ............... ...... ............. .......... DATE b.* OCTOBER 12, 2015 '01.0 0.0 - 1.0 .3 0 0.0 .0` 0.4 ... ....... to.I c72 .4 -1 off TPIT=71-7a 17 'i.o 0.2 pR0jECT No. 11400 1.01 'iff To '17575 9 .8 ............ ....... b ......... 7- ............... ...... ...................[:� , - - ... ........................ .............. ........... ....... ... ........... DESUED By : DWS DIRAWN By : JLS SCALE : AS NOTED ATLAN TIC BOULEVARD SITE BOUNDARY Nm Date Revition (105' ROW) ............... .... 1 10-12-15 SITE DEVELOPMENT PLAN -,Z -7- Y ........... ...... ............. ................... .......... .. .. ..... 7_ .. . ............... .. ............. .... ........... .......... ................ ............ .... .......... ....... FLORIDA ENERGY CODE EXTERIOR LIGHTING DATA 'FM MAWM NOT FELEASED FOR SITE PHOTOMETRIC PLAN o 20' 40' CONSTRUCTION MESS 80 NOTED 6W!9m�� EXTERIOR UNCOVERED PAVED AREA: 43,765 S.F. AWVE SCALE: V=20'-0" SCALE: 1" 20' UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) SHEET 71TLE UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED) SITE GENERAL NOTES: TOTAL SITE W/SF: 0.057 W/SIF (ACTUAL) PHOTOMETRIC 1. NOTE THAT THE LIGHT LEVELS INDICATED ALONG STURDIVANT AVENUE ARE AS REQUIRED BY THE CITY OF ATLANTIC BEACH. PLAN SALES CANOPY AREA: 5,9 2 8 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) SL-1.0 OtFIFICE C(7',PY 8 H E E T DATE: 0. PROSSER -lift rLi _T or 12/18/2015 3:02:42 PM,Simes&Rosch,LLG