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461 ATLANTIC BLVD. - DENIED DRAWINGSH WZW ON Z W U a.OZ V W v Do oa ar N 0. W~ Mo W F- M FO-- Zd W } aQ 0 cep amim O z ao N W 0M W 0 aZ N as J N CL W N iE (/1 W z Q -! 0 CL W Z W Z Z 3W z O Y IxW W Ixm o� W a�- W�W 00 O Z 4� __ 0 �W O� VW W or W w~ W Cn }W Cnz (/)a a� W Z W Z z — 0 C3 W N G Coinmercial ' • -...B421 Re taurant COMM 17-0016 461 Atlantic Blvd,, Atlantic Beach, FL Owner Rick Moyer 1238 Beach Avenue Atlantic Beach, FL 32233 Ph:717/343-3215 Civil Engineer Baker Klein Engineering, PL 219 North Newnan Street, 2nd Floor Jacksonville, FL 32202 Ph:904/356-8520 Fx:904/356-8524 Surveyor Boatwright Land Surveyors, Inc. 1500 Roberts Drive Jacksonville Beach, FL Ph:904/241-8550 Architect Design Cooperative, LLC 1032 Hendricks Avenue Jacksonville, FL 32207 Ph:904/290-1032 Landscape Archite Janet O. Whitmill, RLA, Inc. PO Box 5212 Jacksonville, FL 32247 Ph:904/398-7688 Vicinity Map N.T.S. Sheet Index C-000 Cover Sheet C-001 General Site Notes C-010 Demolition/Tree Mitigation Plan C-110 Site Geometry Plan C-120 Water & Sewer Plan C-130 Grading & Drainage Plan C-140 Sediment & Erosion Control Plan C-510 Site Details C-520 Water/Sewer Details C-530-531 Grading & Drainage Details C-532 Stormtech Chamber Details C-540 Sediment & Erosion Control Details C-541 Stormwater Pollution Prevention Plan C-542 Stormwater Pollution Prevention Forms L-1 Landscape Plan IR -1 Irrigation Plan COMMUNITY DEVELOPMENT DENIED CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! Know what'sb@IOW. DIAL 811 Call beforeu dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. 110 O N O cd N'1 - Lo X000 Cf' v7 O m° o� hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 Od 0 L co a� co Cq . N Cd Q � U � N o U � Z, Sheet Name Cover Sheet Sheet Number CM Project Number 16-470 U1 co N a c YO L m LU ca mCi ` O J Co LL COMMUNITY DEVELOPMENT DENIED CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! Know what'sb@IOW. DIAL 811 Call beforeu dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. 110 O N O cd N'1 - Lo X000 Cf' v7 O m° o� hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 Od 0 L co a� co Cq . N Cd Q � U � N o U � Z, Sheet Name Cover Sheet Sheet Number CM Project Number 16-470 ENERAL SITE NOTES 30. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBS, PROPERTY LINES AND LOW SECTIONS OF "CITY STANDARD SPECIFICATIONS FOR CITY OF JACKSONVILLE, FLORIDA", 31. CONTRACTOR SHALL INSURE THAT ALL DRAINAG STRUCTURES, PIPES, ETC. ARE CLEAN AND (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. 2. SOIL BORINGS PERFORMED BY ELLIS & ASSOCIATES DATED JULY 25, 2017. OTHERWISE. 3. THIS PROPERTY LIES PARTIALLY WITHIN FLOOD ZONE "X" ACCORDING TO FEMA COMMUNITY AND DRAINAGE RIGHT-OF-WAYS ARE TO BE FILTER -WRAPPED. PANEL NO. 12031 CO409H. 34. ALL INVERTS IN DRAINAGE STRUCTURES TO BE 4. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES CRETE WITH #57 STONE. 35. UNSUITABLE MATERIALS UNDER WATER, SEWER, OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR REMOVED AND REPLACED WITH SELECTED BACK ILL, PROPERLY COMPACTED. ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH 37. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF JACKSONVILLE SHALL BE OSHA REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. IT SHALL CONTRACTORS BID. KEEP A COPY OF HIS CURRENT LICENSE AND Q 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING 38. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT ALL MANHOLES PRIOR TO THE PLACEMENT OF LIMEROCK BASE COURSE. THIS SCHEDULE IS OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUBSURFACE, WHICH MAY SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS 39. THESE PLANS INCLUDING THE POLLITION PREVENTION PLAN INDICATE THE MINIMUM EROSION REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF PHOTOGRAPHS WITHIN THE PROJECT AREA TO RECORD EXISTING CONDITIONS PRIOR TO (FDEP) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR CONFORMANCE TO STATE AND FEDERAL WATER QUATITY STANDARDS AND MAY NEED TO DUE TO THE CONSTRUCTION OF THE PROJECT. AGENCIES REQUIREMENTS. IF A WATER 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD DAMAGES, AND ALL COSTS WHICH MAY RESULT NCLUDING LEGAL FEES, CONSULTANT FEES, EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE 40. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWI AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE SJRWMD AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. A PERMANENT STAND OF SOD AND/OR GRASS PER CITY OF JACKSONVILLE STANDARDS IF THE WORK IS IN PUBLIC RIGHT-OF-WAY OR EASEMENT, THE CONTRACTOR'S ONE YEAR STABILIA71ON REQUIREMENTS. WARRANTY SHALL EXTEND TO THE CITY OF JACKSONVILLE AND ASSOCIATED GOVERNMENT USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE AGENCIES. 44. PRIOR TO ANY DISCHARGE OF GROUNDWATER (DEWATERING) 8. ELEVATIONS ARE BASED ON NAVD 88 DATUM. THE STATE (INCLUDING, BUT NOT LIMITED 9. TOPOGRAPHIC INFORMATION BASED ON SURVEY PROVIDED BY BOATWRIGHT LAND SURVEYORS. EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE 10. BOUNDARY INFORMATION BASED ON SURVEY PROVIDED BY BOATWRIGHT LAND SURVEYORS. SCREENING VALUES OF RULE 11. FOR PAVEMENT AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE THE ENGINEERING SITE PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE ARCHITECT, ENGINEER AND OWNER SHALL OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING WITH CONSTRUCTION. DISCHARGE OF THE EFFLUENT (GROUNDWATER) TO 12. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM NTENT" TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 48 HOURS PRIOR TO MATERIAL TESTING AND SOILS TESTING IN ACCORDANCE WITH CITY REQUIREMENT AND THE ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. THIS SHALL INCLUDE DENSITY 46. THE CONTRACTOR SHALL ERECT ALL TREE PROTECTION TESTS IN ALL PAVEMENT AREAS AND BUILDING PADS AND IN ALL UTILITY TRENCHES z OF CONSTRUCTION AND SHALL LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. 0� 013. 47. THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND La APPLICABLE ADA REQUIREMENTS. INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF JACKSONVILLE RIGHT-OF-WAY 0 FOR DEPTHS GREATER THAN 12 FEET (OR FOR MAINS PERMITS FOR WORK WITHIN CITY RIGHTS-OF-WAY OR EASEMENTS. NOTED. FORCEMAINS TO BE PVC - DR18 PIPE UNLESS OTHERWISE NOTED. 49. WATER AND SEWER LINES ARE DESIGNED TO FINISHED w 14. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF STATE RIGHT-OF-WAY WITH 50. TIE RODDING OR MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH JEA THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION & DO N 51. UNLESS OTHERWISE NOTED, ALL WATERMAINS 4" REPAIR. w MUST BE HDPE. 52. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES W 0 15. ALL EASEMENTS ARE TO BE CLEARED AND DRIVEABLE. LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 53. PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE FIRE HYDRANTS SHALL BE M * 16. "AS -BUILT" DRAWINGS TO THE CITY OF JACKSONVILLE, JEA, AND THE ST. JOHNS RIVER �: SHALL BE PROVIDED BY THE CONTRACTOR AS P WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA ALL GRAVITY SEWER LINES SHALL BE VIDEO TAP D WITH AUDIO. ALL LINES TO BE CLEARED REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY Z a CONDITION OF THE PIPE WITH PERTINANT DATA TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE w Z D TO THE OWNER AND ENGINEER PRIOR TO PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN SHALL BE SUBMITTED TO JEA WATER AND SEWER BUSINESS UNIT. ALL DEFECTIVE AREAS AND ACCORDANCE WITH CURRENT CITY OF JACKSONVILLE AND JEA STANDARDS AND z o SECTIONS MUST BE REINSPECTED SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SHALL NOT EXCEED 7.5% IN ACCORDANCE WITH JEA STANDARDS. PROCESS THE AS -BUILT DRAWINGS FOR APPROVAL BY THE CITY OF JACKSONVILLE. a AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE TO MEET THE SYSTEM DEM M 17. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. z _RRUPTION OF SERVICE. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE a o ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 0m 18. ALL CLEARING AND GRUBBING REQUIRED FOR ALL PAVEMENT, UTILITIES, DITCHES, AND BERMS W z INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHTS-OF-WAY OR Z EASEMENTS SHALL BE CONSIDERED AS PART OF THIS PROJECT. z a N 19. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND W � TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. w 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. w IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF z RECORD FOR REINSTALLATION OF THE MONUMENT. a c a. 21. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY M d CONTRACTOR. W Z w 22. ALL UNSUITABLE MATERIAL UNDER BUILDINGS, PAVEMENT OR UTILITIES SHALL BE REMOVED IN Z z ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. iE a *6 23. ALL UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 12 Y Ir w 24. EXCESS SUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, a UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. w m 0 0 25. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. CK w 26. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS PROHIBITED, W N 0 0 27. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 0 0 DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD VERIFIED. a THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY _ OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS 0 PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO 95 o THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE 0 w DISCREPENCY. THIS DESCREPENCY SHOULD BE RESOLVED PRIOR TO CONSTRUCTION. THE 0 w CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING 'J' a �x UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL w DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. _ Ix 28. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STRUCTURES TO THE ENGINEER w N w FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE a OR STRUCTURE. w ix2 X>- Z 29. FOR ALL STANDARD DETAILS SEE CITY OF JACKSONVILLE OF FDOT STANDARD SPECIFICATIONS � AND DETAILS, LATEST REVISION. W Z z- oo 0 o� ENERAL SITE NOTES 30. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBS, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 31. CONTRACTOR SHALL INSURE THAT ALL DRAINAG STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AS SHOWN ON THE PLANS. 32. ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES UNLESS NOTED OTHERWISE. 33. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS AND DRAINAGE RIGHT-OF-WAYS ARE TO BE FILTER -WRAPPED. 34. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, REDDI-MIX C0 CRETE WITH #57 STONE. 35. UNSUITABLE MATERIALS UNDER WATER, SEWER, TORM PIPE AND STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACK ILL, PROPERLY COMPACTED. 36. ALL UNDERGROUND UTILITIES MUST BE INSTALLE PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 37. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF JACKSONVILLE SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS CURRENT LICENSE AND Q ALIFIERS WITH THE DESIGN ENGINEER PRIOR TO START OF AND THROUGHOUT CONSTRUCTION. 38. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL MANHOLES PRIOR TO THE PLACEMENT OF LIMEROCK BASE COURSE. THIS SCHEDULE IS TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 39. THESE PLANS INCLUDING THE POLLITION PREVENTION PLAN INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUATITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGES, AND ALL COSTS WHICH MAY RESULT NCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 40. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWI G THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE SJRWMD CRITERIA. 41. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLANDS AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER CITY OF JACKSONVILLE STANDARDS AND MEETING THE NPDES FINAL STABILIA71ON REQUIREMENTS. 43. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE SJRWMD. 44. PRIOR TO ANY DISCHARGE OF GROUNDWATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM EWERS), THE CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE FFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUNDWATER EXCEEDS THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE EFFLUENT (GROUNDWATER) TO SURFACE WATERS OF THE STATE. 45. THE CONTRACTOR SHALL SUBMIT A "NOTICE OF NTENT" TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) RULES AND REGULATIONS. 46. THE CONTRACTOR SHALL ERECT ALL TREE PROTECTION FENCES AND LIMITS OF CONSTRUCTION FENCES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL CALL FOR INSPECTION BY THE CITY OF JACKSONVILLE LANDSCAPE DIVISION. 47. THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. HANDICAP RAMPS SHALL MEET ALL APPLICABLE ADA REQUIREMENTS. 48. ALL SEWER MAINS SHALL BE PVC (ASTM D3034) SDR -35 FOR DEPTHS TO 12 FEET, SDR -26 FOR DEPTHS GREATER THAN 12 FEET (OR FOR MAINS IN EASEMENTS) UNLESS OTHERWISE NOTED. FORCEMAINS TO BE PVC - DR18 PIPE UNLESS OTHERWISE NOTED. 49. WATER AND SEWER LINES ARE DESIGNED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL FINISHED WORK IS COMPLETE. 50. TIE RODDING OR MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH JEA STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 51. UNLESS OTHERWISE NOTED, ALL WATERMAINS 4" AND GREATER SHALL BE DR18, C-900. ALL JEA OWNED WATERMAINS 2" AND SMALLER MUST BE HDPE. 52. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 53. PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. 54. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS P RT OF THE SANITARY SEWER CONTRACT. ALL GRAVITY SEWER LINES SHALL BE VIDEO TAP D WITH AUDIO. ALL LINES TO BE CLEARED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINANT DATA UCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMIT D TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO JEA WATER AND SEWER BUSINESS UNIT. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 7.5% IN ACCORDANCE WITH JEA STANDARDS. 55. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE TO MEET THE SYSTEM DEM NDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF A FECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY IN _RRUPTION OF SERVICE. 56. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN 8% LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN 8% LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2% LEAD. 57. ALL UTILITY STUBOUTS SHALL BE MARKED AS FOLLOWS: SANITARY SEWER 4X4 P.T. POST PAINTED RED WATER 4X4 P.T. POST PAINTED BLUE STORM 4X4 P.T. POST PAINTED GREEN ALL STUBOUTS SHALL BE MARKED ON CURB WITH "W", "SS" OR "ST". 58. CONTRACTOR SHALL OBTAIN A COPY OF THE JEA WATER AND SEWER PERMITS FROM THE ENGINEER PRIOR TO CONSTRUCTION. 59. CONTRACTOR SHALL FURNISH AND INSTALL LOCATE WIRING ON ALL PVC WATER MAINS, FORCE MAINS, POLYETHYLENE AND PVC WATER SERVICES. INSTALLATION SHALL BE IN ACCORDANCE WITH JEA WATER AND SEWER STANDARDS DATED APRIL, 2001 SECTION 350 PARAGRAPH 3.10 LOCATE WIRE AND SECTION 429 PARAGRAPH 3.12 LOCATE WIRE. JEA STANDARD NOTES 1. ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2HOURS AND FORCE MAINS SHALL BE TESTED AT 100 PSI FOR 2 HOURS IN ACCORDANCE WITH SECTION "A OF AWWA STANDARD C600 WITH LEAKAGE LIMITED TO THAT DETERMINED BY THE APPROPRIATE FORMULA. 2. DISINFECTION OF THE WATER MAIN SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 3. MECHANICAL JOINT RESTRAINTS SHALL CONFORM TO AWWA STANDARD C509. 4. WATER AND SEWER PIPES SHALL BE 30 INCHES MIN. COVER IN UNPAVED AREAS AND 36 INCHES COVER IN PAVED AREAS. 5. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH LATEST JEA STANDARDS, DETAILS, AND SPECIFICATIONS AND/OR AS ALL APPLICABLE STATE AND LOCAL REGULATIONS. 6. WHERE WATER AND SEWER (INCLUDING STORM SEWER) LINES HAVE LESS THAN 10 FOOT HORIZONTAL SEPARATION, FULL UN -CUT LENGTHS OF WATER QUALITY PIPE (L.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FT. INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FOOT OF SEPARATION WHERE POSSIBLE. 7. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF -PW AND SHALL BE MARKED. 8. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM SEWER) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UN -CUT LENGTH OF WATER QUALITY PIPE (I.E. DR 18 AWWA C-.900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN THE WATER AND SEWER (INCLUDING STORM SEWER) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AT LEAST 18 INCHES VERTICAL SEPARATION. 9. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS. 10. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED, WITH THE APPROVAL OF THE JEA AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 11. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH JEA DEVELOPMENT; CHRIS BARRINGTON ® 665-4081. 12. A JEA STANDARD PUMP -OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND LOCATION ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP -OUT MUST BE ACCESSIBLE BY JEA FORCES FROM ADJACENT STREET R/W. 13. THE WATER TAPS DEPICTED ON THESE DESIGN DRAWINGS SHALL BE CONSTRUCTED AS FOLLOWS: ALL POTABLE AND IRRIGATION WATER TAPS, FIRE LINE SERVICES AND FIRE HYDRANT INSTALLATIONS UNDER THE FOLLOWING SPECIAL CONDITIONS: UNLESS OTHERWISE DIRECTED BY JEA AT TIME OR PRE -CONSTRUCTION CONFERENCE. A. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE BY CONTACTING YOUR JEA INSPECTOR. B. TAPS REQUIRING METER INSTALLATIONS OF SIZE 2" AND BELOW MUST INCLUDE THE SERVICE PIPE, METER BOX, AND CORP. STOP SIZED READY TO ACCEPT THE METER INSTALLATION BY JEA FORCES. C. JEA FORCES WILL INSTALL METER UPON APPLICATION AND PAYMENT BY LICENSED MASTER PLUMBER OR UTILITY CONTRACTOR AT JEA WATER AND SEWER, 515 N. LAURA STREET., 1ST FLOOR CUSTOMER SERVICE BUILDING. D. ALL TAPS REQUIRING METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL TERMINATE SIZED READY FOR VAULT. METER AND BYPASS INSTALLATIONS BY JEA FORCES. 14. MAXIMUM DISTANCE FROM THE NEAREST FIRE HYDRANT TO THE MOST REMOTE EXTERIOR POINT OF ANY BUILDING SHALL BE 500 FT. THE DISTANCE SHALL BE MEASURED ON A ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. 15. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL AIR RELEASE VALVES AT CHANGES IN ELEVATION OF 2 FT. DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON THESE DESIGN PLANS. (FORCE MAIN ONLY) 16. JEA REQUIRES -THAT A WATER AND SEWER AVAILABILITY BE PERFORMED ON ALL PROJECTS (COMMERCIAL AND RESIDENTIAL) SUBMITTED THROUGH THIS OFFICE FOR REVIEW. COMMUNITY DEVELOPMENT DENIED C 0 N N (y) N N Cd 00 L �2 coo o 'Co Lo Lo 5 _ 4 � 0 M 0 0 C .;u W N d O Ly n YO z mN Jz W m V m J 0-i MIL tl- N N z N 0 z a 0 Cd0 0 U U U REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB2 Sheet Name cY) coN .-d N Cd Cd U d' CdCd General Notes Sheet Number C=001 Project Number 16-470 W N d O Ly n YO z mN Jz W m V m J 0-i MIL tl- N N z N 0 z a 0 Cd0 0 U U U REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB2 Sheet Name cY) coN .-d N Cd Cd U d' CdCd General Notes Sheet Number C=001 Project Number 16-470 DEMOLITION NOjEa (DREMOVE CONCRETE DRIVEWAY, SIDEWALK AND PADS � i W � 0 i8 > Z W C) O Z< Qi w LL_I o a �----- LJ 01 w N W M0 Qw� o Crw �9 Za > lw A- a} �� 3 Z ry OR ®jO Dm Qo z :D LIJ 01-1 h --pp- a c E3< L'J < / 2 m 0 _J d w W0 Z w ._ � C� N o 00 0. ! 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' f � f Z � f O CQ -UJ i ! 0 f o— a o 7f ( I s ! � r T)� 4 � LnN CJ ,? w N \ [ o i! n Iz.x f o O x ` .wOn (n x I I Q o LLJ Ld O i _00oCQ 0 0XL LLJ ! o Q I— Q0 Ln L2 Ln 00 o z Qry I� i ;o o O LLJ�. i � � Iz O O l_ �- LLJ LLJ v>0 CD 0 4- Q � w v i o 0 Ld X CD oWC `I _ C) o c o LJ ( xkJ CO '0 9 o LU Lf)N x C) f r o f C?_ ..__Tz �F�_ -,5)zxC {� �4z 00,00 V` 0 4-- 6 I ^ f 0� �f �8x �w - (m:11_J 'I-000 0) EN U��i W OSI 0 ,, t 0 j ow 0 � d O zLj 0 I o Ips 0 NNS'" �I 'i ( <1 ° CQ &Z , nJ'' x J 00 900 0 0 L Z 10, - LL 9191 ry 00 n D �0 �� M! o I V i i i o V i{ i o o 0 X00 �i0 I z w o 10 CL , COMMUNITY DEVELOPMENT DENIED z W M Cm LIJ 01-1 h --pp- a c E3< L'J < / 0 _J d w w ._ � C� N o 00 B z � ZedCK 0 II In 0�z0-- LJ<� <5N` CJ:=mow 00 i �J [AJ C1 0 __l (J) M Mc._?fYMLU<- \v COMMUNITY DEVELOPMENT DENIED ow 0 0 Co N Co N CN CO 0 Cd Cd � � U V Sheet Name Demo -Tree Mitigation Plan Sheet Number C=010 Project Number 16-470 W M Cm a c i w B z In �• ` >. W ` C) \v LO J m u N N O O N 4+ N cc,:,, d- O Z «io0 Lr) U] '0 '6 00 0 O � ,-•-� Lr) �6 1 c+7 to .,� •� M 0)6 cM O O cd 'B O - a �` U Cd Cd U REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 ow 0 0 Co N Co N CN CO 0 Cd Cd � � U V Sheet Name Demo -Tree Mitigation Plan Sheet Number C=010 Project Number 16-470 z �N oz W0 OZ U W ocna W H w W F- M O z ate. w} aQ cn z� *W on CO o z 40 W W 0 m W H 0z z a J N CL wcnz F- aa. �w z 4J o CL W Z Z w Z W Z 2!4 0:w W CL °D Ocr.o a1 W Z OU Q� 0 w N U W wa iFW fN W:) w w J w N Z (AQ 0: CL W Q W z z— 0 W cn in SITE D VELOPMENT SUMMARY: OVERALL SITE AREA = t 0.54 ACRES RE#: 17 6910010 ZONING = CG LANDUSE = CCG -2 REQUIRE SETBACKS: LANDSCAPE FR NT = 10' o SID = 5'O BAK= 0' CQ N BUILDIN AREA (SF) USE (COMMERCIAL) A ±4,700 RESTAURANT RE) PARKING: 0 (1 SPAC PER 4 SEATS* 150 SEATS) TOTAL = 38 SPACES PARKING: STANDARD = 13 SPACES HANDICAP = 2 SPACES TO AL = 15 SPACES OFFSITE PARKING = 23 SPACES 0 5 10 20 PAVEMENT (SE SHARED PARKING AGREEMENT) do0 ICYCLE PARKING: O REQUIRE = 10% PARKING = 6 Ln PROVIDED = 64 N NEW CONCRETE APR6N -' f'c = 4,000 PSI cQ O MIN. 6" THICK Ir-- ASPHALT PAVE ENT PARKING AREA. O o SEE PAVEMENT DETAILS ON SHEET c_ O C-510 STOP SIGN W 24" WHITE STOP BAR LOzm LOADING ZONE (DO NO STRIPE). p o= SEE TABLE FOR DELIVERY TIMES. Q� Q CONCRETE DUMPSTER PAD. �� N v o N v SEE ARCHITECTURAL PLANS ' z_ =_ , ` o_o � O EXISTING NiTARY STUB U ? FOR DETAL. O co p op z 9' 6 zoCONCRETE BOLLARD C 6 wo� o 600 y ° c ° REVISION '-n zte i �0 13lij 00"0 Is3m -; 11 W No. Date Revision 3 i tV9 iM JO ill] QQ 9 .�_ 3 Hi. (.� bi 1 08/08/17 COAB 1 — W � I I n C) 2 01/26/18 COAB 2 LLJ (� I W N z>, i i ' �j ;' i� is i l CN ./ vi{� p �A n �lAIJT9 G � y IVl�T�� S'!N� STUB -OUT � '+ _. 8 BI RACKS STALLS EAC ��.._ Da � `> � KE 8 H z I' p in 1 W �. w a p z Wd s0 D ' W zLd<_0W W W d�Q-,j z w Q Q ! - p 0 p D W W LJ a _ �_ cid} 5, o d 1 — — — 9 U o � � NU�� W W S V -J J I ;'Lij �; �-- mW n W ,- --' ^ � Q 5.78 o I $ 1 ! O Q O � 0 [�0 NOT ENTER SIGN I � — �.r � � i ^ � I � I� I I I� j �o isa Q 00 1 0 cri 00 o o o I �"' N I C9 i � 6 Q = �, '� CO I 4' HIGH FENCE s ! (� ! ._. I `� B o�' O �00 I z (' LL SINGLE—STORY a p U O 4 .� V) 6' HIGH FENCE w`, BLDG :� U _ _. _ CD ,a I 0{ 5,000 S.F. 1 0 m Z �- ;~ I� 0 F. F. E 9.18' �1-- � <C o"cd 0� 9 ° ° W Ln O w IW �. ° 3A4.3 a m I N O W °Q LO a ° �J ✓ Z� a ° J d a I i C,, 0 4 � — f V) _. ._ _ _ ..,_._ . _. r �� z00,00 10.45' Li d z 4' HIGH SWING GATE - Q ( 0 l 0 '/-0,00L) ^ I I . � z z z � � 6 HIGH, -'y ���...._/// � �``�LO N d 0 00 N < F- w o� N ! - ' - O COMMUNITY DEVELOPMENT ��w� 0a- �� `� N N DENIED Sheet Name WLiM w� G'V�G® . WM (n -j LLJ cQ1 L) 5.31'. Site - _ I Geometry �-� 00,00_oo Plan _ _ __ _ __ ___. _n_ ____.__ - - . _� _ ...__. ®__ 1 00 011A cLg�660__ ,� � � N o N U Sheet Number �m ON!Mi0 V I00o0 soz 10 CMI 10 Zw ,\ 000 ooONIS 71w p a., p - Project Number L- b- cl- 16-470 ui M ao -... W O x mN JZ W M J mi t - N N N O N 0 M O � N O Z 1.4 cd 00 to Cil ,a 00 08 'c') "o M GJ 0 cd a; o It OR o� a� U U f'c = 4,000 PSI cQ O MIN. 6" THICK Ir-- ASPHALT PAVE ENT PARKING AREA. O o SEE PAVEMENT DETAILS ON SHEET c_ O C-510 STOP SIGN W 24" WHITE STOP BAR LOzm LOADING ZONE (DO NO STRIPE). p o= SEE TABLE FOR DELIVERY TIMES. Q� Q CONCRETE DUMPSTER PAD. �� N v o N v SEE ARCHITECTURAL PLANS ' z_ =_ , ` o_o � O EXISTING NiTARY STUB U ? FOR DETAL. O co p op z 9' 6 zoCONCRETE BOLLARD C 6 wo� o 600 y ° c ° REVISION '-n zte i �0 13lij 00"0 Is3m -; 11 W No. Date Revision 3 i tV9 iM JO ill] QQ 9 .�_ 3 Hi. (.� bi 1 08/08/17 COAB 1 — W � I I n C) 2 01/26/18 COAB 2 LLJ (� I W N z>, i i ' �j ;' i� is i l CN ./ vi{� p �A n �lAIJT9 G � y IVl�T�� S'!N� STUB -OUT � '+ _. 8 BI RACKS STALLS EAC ��.._ Da � `> � KE 8 H z I' p in 1 W �. w a p z Wd s0 D ' W zLd<_0W W W d�Q-,j z w Q Q ! - p 0 p D W W LJ a _ �_ cid} 5, o d 1 — — — 9 U o � � NU�� W W S V -J J I ;'Lij �; �-- mW n W ,- --' ^ � Q 5.78 o I $ 1 ! O Q O � 0 [�0 NOT ENTER SIGN I � — �.r � � i ^ � I � I� I I I� j �o isa Q 00 1 0 cri 00 o o o I �"' N I C9 i � 6 Q = �, '� CO I 4' HIGH FENCE s ! (� ! ._. I `� B o�' O �00 I z (' LL SINGLE—STORY a p U O 4 .� V) 6' HIGH FENCE w`, BLDG :� U _ _. _ CD ,a I 0{ 5,000 S.F. 1 0 m Z �- ;~ I� 0 F. F. E 9.18' �1-- � <C o"cd 0� 9 ° ° W Ln O w IW �. ° 3A4.3 a m I N O W °Q LO a ° �J ✓ Z� a ° J d a I i C,, 0 4 � — f V) _. ._ _ _ ..,_._ . _. r �� z00,00 10.45' Li d z 4' HIGH SWING GATE - Q ( 0 l 0 '/-0,00L) ^ I I . � z z z � � 6 HIGH, -'y ���...._/// � �``�LO N d 0 00 N < F- w o� N ! - ' - O COMMUNITY DEVELOPMENT ��w� 0a- �� `� N N DENIED Sheet Name WLiM w� G'V�G® . WM (n -j LLJ cQ1 L) 5.31'. Site - _ I Geometry �-� 00,00_oo Plan _ _ __ _ __ ___. _n_ ____.__ - - . _� _ ...__. ®__ 1 00 011A cLg�660__ ,� � � N o N U Sheet Number �m ON!Mi0 V I00o0 soz 10 CMI 10 Zw ,\ 000 ooONIS 71w p a., p - Project Number L- b- cl- 16-470 N 0 z WO o az U cn a_ am of Qo Z W W oz cli� z :5N CL N W Fa N N W z Q J 0 C: W z zis rxW z �3 W z � Y 0: W W m o L ao a� azW W N OV 93Q W �N UW W iF X W 0 W W J W _Jz Na a� W Q Wz z- W En DIn Lam, ND FORCE MAIN 4"FM WATER MAIN 8"WM SANITARY SEWER MAIN — �7 REDUCED PRESSURE h BACKFLOW PREVENTER W METER BOX Revision SERVICE W/METER BOX Q GATE VALVE ►� REDUCER J 90' BEND 1 45' BEND LJ � Q 22 1/2' BEND �gI 11 1/4' BEND 1 TEE-� LLI O§ END CAP SAMPLE POINT •C i FIRE HYDRANT SAN. SEWER MANHOLE } LIFTSTATION ¢ W W N z �7 s h a z W Date Revision 1 08/08/17 N 2 LIJ< F- J ) N z LJ � Q I �gI 1 W �LJ LLI O§ ImoLJJ - W Cl - Cr_ CL 6 ¢ (Y ILLJ O a ry 0 N aW.. C7 cx� Ll- N N M N N EXISTING , > METER AND STUB -OUT cr$ _00 pN 2" X 4" TAPPING SLEAVE & VALVE F 2" PVC PROVIDED FOR MATER SERVICE C.n : 2" RPZ O 1 I� Ld I W 00 z O z � _J O :2 l iiyy ����++ ..sem < h P, 14 < p c �>0 z I-_ r� W00 LLJ _J M GENERAL UTILITY NOTES 1. MINIMUM DEPTH OF WATER MAIN AND SERVICE CONNECTIONS SHALL BE NO LESS THAN 36' INCHES. 2. MAINTAIN A HORIZONTAL CLEARANCE OF TEN (10') BETWEEN WATER MAIN AND SANITARY SEWER SERVICE. 3. MAINTAIN A VERTICAL CLEARANCE OF ONE FOOT (12') BETWEEN WATER MAIN AND SANITARY SEWER SERVICE. 4. SANITARY SEWER PIPE SHALL BE SDR -26 UNLESS SPECIFIED OTHERWISE ON THESE PLANS. 5. SANITARY SEWER CLEANOUTS SHALL BE SIX (6') INCHES UNLESS OTHERWISE NOTED ON PLANS. 6. CONTRACTOR TO VERIFY LOCATION, SIZE, AND INVERTS OF EXISTING WATER AND SEWER STUB -OUTS. CQ 0 O Ln N 0 Ln N O CD Ln CN 0 CONNECT TO EXISTING SANITARY STUB -OUT. o L CONTRACTOR TO VERIFY SIZE, INVERT , O - ELEVATION, AND LOCATION. LO z MINIMUM INVERT ELEV. = 5.15 _ z CONTRACTOR TO NOTIFY ENGINEER C ) (5. � IMMEDIATELY OF ANY CHANGES. I Y o v N U O N U O �' ` \ p O EXISTING SANITARY STUB—OUT � EXISTING 1" STUB -OUT o z CN I p z �]� �� 3) SCHIER GB -250 GREASE TRAPS. �- 0 PROVIDED , OR IRRIGATION w o SEE DETAIL ON PLUMBING PLANS.,, O Ld Q Q 0- 14 LF 6" PVC SDR 35 6 .- U- �- 1 NINE ANITARY LATERAL S=1.0% in, -� a I Z 2 _LM JO 113.E00'9 1S�M 1H� � W o L— ;i Ld ElfU - 33 LF 6PVC SDR 35 - - - - �_ -- = T - -- - _ - �- SANITARY_ - _ LATERAL --- - ,--• � S=1. LO -- - W -- -- - - - .- --- Lli : o/ --z =_ — - _ ;r oouu000 ¢ - a coo IN ° �m000 EF ENT INVERT- �� �,� sn s� - 000I 0 SD S� uoo� uoOoo ELEV.= 6.25 INFLUENT INVERT 000000ao - r � p 60 LF 6®c PVC SDR 3 ELEV. = 6.35 SANITARY LATERA, - j y SANITARY CLEAN-OUT H S=1.0 0 d ,... ��s GREASE LINEC SDR 35 _ O oz a W ' 13 LF 6" PVC SDR 35 UJ z M SANITARY LATERAL _ O - I Q cn S=1 0% as as M__ i 0 5 10 20 o 0 ' I O W J 0 t a 66 LF 6" PVC SDR 35 0 a O SANITARY LATERAL S=1.0% I W00 Li W 00 I n I o Ln T),; U -r i ;_ r 00 0 �- � O Q Ir �-� SINGLE -STORY o U 0. 1 BLDG ry 0 1.1 0 i > 0 O _ o 51000 s. F. O 4 <t a W a, o F.F.E. 9.18 Oi O O k— W LCA O I> WW m 4 Ln i a aQ a N f J _J a a D �. \ 3 i f O � I p r° a a { 4 4 o o _ _ =)f z - AL ------ 00,00 O 6 Q r C� — ((I IIIA ��0 00 L) �-� ° 0 N U '� W Oco O A � LL_ C N Ln p- oo N I o � Ln - 0 :o� 0 0� L6 IL O p� �- N ze _.. Or 40-\t� 0_0_7_0�_ zrO m� �/-9'667 31 LF 4" DR 18 d - FIRE SERVICE 0 N i a � i n °v `N i 00oo _J jLJ 0�. O 3 — W N z W AGO h a z o z o Date Revision 1 08/08/17 N 2 LIJ< F- J ) N z LJ � Q I Q W� =) U U ImoLJJ - W Cl - Cr_ CL ¢ < O a C) N aW.. C7 cx� jZ. 0LF2"PVC DR21 N N M N N EXISTING , > METER AND STUB -OUT cr$ _00 pN 2" X 4" TAPPING SLEAVE & VALVE F 2" PVC PROVIDED FOR MATER SERVICE y � II 2" RPZ O 0 M0 Z � -` ¢O< z CONNECT TO EXISTING 6" WM ,a p 4" X 6" TAPPING SLEEVE & VALVE w¢c WLliF j__ 'LJ � z F__ = 00 L¢0O > W W0y -i o z a Qcaau� O p W U 0 ' I O W J 0 t a 66 LF 6" PVC SDR 35 0 a O SANITARY LATERAL S=1.0% I W00 Li W 00 I n I o Ln T),; U -r i ;_ r 00 0 �- � O Q Ir �-� SINGLE -STORY o U 0. 1 BLDG ry 0 1.1 0 i > 0 O _ o 51000 s. F. O 4 <t a W a, o F.F.E. 9.18 Oi O O k— W LCA O I> WW m 4 Ln i a aQ a N f J _J a a D �. \ 3 i f O � I p r° a a { 4 4 o o _ _ =)f z - AL ------ 00,00 O 6 Q r C� — ((I IIIA ��0 00 L) �-� ° 0 N U '� W Oco O A � LL_ C N Ln p- oo N I o � Ln - 0 :o� 0 0� L6 IL O p� �- N ze _.. Or 40-\t� 0_0_7_0�_ zrO m� �/-9'667 31 LF 4" DR 18 d - FIRE SERVICE 0 N i a � i n °v `N i 00oo _J jLJ 0�. O 3 — _€- 4 DOUBLE CHECK DETECTOR SACK FLOW PREVENTOR ,i O oz 7L spa F COMMUNITY DEVELOPMENT DENIED W N Lli W AGO h a z No. Date Revision 1 08/08/17 N 2 M J ) N W LJ � Q I W� =) U U W Cl - Cr_ N N < �p C) N o jZ. 0LF2"PVC DR21 N N M N N DOMESTIC WATER I cr$ 00Lr)U 2" X 4" TAPPING SLEAVE & VALVE F 2" PVC DR 21 to l0 0�7 4) r? !- 2" RPZ BFP 0 M0 z CONNECT TO EXISTING 6" WM ,a p 4" X 6" TAPPING SLEEVE & VALVE aw ASSEMBLY. CONTRACTOR TO VERIFY � LOCATION. U _€- 4 DOUBLE CHECK DETECTOR SACK FLOW PREVENTOR ,i O oz 7L spa F COMMUNITY DEVELOPMENT DENIED *0 0 L 4_J co co N C CO 0 W Q Cd a� •- Cd V Sheet Name Water Sewer Plan Sheet Number C=120 Project Number 16-470 W N d o W AGO h a z No. Date Revision 1 08/08/17 N 2 01/26/18 J N W N N �p N o •• N N M N N Z cr$ 00Lr)U O 1,6 00 +� 0 f� to l0 0�7 4) r? 0 M0 M 0 ,a p aw C � U a� U *0 0 L 4_J co co N C CO 0 W Q Cd a� •- Cd V Sheet Name Water Sewer Plan Sheet Number C=120 Project Number 16-470 AGO h REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 *0 0 L 4_J co co N C CO 0 W Q Cd a� •- Cd V Sheet Name Water Sewer Plan Sheet Number C=120 Project Number 16-470 O E LEND STORM SEWER MAIN CONTOUR LINE 20 MAJOR DRAINAGE DIVIDE MINOR DRAINAGE DIVIDE STRUCTURE NUMBER S-XCQ STORM SEWER MANHOLE®S o STORM SEWER INLET co _C o YARD INLET HDPE o o N Ln STORM SEWER CURB INLETS-- -' MITERED END STORM SEWER ENDWALL FLOW ARROW (PAVEMENT) ^" FLOW ARROW (SWALE) SPOT ELEVATION 0 5 10 20 r I MATCH EXISTINGCH DE�AIDLS ON SHEET 0532 CHAMBERS. SEE 4co0 0 N CLEANOUT INV. ELEV. _ -2.05 vl� co (9) 4" PVC UNDERDRAINS. SEE DETAILS o o ON SHEET C-530. o�0 ZO v v z CONTROL PANEL FOR WET WELL 0 O` . n ry QN `t 0 4' DIAMETER WET WELL W/ SUBMERSIBLE C) o O o PUMP. SEE DETAIL ON SHEET C-531. I EXISTING; SANITARY STUB -OUT �' b 'i CLEANOUT INV. 3 _ w ' } } 10 LF 2" PVC 0- ELEV. _ - 0.8 • 0 0 0 O ' � o- � � 9 0). O — c� 6 I , �' • CORE INTO EXISTING INLET AT ELEVATION 2.55. CONTRACTOR 0 � �< awl, TO VERIFY INVERT. cp bi�8 1 _ Q' tl �� �� 10Y1 �0 �]Z:1/0 1 1 ]Ni U e o ; _ ° -- — [ IC i O a - - --- - - - C) -�� -1 wST -1 (TYPE INLET) ^ _-- ---- __- - --- - TOP ELEV. = 6.65- N-7 __LE_INV. ELEV. = 4.00 G -— -- - vF o — b rll 00 1 v W I I --- _--- _ --- __ - - -- - - - ---- - 6 ST -2 MODIFIED TYPE E INLET I w r —_ __ - \T `° -- --'- __._.--- ��'so ° `` I XI,.CONTROL STRUCTURE w -- rt-- --Ale PR fi0P ELEV. = 8.10 Z Q - acoo�000a a. INV. 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C) COq�y^ry ' ._ 0C3 ( C ' N O N e I— , d 61 `� w co L CL wIAJ W CO ___I wX wto 7w� " $o c9 �w W L szg X IS) 9& COMMUNITY DEVELOPMENT 19. 00,007 1 DENIED W* 000 o J w N Z wQ aM W Z W z_ 0 0 W W Of001 U_J1 cLg 06 I.OfIz Q N O 0 O \m OIC 4._� in V Ni 100 \0 z- � 10 ]Oil O O z w Dw _� D 0 � �, 0 - ow M AWLAnk Won" c N Ldda: No. Date co 1 08/08/17 Y O 2 01/26/18 z W m J O_J M v_ N N N o •• N CN co N It Cq Q) Cd L0 oo L0 E a 'd�6 00 U c7 GJ MON U ")CO oo� o U ow M AWLAnk Won" REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 *0 0 L co 4� co N CN CO o � a U � Q 0 �� Cd � 0 t . U dam- Cd U <11 Sheet Name Grading Drainage Plan Sheet Number C=1 30 Project Number 16-470 LEGEND SILT FENCE INLET MTEnON (D • • • • • • • • • • • • • • • CONSTRUCTION ENTRANCE SYNTHETIC STRAW BALE r= PROTECTION CQ 0� O o , r -n O O Ln N 0 5 10 20 � o 0 0 Y' O 00 N oco ' O LnLn 0 � O SILT FENCE (TYP.) o O � a- Q o ` �' o o U EXISTING SANITARY STUB --OUT �• o � o � Ca�� �o 0Z C"A (0-��i� 6 0661) �` Li z °' z - CIL 00,00�� I o 7A - >e` In b .C} p � J 0 0° / , _ �g iM AO i_J3A 00`9 ! S]INl U g ; ':' LU m0 CONSTRUCTION �C� _ ENTRANCE 2" TO > j . a 4 STONE , f- ,w i , , c� O 6 � � z �..J.J F - LL Ln 00 Ld EXISTIN i" METER AND STUB -OUT c = W �\ �\ { FROM D FOR NATER SERVICE '� z �) < it 1_3 -- t� � q WLL_ 5UJ <0 0-J w_LJ :E >00 InL'i 05 0 (n s- ^ \\) o� > W Q `fit fir.:; ". U V r �,�'' r J \\, "'se„e �'r r < ot WV }' O �� ���_% LL, - Q aC Ln z � f�� v r U U .� s o _ — - . - cWi ULi 0- nR > 0 1 61 W� F m J v U D_ ,�`` 121 t o _ f LLJ %Z CDQ v ELL LL o __ j W O 4 0 0 0 ILL M i F- O m !_t-- 00 1 o I _ Cfl L I Ln iM U iCNW (Y Zm �---- - _ SINGLE— zSTORY ,o C� oW0In Z �Si`moi? �� (6-1 -� ^ o BLDG . W � En W N , a o o , , � _t .. 51 0 GO S • F. � �f61t0 Z �-- / Ln 9.18' o2 CD 0 0 �q.Q a ° a .4 x .- .: °,,� r° — J N � C� �� o L w 0 a 4 m xLO J C� as a _ / N x 0 t > W� L] \W z U 4 �J ❑ W Z 4_J i L iF W D d 4 t1-99 ZZ < o 0 o G 19 < (D k , I- - -,-. -_ - -,-' C_\ x &Z *w 130. > 71- pz Cl) ce y 0 I-__ z 00 0 0 LJJ 4- � H (Ooio 00.00 �} 'o� Im Q W U 4- 0� I1 �NrAQW ait Or_ N 0 O r) CN W� < z 0 z �� JI L�✓ 00 ✓ z F_ � c�i' �� z w �d N �, ` O o m p o- SILT FE CE (TYP.) `'; x a- C� _ WLIJm 0__J 0.1 Z_ �� �' W 01 z� ° 6 00,00 z �' , P/"e COMMUNITY DEVELOPMENT W MAID 6000 _ DENIED � o;� _ �, O CL Nd -i co I NCD NU 0 w gym' 0Ni i 0g NI0000 �ixw1,91 �Z o /� 008 110N1 Zw Q a. X>- OWm OWm W ZQ W Z _o 4-+ co N N 'y CO 0 .� pq w VCd•� Cd -4 4) •C M c .• J �C O U f I I I Sheet Name Sediment & Erosion Control Plan Sheet Number Cwl 0 1 Project Number 16-470 r a U! co ao L �f WO m W JZ %IM W V m J O_Jds �rR m W N N N O •• CN NO 'd - r7 0 Z � cC{ 00 U-) V1 •� 00 0 [�] 001 O co 0 0� o 'max °� Cd C) U RL 'Ap REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 4-+ co N N 'y CO 0 .� pq w VCd•� Cd -4 4) •C M c .• J �C O U f I I I Sheet Name Sediment & Erosion Control Plan Sheet Number Cwl 0 1 Project Number 16-470 z~ C OM o� Q Z! 0M W C O C Z z- a a. w� w .4 �a LL vi Q , oa w z ic- zW z $w LL �Y IxIr w a 00 oa a� �z w OV OZ a� i� c� 0-w ON U W w w0. �w N � Q W W J w mz Nq w2 W Z W z O WW O� LOCATION & TYPE MATERIAL DESCRIPTION LIFT THICKNESS TEST METHOD COMPACTION MOISTURE CONTENT BUILDING SUBGRADE EXISTING SANDY SOILS OR HEAVY MODIFIED PROCTOR NDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY SEE PLAN (5' BEYOND PERIMETER) COMPACTED FI L CONI OF >9 T012 c: N APRON) N/A RY. SEE PLAN FOR SPECIFIC DETAILS. CING SEE PLAN FOR SIZE o cc n GRANULAR SOIL CONTAINING LESS 12" �. 95% & TYPE ,. THAN 10% MATERIAL PASSING MIN. NOTE: J"/FT ASPHALT (FDOT TYPE S-3) THE No. 200 MESH SIEVE 8. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL m w BOLTED TO POST 1. PAVEMENT SUBGRADE TO EXISTING SANDY SOILS OR MODIFIED PROCTOR NOTE: >. U A DEPTH OF 30" BELOW COMPACTED FILL CONSISTING OF AREAS WHERE SOD HAS BEEN REMOVED SHALL BE 4" m. a t . '' LIMEROCK BASE N/A BASE NON -PLASTIC, INORGANIC, PARKING R 50DDED. �� R 6 (5' BEYOND PERIMETER) GRANULAR SOIL CONTAINING LESS 12" m U. 98% THAN 10% MATERIAL PASSING SLOPE PER PLAN --- THE No. 200 MESH SIEVE ALL ASPHALTIC CONCRETE SHALL MEET THE LIMEROCK BASE FDOT LIMEROCK, LBR = 100 6'1 MODIFIED PROCTOR 100% N/A PAVEMENT SUBBASE EXISTING SANDY SOILS OR MODIFIED PROCTOR COMPACTED FILL CONSISTING OF 6» 98% N/A NON -PLASTIC, INORGANIC, e47777 f GRANULAR SOIL, LBR = 40 N LANDSCAPE AREAS EXISTING ON-SITE SOILS 12» MODIFIED PROCTOR 90% N/A EXISTING GROUND EXISTING SANDY SOILS PROOF ROLL AS SURFACES TO RECEIVE N/A DESCRIBED BELOW N/A N/A FILL IN BUILDING AND PAVEMENT AREAS �k REFER TO TABLE FOR SECTION P VEMENT SECTION SHOWN IS FOR GENERAL INTERFACE LIMEROCK BASE PAVEMENT SECTION THICKNESS DUTY 1.5" W HEAVY C NDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY SEE PLAN CURB &GUTTER >9 T012 c: N APRON) V RY. SEE PLAN FOR SPECIFIC DETAILS. SEE PLAN FOR SIZE o cc n SIGN SHOWING THE ACCESSIBLE SYMBOL. �. o U & TYPE ,. W a 0z MIN. NOTE: J"/FT ASPHALT (FDOT TYPE S-3) 8. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL m w BOLTED TO POST 1. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED. 6"z �_ 1. �" (5) SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH NOTE: >. U SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY ALL AREAS WHERE SOD HAS BEEN REMOVED SHALL BE 4" m. a t . '' LIMEROCK BASE OF JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT o J PARKING R 50DDED. �� R 6 m U. -T- 2 SLOPE PER PLAN --- 2. ALL ASPHALTIC CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 331 AND/OR SECTION 333, MONOLITHIC CURB & SIDEWALK 2�- FOOT STANDARD SPECIFICATIONS. LATEST EDITION. c c v v: w ��� mow.., d Cq N e47777 f N 0 SECTION 6» ASPHALT LIMEROCK BASE STANDARD DUTY 1.5" 6" HEAVY DUTY 2" 8" (INCL. DRIVEWAY >9 T012 1-1/4"x18" ® 18" OC APRON) 6. JOINT TYPE INDICATED ON SITE PLAN --I 6» 7» 3. ENTRAINED AIR CONTENT = 4 TO 7% DOWEL DIMENSIONS AND SPACING 6 (2) PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN 0 0 4. THICKNESS, d AS SHOWN ON SITE PLAN 3/4"x14" ® 18" OC ALL DIRECTIONS. MIN. >7 TO 9 1"x`16" ® 18" OC 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN >9 T012 1-1/4"x18" ® 18" OC 6. JOINT TYPE INDICATED ON SITE PLAN (3) ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A ai � o .: SIGN SHOWING THE ACCESSIBLE SYMBOL. �. o U ,. MIN. AND BEFORE UNCONTROLLED SHRINKAGE CRACKING BEGINS EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. NOTE: ALL SIGNS SHALL BE 8. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL BOLTED TO POST 9. MATERIALS, QUALITY ASSURANCE, PLACEMENT AND CURING (5) SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH NOTE: SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY ADAAG 4.29.2. REFER TO PLAN SHEET FOR ACTUAL OF JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT PARKING a� m o o 'n o 4 _ I- s• SAME SLOPE AS ' �- » ADJACENT PAVEMENT L s 1X" R. L...7 �9" 9» 7" 7„ U 4"R -.-I 5" 5" N 2'"R g" 10" » T a 2` 11" 13" : � � 10 ---I Jr �• R 1 R. �" R. 1" R. 1s , M iA R. once " R. oROP R Xi IN, 12" a e. < 4 a = 1',"R 7 7/8 4"R " 4 7" .a a a a ` 6 I. It'd - �: � �� �.4 e - ^ � a a �. • "", O (0 . PROOF ROLLING TO BE ACCOMPLISHED UNDER THE DIRECTION OF THE ENGINEER. � _L� � � - "`�` � � � � �. _L� °�� 2.' VALLEY CURB -18» 18" 18" 18" �----18"----».� °r" ---I I --------I LEADER. DROP MONOLITHIC CURs (OPTIONAL 4') TYPE "A" CURB DROP CURB MIAMI CURB MEDIAN CURB CITY STANDARD SPECIFICATIONS FOR SUBGRADE, SUBBASE AND BASE MATERIALS 1 SIDEWALK, EWALK, ASPH ALT AND CURB SECTION 2 12:1 SLOPE (MAX.) HEADER CURB EDGE OF PAVEMENT/FACE OF CURB SIGN N0. FTP-25APPROVED SEALER APPROVED SEALER REVISION _ CONCRETE SIDEWALK HANDICAPPED PARKING SIGN 1/8" 1/4" 1/8- - 1/4- 1/8's 1 1 /2" (FTP -25) D/4 —� �'�— No. Date Revision 6• SHALL CONFORM TO F.D.O.T. , . DESIGN SPECIFICATIONS 08/08/1 COAB 1 4»R 4„R D - D , J 2 ire / I / e fi 1 ° 2 01/28/18 COAB 2 ° . u. <. D/4 .: 2.OX (MAX.) T Xz DOWEL LENGTH CROSS SLOPE T "D"/2 CONTRACTION P JOINT �Y DETECTABLE WARNINGI�Jm a CONSTRUCTION JOINT SURFACE / WHEEL STOP � CONTROL JOINT EXPANSION JOINT (TYP.) JOINT SEALER 5• 0 BACKER ROD c� (MIN.) PARKING z 1/4" - 1 /2” APPROVED SEALER o PORTLAND CEMENT N � TRANSVERSE ( (1 a 1$ CONCRETE PAVEMENT o ¢ a MIN. ` EXLTII�G m EXPANSION STRUCTURE' TRANSVERSE WHITE 1 1/2" 0 GALVANIZED ^ > D b Q/ JR JOINTS QR.CAS.nNG STEEL POST W/CAP EXPANSION 60' " 6» r.� " O 2 2 a JOINTS NOTE: o PREMOLDED JOINT PROVIDE TRANSVERSE P.T. w m 1 _� �, MATERIAL EXPANSION JOINT 6 —0 MAX.) / / ' " EXPANSION JOINTS CSD 6" / 1 w / 1 � , » . - a 4'-0»(MIN.) SPACING 6" I-- 6" �--1 r--- �—"I 1-- 4 �' NON EXTRUDING PREMOULDED MAX• SPACING OF 5 FT. MIN. 3,000 P.S.I. JOINT FILLER(A.S.T.M. D-175) CONCRETE TYPE F JOINT ADA PARKING NOTES: NOTES: i `• (1) ALL HANDICAPPED PKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE 1. MINIMUM 28 -DAY COMPRESSIVE STRENGTH 4,000 PSI AR - 2 MAXIMUM SLUMP - 4 INCHES AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). " "D" CONSTRUCTION JOINTS TYPE D 3. ENTRAINED AIR CONTENT = 4 TO 7% DOWEL DIMENSIONS AND SPACING 6 (2) PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ROUND (SEE NOTE 9) 4. THICKNESS, d AS SHOWN ON SITE PLAN 3/4"x14" ® 18" OC ALL DIRECTIONS. MIN. >7 TO 9 1"x`16" ® 18" OC 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN >9 T012 1-1/4"x18" ® 18" OC 6. JOINT TYPE INDICATED ON SITE PLAN (3) ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A 9' 4" WHITE STRIPE 7. JOINTS. SHALLL BE CUT AS SOON. AS CONCRETE HAS HARDENED SIGN SHOWING THE ACCESSIBLE SYMBOL. TO THE DEGREE THAT EXCESSIVE RAVELING WILL NOT OCCUR (4) ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, MIN. AND BEFORE UNCONTROLLED SHRINKAGE CRACKING BEGINS EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. NOTE: ALL SIGNS SHALL BE 8. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL BOLTED TO POST 9. MATERIALS, QUALITY ASSURANCE, PLACEMENT AND CURING (5) SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH NOTE: SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY ADAAG 4.29.2. REFER TO PLAN SHEET FOR ACTUAL OF JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT PARKING SPACE LAYOUT CONCRETE AND ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS DOWEL SIZE AND SPACING REQUIREMENTS "D" CONSTRUCTION JOINTS TYPE D SLAB DEPTH (IN,) DOWEL DIMENSIONS AND SPACING ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" ® 18" OC >7 TO 9 1"x`16" ® 18" OC >9 T012 1-1/4"x18" ® 18" OC NEW SIDEWALK XI SI LWAL P.C. CONTROL JOINT PLAN N � HANDICAP PARKING SPACE3 STANDARD PARKING SPACE 4 CONCRETE PAVEMENT SECTION 5 TYPICAL SIDEWALK DETAILS 6 N o � CO 1/4 MAX. LIP 8 SIDEWALK 5' TYP. CITY STREETS 1A1` :4 UALLOWE 4' RESIDENTIAL STREETS 5' TYP. CITY STREETS SIDEWALK '�Cd 4 rn. STRIP 6 MIN. RAMP 3 MIN. > U (SEE PLAN) 4' RESIDENTIAL STREETS STANDARD a Q is Cd M 'Cd -- 4 MIN. U CUT & REMOV RAMP CURB a CURB (MIAMI CURB 8» N o RAMP CURB & GUTTER SHOWN) 5,• �� z n N�pCd ccxQ RAMP CURB '---------- — — — — _ — �N U Q ALLOWED • TRUNCATED DOMES 2CITY STD. OR MIAMI .. „ ' • " • '. • • ='k Q A 2 Z CURB & GUTTER ,. • 4' MIN.ry 2 1 MAX 1 k 000°0®0000 - 00000010 1 °°°°°°°°° °°°°° '� 2• DROP CURB (COUNTY STANDARD Z °0°0°0°0°0 °°°°°° o A; 01010 00000°°0OC CURB &GUTTER SHOWN) CUT & REMOVE STD. tiff°-°°°° °° °°°Q°°�>°° CURB &GUTTER SHOWN ° ° °`�0 ° ° °` ° 0'0 `�' SECTION B—B TRUNCATED DOMES N.T.S. C� ?. IF CURB & GUTTER IS EXISTING DETECTABLE o 0 0 SECTION A—A `"`" CUT & EMOVE EXISTING CURB WARNING 0000000 OP OF CURB FAC & GUTTER TO CONSTRUCT TRANSITION ON RAMPS THAT ARE PERPENDICULAR A 0000000 „ WITH THE CURB LINE, THE DOME PATTERN A K2 SHALL BE IN-LINE WITH THE DIRECTION OF A EDGE OF DEWARNIING 235» ONAAERADIIUS,RTHE DOME PA TEAMPS IRN SHALL NG CURBS GUTTER COMMUNITY DEVELOPMENT CUT AND REMOVE STANDARD CURB AND GUTTER EXISTING CURB AND\ -OR MIAMI CURB AND GUTTER IN-LINE M 6 GUTTER TO CONNECT PIAN VIEW (SEE PLAN) PLAN VIEW BO THE EXT NI THP PRACTICAL. TION OF TRAVEL PLAN VIEW DENIED TRANSITION N.T.S. N.T.S. 0.9" INTEGRAL I N.T.S. VARIES DOME 6 TRUNCATED DOME ROP CURB ON EXIST. FACILITIES REMOVE & RECONSTRUCT CURB CURB & GUTTER --RAMP lZ(SEE DETAIL) { / ) Sheet Nome RAMP W/ INTEGRAL CAST CURB 0 0 6' CURB TRANSITION 4' MIN. 6' CURB TRANSITION �+ tk NOTES: rnL DROP CURB Site 6" 1. HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL " N 12:1 MAX 12:1 MAX STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. D•2 0 0 0 NOTE: Details VARIES 2. THE CONTRACTOR SHALL INSTALL DETECTABLE WARNING SURFACES IN TRUNCATED DOME ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE ACCORDANCE WITH A.D.A. REQUIREMENTS. REFER TO FLORIDA BUILDING CODE 0 0 0 0 WARNING SURFACES THAT EXTEND THE FULL WIDTH OF a --CAMP FOR FURTHER INFORMATION. NOTE: THE RAMP AND IN THE DIRECTION OF TRAVEL 24 TOP OF CURB FACE BACK OF SIDEWALK RAMP W/ SEPARATELY CAST CURB 3. DETECTABLE WARNINGS IN CURB RAMPS/CROSSWALKS SMALL COMPLY WITH THE OP WIDTH OF THE DOME SHALL PLAN VIEW lkNCHES (610 mm) FROM THE BACK OF CURB. Sheet Number ALL ADA REQUIREMENTS INCLUDING 4.7,7 / 4.29 AND FOOT INDEX NO. 304. BE A MINIMUM OF 50% AND A MAXIMUM RAMP CURB OPTIONS OF 65% OF THE BASE DIAMETER. SECTION A -A GUTTER CM51 0 N.T.S.. Project Number CURB CUT/HANDICAP RAMPS 7 16-470 z Cr M z WU oZ U W j v 0. QQ�a �O W ~ IY =O w W d } z pa. � Z Q 4 ZO a O=_ f� D Z a0 N LLJ 0 m W Q 0Z dz JJ a� W4 �a LL N LL a. D p; w LL Z 4' Z W x LL OY }Q Q F- LL Y a 0° LL O Q Q' a�- 0:Z W iEZ OOU ZZ Q Z 0 �a CLy V W W ia F x w 0 0:0 0: W 0Z N4 a2 WQ W Z z- 0 W W In M WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE `WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6, AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED NE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE PROPOSED UTILITY WASTEWATER � W M A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. POTABLE WATER GRAVITY AND FORCEM IN d00 VACUUM SEWERS CONFLICTING UTILITY HORIZ. VERT. JOINT HORIZ. VERT. JOI SPACING* SPACING- T HORIZ. VERT. JOINT SPACING SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES VERT. JOINT SPACING* Y d NOTE 1 12 NOTE 2 6' to 10' NOTE 5 NOTE 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) 3 12" m 3' to 10' P/L P/L 3. NOTE 2 L0 N W 2' 2 7 1/2' JEA UTILITY 4" D.I.P. OR MAIN (MIN) WHERE f �':✓\�° r' f ,° ° ✓ 1 f �` J Z 00 00 2' EASEMENT METER W/ MULTIPLE TAPS ARE SADDLE.IN/CORE 2" SADDLE-W/CORP STOP ......................... >. W z CURB STOP CONSTRUCTED --\m R/W 15' MAX 20' MAX RECLAIMED WATER 3' J NOTE 2 1" POLY WATERSERVICE MARKER NOTE m W 3 12 FOR NEW NOTE 1 12" NOTE 2 1" POLY TUBING W/"Y"REQUIRED 1" MIP PACK DEVELOPMENT AREAS 6' 3' FITTING JOINT COUPLING (SEE NOTE #4) 3' HORIZONTAL & VERTICAL SEPAFATION MULTI -SERVICE "Y" REQUIREMENTS2"POLY INLET AND 3 SET AT FINAL GRADE (NOTE #7) iv 12" t- (GRAVITY AND FORCE MAIN) TUBING (2"FIP 1. CO -POLYMER METER BOX NOTE 2 N WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE `WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6, AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED NE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE PROPOSED UTILITY WASTEWATER � N C POTABLE WATER GRAVITY AND FORCEM IN RECLAIMED WATER VACUUM SEWERS CONFLICTING UTILITY HORIZ. VERT. JOINT HORIZ. VERT. JOI SPACING* SPACING- T HORIZ. VERT. JOINT SPACING HORIZ. VERT. JOINT SPACING* POTABLE WATER NOTE 1 12 NOTE 2 6' to 10' NOTE 5 NOTE 2 3 12" NOTE 2 3' to 10' 12° 3. NOTE 2 L0 N ... .. . .' ... 'ROADWAY'. f �':✓\�° r' f ,° ° ✓ 1 f t!� b 00 00 SADDLE.IN/CORE 2" SADDLE-W/CORP STOP ......................... z y RECLAIMED WATER 3' 12" NOTE 2 NOTE 1 12" NOTE 2 3 12 NOTE 2 NOTE 1 12" NOTE 2 WASTEWATER O 6' 3' 3' 12" 3' 3' 12" 3' (GRAVITY AND FORCE MAIN) 6'to 10' 12" NOTE 2 NOTE 1 12„ M 0 O 'O NOTE 1 NOTE 2 NOTE 1 CONNECTION TO CUSTOMER'S NOTE 2 VACUUM SEWERS 3' to 10' 12" 3' NOTE 2 NOTE 1 12" '-' -C 10 Ll. 3' NOTE 1 12" 3' NOTE 2 3' NOTE 1 12" 3' NOTE 2 RW 10'x10' JEA UTILITY ® SERVICE SADDLE CLOSE TO WALL J"AS POSSIBLE (2 MAX) (SEE NOTE #2) SET METER ON UNDISTURBED OR COMPACTED SOIL EASEMENT W/UG ELECTRIC POLYETHYLENE WATER RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A N A NOTE 1 N/A N/A NOTE 1 N/A N/A PERMANENT �� ACCEPTABLE RANGE FOR DOUBLE 1 WATER SERVICE STRUCTURES NOTE1 N/A N/A NOTE 1 N/A N A NOTE 1 N/A N/A NOTE1 N/A N/A (SIGNS, TREES, POLES, ETC. NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY DISTRIBUTION MAIN STORM 3' 12„ 3' 3` 12" 3 3 12" 3 3 12" 3 SEWERS NOTE1 NOTE2 NOTE1 NOTE 2 NOTE1 NOTE2 NOTE1 NOTE2 ALL OTHER 3' 12 3' 3' 12•, 12" 3 3 12 3, 3, 12"3, UTILITIES NOTE 1 NOTE 2 NOTE 1 NO E 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 PROPERTY APPROVED OR 4 1 FIP OUTLET) LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH &COVER (NOTE #1) � N C POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A METER COUPLING (NOTE #4) 12 O N ............... MIN. (NO GLUED TEES) CURB STOP (MAX) Cq O O LOCATE WIRE PIG N Z 2'' POLY'TUBING' ' ' 4" PVC TAIL END (12" LONG) y M L0 N ... .. . .' ... 'ROADWAY'. f �':✓\�° r' f ,° ° ✓ 1 f t!� b 00 00 SADDLE.IN/CORE 2" SADDLE-W/CORP STOP ......................... z y v7 1p M ctS STOP.(TYP) TAPPING SLEEVE OR CORPORATION STOP REQUIRED ON �" Ln . M O 2' MAX (SEE NOTE #4) TEE WITH VALVE i�� ALL SERVICES REGARDLESS OF SIZE. o (CONNECTED DIRECTLY INTO SADDLE) JEA N METERIf d O I I - WATER MAIN SHORT -SIDE WATER SERVICE (NOTE #4) c •5 O Q POLY TUBING (1" MIN.) M 0 O 'O METER BOX LOCATION 2' WATER METER BOX (TYP) CONNECTION TO CUSTOMER'S M O cc�d �" O (NEAR UG ELECTRICAL 2 WATER MAIN AND BACKFLOW '-' -C 10 Ll. O BOX, NOTE #1) 7 1/2' JEA UTILITY EASEMENT SET CURB STOP AS PREVENTER (IF APPLICABLE) � RW 10'x10' JEA UTILITY ® SERVICE SADDLE CLOSE TO WALL J"AS POSSIBLE (2 MAX) (SEE NOTE #2) SET METER ON UNDISTURBED OR COMPACTED SOIL EASEMENT W/UG ELECTRIC POLYETHYLENE WATER BOX RAIN P/L RNV; RIGHT OF WAY LINE EASEMENT (NOTE #3) v SERVICE LINE (, P/L P/L: PROPERTY LINE (100LF MAX., NOTE #3) �� ACCEPTABLE RANGE FOR DOUBLE 1 WATER SERVICE TAPS 0°-45° (SEE NOTE #6) NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY DISTRIBUTION MAIN VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. NOTES 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 7 1/2' UTILITY EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE LINES IN LIEU OF TWO FEET UNLESS OTHERWISE BY JEA THE WATER METER BOX SHALL BE 2. SINGLE BAND SADDLES JAN UARYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER ABOVE OR BELOW THE OTHER PIPELI ( )' WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKSDRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA BE SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY LOCATED INA DRIVEWAY SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS AT A MINIMUM (SEE W-3 AND W-4-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) .SET TOP OFF -3 BOX BOX AT ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. NOTES: FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE OTHERWISE BYO THAT THE HYDRANTS ARE E LEAST THREE 3 FEET FROM ANY BJ.E.A.J CONSTRUCT POLY LINE WITH 24"NS (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED S A () 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS „ > THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT APPROVED OTHERWISE BY JEA. LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE FOR EACH ADDITIONAL FOOT OF DEPTH. OUTSIDE THE EASEMENT AREA. SANITARY SEWER OR WASTEWATER FORCE MAIN. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 2" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER REVISION ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (WI PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TON o. Date Revision PRIOR TO CONSTRUCTION. THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 1 08/08/17 COAB 1 NUTILITY SEPARATION REQUIREMENTS 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A SERVICES IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE NOTES O SEPARATION SHALL BE 12 INCHES. DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN 2 01/26/18 COAB 2 6. REFER TO SECTION -350, PARAGRAPH 111.4. EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 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 JANUARY 2017 PLATE W-1 1 DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE PLACED ON TOP OF BOX). CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THE STREET 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND V CORP STOPS (NO GLUED TEE FITTINGS). THE SEPARATIONREQUIREMENTS FOR 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6. DOUBLE V WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. WATER, WASTEWATER AND RECLAIMED WATER MAINS 7. A1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (V MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME WATER SERVICE DETAIL- 2" AND SMALLER METER CUSTOMER) UTILIZING A V BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). JANUARY 2017 PLATE W-10 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. JANUARY 2017 PLATE W-2 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. WATER OR RECLAIM SERVICE INSTALLATIONS 2" AND SMALLER METER January 2017 PLATE W-1 1 MJ TEE, [HYDRANT/ANCHOR TEE SHALL BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3/4" RODS (24" LONG MIN) 30" MIN. 6„ PIPE O co o N 3/4' RODS ALONG FIRST 15 LF 4+`• FROM HYDRANT (NOTE #2) 6" M.J. GATE VALVE (RESTRAINTS REQ.)2'4- APPLY GROUT TO FILL ANNULAR SPACE POSITIONED NEAREST TEE FITTING PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD MECHANICAL RESTRAINT REQUIRED (TYP) „''' a, w.m - 24" ROUND PRECAST CONCRETE 90° BEND (TO BE SMOOTH HOSE BIBB COMPACTED EARTH (TYP) PAD 4" THICK (SEE SPEC) SET ON REMOVED) (TO BE REMOVED) WATER MAIN COMPACTED EARTH, (SEE NOTE# 6) MAXIMUM TRENCH WIDTH -J PLAN (SEE NOTE #1) /-GENERAL BACKFILL VALVE BOX ADJUSTMENT (SEE NOTE# 5) MATERIAL COMPACTED TO 100% MAX.ASTM D698 FINISHED GRADE( WATER SHALL FLOW N (SEE NOTE #5 VALVE BOX & COVER (TYP) STRAIGHT DOWN �-1 PROVIDE RAISED PAVEMENT MARKER ------_____.PROVIDE BLUE PAINT TO z �I�! (NOT ANGLE) c (SEE NOTE #6) fA THE INSIDE OF THE TOP SECTION \fe,�ff\ \�f\f w i�� 0 M \. OF THE BOX (NOTE #5) \ya p\ c? a "o r --4W ).� 3 -WAY FIRE HYDRANT PUMPER NOZZLE `v } ELECTRONIC LOCATE BALL MARKER M U TO FACE q OF PAVEMENT (LENGTHIAS REQUIRED) a m FINISHED GRADE > U N � LOCATED WITHIN 12" FROM (SEE NOTES #3 & #4) BACKFILL COMPACTED TO 98% RISER PIPE (NOTE #10) � PROVIDE "V" CUT IN TOP OF 6" WATER VALVE BOX ' MAX. DENSITY, ASTM D698 (SEE RISER PIPE FOR LOCATE WIRE \fes f� f/",/X f� /. ,�/. f/.�.\,\f. f/. \! U (COVER PAINTED YELLOW) % \fe NOTES #3 & #4) GATE VALVE W/ 2" OPERATING �/. BREAKABLE FLANGE ? NUT (NOTE #4) ,--I (� � ACCESS INTO VALVE BOX ((s FINISHED �. PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE ' LOCATED (1 "MIN.) ABOVE GRADE PIPE DIAMETER ON ALL VALVES 12" AND SMALLER F- �I FINISHED GRADE f _ PIPE (Yz" SIZE MIN.) (TO BE U �4 \ (SEE NOTE # 9) REMOVED) ROUTE TO ROADWAY SHOULDER IF ` , f PIPE TO BE INSTALLED ON f" f fe REQUIRED (SEE NOTES) UNDISTURBED SOIL OR SUITABLE �°\a ;� ' 4-J 2 Iw- SOIL COMPACTED TO 100% MAX. RESTRAINED MECHANICAL , %� + ®°\` 12" (MIN) LAYER OF #57 BUSHING IF REQ. (TO BE REMOVED LOCATE WIRE IF REQUIRED LEAVE DRAIN a z DENSITY, ASTM D698 (NOTE #2) JOINT (TYP) ) Cly EE NOTE #1 w ( STONE (REQUIRED FOR 1" THREADED PLUG (TO BE INSTALLED AFTER (S ) HOLES OPEN a w \ UNDISTURBED EARTH VALVES 20" AND LARGER, BACTERIOLOGICAL CLEARANCE IS RECEIVED O BARE WIRE DEAD-END } f f� / ,�' (NOTE #1) �: <: ;. ' (NOTE #7) m w 90° DEGREE BEND (TO BE REMOVED) O +o > NOTES: �1" CORPORATION STOP CONNECTED w.... N TYPICAL TRENCH DIRECTLY INTO SADDLE (TO REMAIN) t FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. V WATER SERVICE SADDLE I, (TO REMAIN) (NOTE THAT OUTLET, 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). AT 3:00 OR 9:00 POSITION) PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP NOTES: OR EQUAL) TO TOP AND ALL 4 SIDES. 3. A "V CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/( ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V" CUT IS 2'-8" 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE THE TO BE PAINTED BLUE WATER/PURPLE RECLAIMED. CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VER ICAL AS POSSIBLE ORAS REQUIRED BY OSHA WATER MAIN (SIZE & TYPE VARIES) SECTION STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF PAYLINE WIDTHS. THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE NOTES: NOTES: BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF I HE PIPE TO REST ON THE UNDISTURBED TRENCH (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, BOTTOM, BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT SHOULDERS (NON -TRAFFIC AREAS). THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE ABOVE THE TOP OF THE PIPE. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED), 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL C014SIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 It ICH SIZE. AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE Ay" HOLE IN 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE ORB TTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES DETERMINED AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE). THE COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100% OF IT'S MAXIMUM DENSITYA S R MINED BY THE INSTALLED ON FIRE HYDRANT BRANCH LINES. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A T MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS LABORATORY MODIFIED PROCTOR TEST, ASTM D698. SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REC UIREMENTS AND EXCEPTIONS INCLUDING REMOVAL PERIMETER, MAY BE USED. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION F EQUIREMENTS AND DENSITY TESTING OF COMPACTED RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES SOILS. 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OPEN CUT TRENCH FO PRESSURE PIPE UP TOY THE OVERALL HEIGHT OF THE VALVE. OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. TEMPORARY SAMPLE TAP 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT JANUARY 2017 IN STATE ROAD RIGHT -OF-WAY PLATE W -42A NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY Sheet Name SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. AFC, BOXLOK OR APPROVED EQUAL. JANUARY 2017 PLATE W-25 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL), PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER).. Water SHALL BE PAINTED RED. 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY WATER VALVE INSTALLATION DETAIL IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE Details INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE JANUARY 2017 PLATE W-18 USE OF' IYDRANT EXTENSIONS SHOULD BE MINIMIZED. 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS PERPEWACULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN THE CEEvTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. FIRE HYDRANT INSTALLATION COMMUNITY DEVELOPMENT sheet Number DENIED C=USING MECHANICAL JOINT TEE 520 JANUARY 2017 PLATE W-13 Project Number 16-470 z oz W C Oz U W 8. MpC O� VV .' la ~ �C W m 4 } 1� za way QQ z~ �C o� M o ac N LL 5M W C OC Z vi - Z4 a� wU W4 �0. vi LL a, oa c. w WL Zz �w �W �Y w wm o L- a' 0 a F,. Ix N OV �Z a� _% 0 W o V) U W wIx X w O tw CK >-w Nz y Z w W Z 4 w Z 0 w f`% 0 SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT a o RAISED LETTERS, 1 3/4" HIGH c FLUSH WITH TOP OF COVER 6" � D 1 3/4" �' Y 0 6 / BRICK O� A C KSO SLOT OPENINGS SHALL j 2 3/4" NOT BE IN WALLS RAISED LETTERS 1" HIGH" z"x2"X," L5. WITH GRATE SEAT COVER 2- #8 @ 6" O.C. �. �' FLUSH WITH TOP OF COVER 2 1 /4 Q STORM Q SEWER 5'-6" NOTE: CONC. DESIGN w w 2 — CONCEALED PICKHOLES STRENGTH nn a_ 3 1/4" 4000 P. S.I. 6" NOTE: FRAME & COVER SHALL BE F Q m U o w 1" MACHINED OR GROUND AT i EYE BOLTS O R ' P TOUCHING SURFACES SO AS TO SEAT (SEE PLATE 2 3/4" PREVENT RMLY ROCKING NG ND 3'-0" OOOOC 0000 000000000 4'-6" 000000000 000000000 000000000 2"x2"x?" 4 40 Fill T (SEE PLATE D-209) 2" 3 ?" 000000000 000000000 OOOOC 0000 000000000 61 2" 000000000 000000000 000000000 000000000 000000000 000000000 40 Fill T L/2" --I f-- --i � D 2" 52" 26" —" II — 26" C --� Z ' mN Z ..I m mJ m l N N N p .. N M N N Z 0 W N !~ 3? o LCOO L00 :. SECTION C -C w - aj ma0) 0 5 c'. D-210) 6,> U$40oa , o 2 1 /4„ 3 PLAN d I I I I I ? Ln i� 00 34 1 /2" c 3 T2 1/4 ��� ALL EXPOSED CORNERS PRECAST IN ACCORDANCE \ 6" SECTION D -D 2" AND EDGES TO BE WITH LATEST EDITIONS )�2[TZ CHAMFERED 3/4" OF ASTM C 478 COVER PLAN TRAFFIC BEARING v 40 GROUT MANHOLE COVER AND FRAME (265 LBS.± 5 LBS.) PER CITY OF JAX. STD. GRATE FOR 2"x2"x1/4" ANGLE IRON GRATE SEAT EYE BOLTS TYPE „E" INLET (SEE PLATE D-209) — 4 NOTE: 2 GRATES SHOWN ii 2'_8" ., BRICK 3/4" MIN. THICKNESS 1" ' /-- 3 �„ 3 3 �» EACH GRATE SHALL HAVE A MIN. WEIGHT OF 316 LBS. i t �f #4 @ 12" O.C. B. W. 2" CLEAR '' �.• GROUT, "RAMNEK" OR-- �— "0" RING JOINTS L ,> 1 1 /2" 1 /4„ 6' 6 PIPE MUST � WHERE REQ D. 1 1/2" 1 2 NOT BE IN VARIES _ GRATE Aw MAX. DEPTH 15' CONST. JOINT a w --MINIMUM WALL THICKNESS SHALL 35 3/4" 2" CL. GROUTED OR "RAM-NEK" GROUT, OR "RAM-NEK w 1 1 8" 3/4" JOINTS WHERE REQUIRED JOINTS WHEN REQUIRED m > BE ONE TWELFTH OF THE DIAM. / MAX. DEPTH 15 OF THE RISER, WITH A MINIMUM 1 1/2" • 2 CLEAR » VARIES WALL THICKNESS OF 5 . 8-RIBS/8„ 6" 6"$ MIN. L 1/2"/ T. #4 @ 8" O.C.. k \\,\ . . BEARING CAP o PIPES SHALL BE FLUSH-- REVISION Q WITH INSIDE WALL. 32" 4 1 /4" 4" ?-/FT. - 2000 P.S.F. . . .. , 5/8„ ##4 @ 12" O.C. B.W. /� /// 401/2" No. Date Revision 1 08/08/17 coAB1 #4 BARS @ 12 O.C. PIPE MUST NOT BE IN FRAME •`•—•—• •—•—•—• CONSTRUCTION JOINT / z 01/26/18 coaBz 5/8» (215 LBS. APPROX.) g„ \ % '� X"\/\� PIPES SHALL BE FLUSH WITH INSIDE WALL PIPES MUST NOT BE IN \ 1 1/4" � � _,_) L_,_ 1 3/8"MIN. BEARING CAPACITY 2000 P5F CONSTRUCTION JOINTS g»%\ /\ /\ /\ /.\ /\ ##4 @ 6" O.C. B.W.VM�11A L1 MINIMUM BEARING CAPACITY 2000 PSF 1/2 T___SECTION / � 1 � � 3/4 PIPES SHALL BE FLUSH WITH INSIDE WALL 2 1/4 RIB DETAIL PICKHO E DETAILS NOTE: CONC. DESIGN STRENGTH 4,000 P.S.I. i TYPE C INLET 1 STORM SEWER MANHOLE TYPE J-1 THRU J -1—F 2 TYPE E INLET 3 i i 52 64" L „ 40 „ 6» 52 6 6 6„ TOP EL. = 8.10 GRATE GR TE MANHOLE TOP EL. 8.10 co N a $n4 > M 0 2 PVC SCH 80 -+ 2 PVC SCH 80 *-+ a <, FROM PUMP FROM PUMP N �+ INVERT EL. = 5.70 INVERT EL. = 5.70 .,.q Cd .-4 N WEIR EL. = 3.90 WEIR EL. = 3.90 5" WEIR ELEV 6.25 00 15 RCP FROM ELEV = 5.75cr. ? . < )� �`( nY tw TO ST -1 INVERT EL. - 3.20 ELEV = 3.25` » i5.? _,_> ti�.3 ��_ rti.., <� t�•'�f 1, ,;,r ( }C9^ iC.�, )w �..7 `t..:lt_.:',.i C.. {�, y„w,tt i; �.? ,,,� 15" RCP. 15 RCP -r�rY TO OUTFALL ELEV 2.50 TO g - OUTFALL 41 4a -----_— —INVERT EL._ 3.00 1 15 RCP 5" RCP .a ., n TO iv TO CHAMBERS CHAMBERS INVERT EL. = 2.80 Y. 4" HDPE PERFORATED PIPE .rw (UNDERDRAIN) © MIN. 1% SLOPE BOTTOM EL. = 2.10 BOTTOM EL. = 2.10 �' � -� Sheet Name 8„.� 8 tr> Grading q 4 e r COMMUNITY DEVELOPMENT & ✓s:�f�/.>�i,'e°°',fi` :,:,*,*''�taf%+l„���°�%�.;a�,�a�:�.!,C'i',�!'.. °d.^��.�.� �,��f�,%�'1�<"i ,toy.�✓,,�.!1.`r.`tf.C���°,j'.C°✓'a!`;°.'`F�ti%./.'4°.�d�A,effi r> >r MINIMUM BEARINGS MINIMUM BEARINGS 2 X 2 GRAVEL ENVELOPE CAPACITY 2000 P.S.F. CAPACITY 2000 P.S.F.DENIED Drainage (#57 STONE WRAPPED 1N FILTER FABRIC) SEE PLAN FOR SPACING Details Sheet Number SIDE VIEW FRONT VIEW N.T.S. N.T.S. C=530 Project Number ST -2 4 UNDERDRAIN SECTION - NOT TO SCALE 5 16-470 W ON W U z oz U W U �o S(n w� Wo W m� 0 za %z Zo a om z ao NW 0m W0 a Z 0-i zQ aN W g F- CL fN �1 z aJ o CL W z �W Z W -z W Z � Y Cf-� �a CL Im 00 a i-. �w W ZN 00 U Z a CLW CL U W W Or a.X. O W w� J W NZ NQ W a} wzQ NW PUMP DETAIL W N LIFT STATION PUMP STATION PANEL. PROVIDE W/ RUNNING TIME METER AUTOMATIC FLASHING LIGHT. ENCLSOURE SHALL BE DEADFRONT NEMA 3R WEATHERTIGHT, STAINLESS STEEL W/ LOCKING HASP AND LOCK. PROVIDE LIGHTNING PROTECTION SURGE PROTECTION AND PHASE MONITORING. PROVIDE AUDIBLE ALARM AND ALARM LIGHT ON PANEL. . ELECTRICAL CONTROL PANEL FIN. GRADE afr- UNDERGROUND ELECTRIC SERVICE FROM BLDG. PANEL MOUNT CONTROL PANEL INSIDE LOADING DOCK STRUCTURE. PROVIDE VISIBLE ALARM INDICATOR INSIDE EXISTING BUILDING. SEE PLAN. :zIC =1 .11=11 #t 1l�1l:=1 /— ALARM LIGHT �— AUDIBLE ALARM W/PUSH BUTTON ALARM SILENCE EMERGENCY CONTACT PHONE NUMBER TO BE DISPLAYED ON PANEL TOP = 7.90 INFFLUENT INV. 1.00 ALARM EL. 0.50 PUMP "ON" EL. 0 PUMP "OFF" EL. -1.25 CONCRETE GROUT BY CONTRACTOR BOTTOM EL. -2.75 • 2" CLEAR -- • W 21-8!! OTE: CONC. DESIGN TRENGTH 4000 PSI 12" MIN. • CABLE HOLDER -� • r 24" LIFT CABLE J QUICK DISCONNECT • UNION • • 41C]111114f • DISCHARGE PIPING CHECK VALVE • MERCURY SWITCH LEVEL CONTROLS • 2" CLEAR 4' DIA. PUMPS REQUIRED PUMP MANUFACTURER LIBERTY PUMPS MODEL LE50 SERIES IMPELLER STD DISCHARGE 2" MOTOR RPM 1725 0.5 HP 115 VOLTS 1 PHASE 60 HZ DESIGN POINT 90 GPM AT 15.4 FT. TDH *OR APPROVED EQUAL NOTE: CONTRACTOR TO VERIFY ELECTRICAL SUPPLY FROM BUILDING PRIOR TO ORDERING PUMPS. MANHOLE TOP/FRAME PER CITY OF CITY OF JACKSONVILLE STD. PRECASTIN ACCORDANCE WITH LATEST EDITIONS OF ASTM C478 GROUTED, OR "RAM-NEK", OR "0 RING" JOINTS WHERE REQUIRED PIPES MUST NOT BE IN CONSTRUCTION JOINT REINFORCE BOTTOM WITH #4 ® 9" 0. C. B.W. ui CO N hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 ed 0 L J co N co N CN 0 a W 0 .,.4 +N10 '� +J , i fI � U rcdU Z, BEARING CAPACITY MINIMUM 2000 PSF Sheet Name Grading COMMUNITY DEVELOPMENT & DENIED Drainage Details Sheet Number C- 53 1 Project Number l 6 l 16-470 a: 00 W O YZ mN J Z W W V O� ma n N N �p N O N iV M N Z N s� W 4-J 00 Lr) 10 00 0 Cl) Z C-) N L 41 o 0) O 4� d V Cd cd U U hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 ed 0 L J co N co N CN 0 a W 0 .,.4 +N10 '� +J , i fI � U rcdU Z, BEARING CAPACITY MINIMUM 2000 PSF Sheet Name Grading COMMUNITY DEVELOPMENT & DENIED Drainage Details Sheet Number C- 53 1 Project Number l 6 l 16-470 • low W hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 ed 0 L J co N co N CN 0 a W 0 .,.4 +N10 '� +J , i fI � U rcdU Z, BEARING CAPACITY MINIMUM 2000 PSF Sheet Name Grading COMMUNITY DEVELOPMENT & DENIED Drainage Details Sheet Number C- 53 1 Project Number l 6 l 16-470 N z Ir N 0z z W U Oz 0 W 0 o� Oy �O w F_ 00 1 Z d %z Q ZO D O = Co z� z ao Nw 0 00 w0 Cl Z N as J N CL W UP wZ �a N Nw z a� o c: W Z Z w z * W 12 Z a Y tea. w w(0 0- w 00 C- f_ OC Z w N 00 C a C9 CL N 0 W w iE X w UP w w TE w (All z C/)a LLJ w 0. X>' wZZ w z z 0 2 N PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) r' "T6 B0170M OF FLEXIBLE PAVEMENT. FOR UNPAVED 12' STALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR: .F 18"'3.7 m INCREASE COVER TO 24-(600MM). ) w _ (450 mm) MIN* ( MAX J 6" (150 n im) MIN (760 m) Ili. DEPTH OF STONE TO BE DETERMINED jj BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN --- .� �• — aL -r urLec.-r su SUBGRADE SOILS 51" (1295 mm) -- 12" (300 mm) MIN (SEE NOTE 4) END CAP / (150 mm) MIN NOTES: 1. DC -780 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. DC -780 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. DC -780 TECHNICAL SPECIFICATION NTS •_— 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH - I BUILD ROW IN THIS DIRECTION j i OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 29.3" ! ' � R 30.0" (744 mm) 11` %" pl (762 mm) 12.2"I' .. 45.'3"' (1166 mm) -.� I (310 mm) (1295 mm) `I NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4° (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 46.2 CUBIC FEET (1.30 m3) MINIMUM INSTALLED STORAGE" 78.4 CUBIC FEET (2.20 m3) WEIGHT 75.0 lbs. (33.6 kg) *ASSUMES 6'" (152 mm) STONE ABOVE, 9" (229 mm) BELOW, � A A AND 6" (152 mm) BETWEEN CHAMBERS B } STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" i + c - CTI IRIZ AT TC)P nF FND CAP FOR, PART NUMBERS ENDING WITH "T" PART # MATERIAL LOCATION FINAL FILL. FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE, NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER DESCRIPTION ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. AASHTO MATERIAL CLASSIFICATIONS N/A COMPAC REQ PREPARE PER SITE PAVED INSTALLATIONS MATERIAL AND PRE _ ION/ DENSITY JIREMENT )ESIGN ENGINEERS PLANS, MAY HAVE STRINGENT ARATION REQUIREMENTS. _ SC740__EPE06T ! SC740EPE06TPIC MIN WIDTH 6" (150 mm) I 10.9"' (277 mm) BEGIN COMPACTIC NS AFTER 12" (300 mm) OF SC740EPE06B / SC740EPE06BPC - 0.5"(13 mm ( ) AASHTO M145' MATERIAL OVER TF E CHAMBERS IS REACHED. 12.2" (310 mm) INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% A-1, A-2-4, A-3 COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAIC SC740EPE10T f SC740EPE10TPC STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. OR LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SC740EPE10B 1 SC740EPE10BPC C STONE ('B' LAYER) TO 18'(450 mm) ABOVE THE 0.7- (18 mm) SC740EPE 12T 1 SC740EPE12TPC— WELL GRADED MATERIAL AND 95% RELATIVE 14.7" (373 mm) TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO II DENSITY FOR PROCESSED AGGREGATE SC740EPE15T ,+_SC740EPEISTPC9.0" SUBBASE MAY BE A PART OF THE "C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, MATERIALS, ROLLER GROSS VEHICLE WEIGHT SC740EPE15B/SC740EPE15BPC� - 1.3" 33 m m 9,10 NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC 19.7'" (500 mm} 18.5" (470 mm) 5.0" (127 mm) — SC740EPEI8B r` SC740EPE18BPC I FORCE NOT TO EXCEED 20,000 lbs (89 kN). SC740EPE24B* EMBEDMENT STONE: FILL SURROUNDING THE AASHTO H-20 AASHTO M43' i�' DLII, i1,14i1' STANDARD AASHTO B CHAMBERS FROM THE FOUNDATION STONE ('A' CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. AASHTO H-20 LAYER) TO THE 'C' LAYER ABOVE. [6' (152 mm) MIN ON 8-24' (200-600 mm), - -... FOUNDATION STONE: FILL BELOW CHAMBERSAASHTO M43' PLATE COMPACT O ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 SURFACE . 2 s ; OF THE CHAMBER, PLEASE NOTE: Tti 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE' "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 'Yi Ft 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR A" LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9'(230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VI RATORY COMPACTOR. 3, WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT, FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED CLASS I OR 11 CRUSHED STONE OR GRAVEL BY SITE DESIGN ENGINEER) PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) r' "T6 B0170M OF FLEXIBLE PAVEMENT. FOR UNPAVED 12' STALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR: .F 18"'3.7 m INCREASE COVER TO 24-(600MM). ) w _ (450 mm) MIN* ( MAX J 6" (150 n im) MIN (760 m) Ili. DEPTH OF STONE TO BE DETERMINED jj BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN --- .� �• — aL -r urLec.-r su SUBGRADE SOILS 51" (1295 mm) -- 12" (300 mm) MIN (SEE NOTE 4) END CAP / (150 mm) MIN NOTES: 1. DC -780 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. DC -780 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. DC -780 TECHNICAL SPECIFICATION NTS •_— 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH - I BUILD ROW IN THIS DIRECTION j i OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 29.3" ! ' � R 30.0" (744 mm) 11` %" pl (762 mm) 12.2"I' .. 45.'3"' (1166 mm) -.� I (310 mm) (1295 mm) `I NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4° (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 46.2 CUBIC FEET (1.30 m3) MINIMUM INSTALLED STORAGE" 78.4 CUBIC FEET (2.20 m3) WEIGHT 75.0 lbs. (33.6 kg) *ASSUMES 6'" (152 mm) STONE ABOVE, 9" (229 mm) BELOW, � A A AND 6" (152 mm) BETWEEN CHAMBERS B } STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" i + c - CTI IRIZ AT TC)P nF FND CAP FOR, PART NUMBERS ENDING WITH "T" PART # ( STUB A B C _ SC740__EPE06T ! SC740EPE06TPIC MIN WIDTH 6" (150 mm) I 10.9"' (277 mm) 18.5" (470 mm) — SC740EPE06B / SC740EPE06BPC - 0.5"(13 mm ( ) SC740EPEOST / SC740EPE08TPC STANDARD LIGHT 8" (200 mm) 12.2" (310 mm) 16.5" (419 mm) — SC740EPE08B i SC740EPE08BPC - 0.6' (15 mm) SC740EPE10T f SC740EPE10TPC TRIAN i 10" (250 mm) 1 13.4" (340 mm) 14.5" (368 mm) — SC740EPE10B 1 SC740EPE10BPC -- 0.7- (18 mm) SC740EPE 12T 1 SC740EPE12TPC— PEDE 12" (300 mm) 14.7" (373 mm) 12.5" (318 mm) — SC740EPE12B / SC740EPE12BRC -- 1.2" (30 mm) SC740EPE15T ,+_SC740EPEISTPC9.0" DESIGNED GIVING CONSIDERATION FOR 15" (375 mm) 1 18.4" (467 mm) (229 mm) — SC740EPE15B/SC740EPE15BPC� - 1.3" 33 m m SC740EPE18T SC740EPE18TPCmm AASHTO H-20 18" (450 ) 24" (600 mm) 1 19.7'" (500 mm} 18.5" (470 mm) 5.0" (127 mm) — SC740EPEI8B r` SC740EPE18BPC I -- --- 1.6"(41 mm) 0.1" (3 mm) SC740EPE24B* ALL STUBS, EXCEPT FOR THE 5Ul41JF-I-I_Z4b AKE VLAUtU A I t5V I I VIN Ur CIMU UAP•' mUn 1 nm 11 nc vv 1 aluc uir,mc 1 crc yr THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694, * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm). BACKFILL MATERI/-,L SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NYLOPLAST DRAIN NTS INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1104M 7 %' J :� 18" (457 mm) PEDEST o t MIN WIDTH (200 mm) 2808AG I D yrs DUTY SOLID LIGHT DUTY 10" PEDEST 2810AG IAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY (250 mm) AASHTO H-20 CONCRETE SLAB JTY DUTY — 8" (203 mm) MIN THICKNESS PEDE TRIAN STANDARD AASHTO SOLID (300 mm) 2812AG IAASH \ TRAFFIC LOADS: CONCRETE DIMENSIONS AASHTO H-20 15" PEDE ARE FOR GUIDELINE PUPOSES ONLY. STANDARD AASHTO SOLID 4 ACTUAL CONCRETE SLAB MUST BE 0 H-10 H-20 AASHTO H-20 DESIGNED GIVING CONSIDERATION FOR PEDE 2818A TRIAN STANDARD AASHTO LOCAL SOIL CONDITIONS, TRAFFIC (450 mm) I AASHTO H-10 LOADING & OTHER APPLICABLE DESIGN AASHTO H-20 { S h 2824AG PEDESTRIAN FACTORS STANDARD AASHTO SOLID (600 mm) ADAPTER ANGLES VARIABLE 0'- 3600 O H-10 2/, /�"i AASHTO H-20 ACCORDING TO PLANS i�' DLII, i1,14i1' STANDARD AASHTO VARIABLE SUMP DEPTH (750 mm) 91, `. ACCORDING'TO PLANS AASHTO H-20 [6' (152 mm) MIN ON 8-24' (200-600 mm), - -... 10" (254 mm) MIN ON 30" (750 mm)] = 4" (102 mm) MIN ON 8-24" (200-600 mm) s ; 6" (152 mm) MIN ON 30" (750 mm) Tti all 'Yi Ft A BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR 11 CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12Z' (305 mm) LIFTS AND COMPACTED TO MIN OF 90% 1. (200-750 70-50-05�0 m) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. DRAIN BASIN TO BE CUSTOM MANUFA :TUBED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HAN `OR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6, TO ORDER CALL: 800.821-6714 A PART # CRATE/SOLID COVER OPTIONS 8" PEDEST IAN LIGHT STANDARD LIGHT o (200 mm) 2808AG I D JTY DUTY SOLID LIGHT DUTY 10" PEDEST 2810AG IAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY (250 mm) D JTY DUTY It11 12" PEDE TRIAN STANDARD AASHTO SOLID (300 mm) 2812AG IAASH TO H-10 H-20 AASHTO H-20 15" PEDE TRIAN STANDARD AASHTO SOLID (375 mm) 2815AG AASH 0 H-10 H-20 AASHTO H-20 18" PEDE 2818A TRIAN STANDARD AASHTO SOLID (450 mm) I AASHTO H-10 H-20 AASHTO H-20 24" 2824AG PEDESTRIAN STANDARD AASHTO SOLID (600 mm) AASH O H-10 H-26 AASHTO H-20 30' 2830AG PEDESTRIAN U STANDARD AASHTO SOLID (750 mm) AASH 0 H-20 H-20 AASHTO H-20 COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE STORMTECH HIGHLY RECOMMENDES FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES CATCH BASIN OR MANHOLE SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) nr.7An nwAhApr-p 24" 1600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC740EPE24B DC -788 ISOLATOR ROW DETAIL NTS n nrinw, w, IAIA nrn�lr.., "ORT INSPECTION &MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A,2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1, REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 8:3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY, DC-780/SC-740 END CAP 1 LI.. �, nv� VLw 1 11 Ili i 1Vi5 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS COMMUNITY DEVELOPMENT DENIED ;s hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 sw 0 L co N � N CO O w � 4 Cd � a) "U r--4 J Cd U C Sheet Name STORMTECH SYSTEM Sheet Number C=532 Project Number 16-470 L_ LLI co 4i co o t U 0 f m W w N >. U m .. O J M w It11 Z ;s hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 sw 0 L co N � N CO O w � 4 Cd � a) "U r--4 J Cd U C Sheet Name STORMTECH SYSTEM Sheet Number C=532 Project Number 16-470 L_ N N C O N O N ON +-+ CN It11 Z ts$ ONO LN C/) � 1 00 U o L0 �0 �M I Cd�I f � G� #1 —+ 01 O o� 0 0 -2 a Cd ti U w } a� U ;s hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 sw 0 L co N � N CO O w � 4 Cd � a) "U r--4 J Cd U C Sheet Name STORMTECH SYSTEM Sheet Number C=532 Project Number 16-470 hREVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB 2 sw 0 L co N � N CO O w � 4 Cd � a) "U r--4 J Cd U C Sheet Name STORMTECH SYSTEM Sheet Number C=532 Project Number 16-470 W N SEDIME T & EROSION CONTROL NO'TES ao UJ Q(j z �N J z W RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH 2. STAPLE WIRE FENCING TO THE POSTS. 1. THE CONTRACTOR IS RES 'o � ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT 34. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE THE MINIMUM EROSION q \ A UPSLOPE ALONG THE LINE OF POSTS. m �. & SEDIMENT CONTROL MEASURES REQUIRED FOR THI PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTRO COMPLETION OF CONSTRUCTION. L EFER TO "THE FLORIDA DEVELOPMENT 'ado`4 i��� i g 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND MANUAL - A GUIDE TO SOUND LAND AND WATER M NAGEMENT" FROM THE STATE OF SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. CONTRACTOR HAVE BEEN STABILIZED. SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE �/. N CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO `fes I \ ` \ ` / / / -� o 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER �` ° ` I I I I 1 I I I `', ``` -�!// / / �� / �/ ,/ o 0 r N ,/' +, CC ON THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN ` °\\\off � � `o`�,���o `�` _�/ o ` ii} : `� / ,,- J }il 66 � E o C-4 "t z QUALITY .VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL �, �° , ,�. � � r `� r ,,, f � "' CONDITIONS OR ACCIDENTS. DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, / �i Il , r „ �r r/i II it}= t/� g '0 00 coy CONSTRUCTION COSTS, AND FINES. POINTS A SHOULD BE HIGHER THAN POINT B i�//���}j} 4 ''�/. ; I w; ;;' ° M � A STRUCTURES PIPES, ETC. ARE CLEANED -- I}f ' }°€ 4 0 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 35. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A lIf l Iil I}' lllfl 11}!!' ?; o "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ai rn 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET S0 THAT THE WIRE EXTENDS A MINIMUMELIMINATION SYSTEM RULES AND REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY PROPER PLACEMENT OF SYNTHETIC STRAW BALE 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE CO o o OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR THE OWNER'S "NOTICE OF INTENT" PERMIT). COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE USED. IF MORE THAN ONE CIS FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. � STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. IN A DRAINAGE WAY cl l ON N.T.S. AGGREGATE GA TE S HALL BE PLACED OVER THE WIRE MESH AS INDICATED v 6. FDO T NO. 1 COARSE SHALL B E AT F STONE • • THE DEPTH TH 0 •:... •... . T E TISS SHEET). AI H SEDIMENT FILTER DETAIL (SEE DE )• LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND :: ::•' THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. -y 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS Flow EXTENSION OF FABRIC AND 8 SYNTHETIC BALES SHALL BEE WIRE INTO THE TRENCH. '' 6ll'' o ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. IL A 9. SYNTHETIC BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET , WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. PLAN VIEW 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE SYNTHETIC BALES ARE STAKED,�- THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. R�, VISION 11. EACH SYNTHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST A B A ' CONSTRUCTION OF SILT FENCE TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. No. Date Revision S ~^ 1 08/08/17 COAB 1 12. LOOSE SYNTHETIC STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM = I - N.T.S. _ � ' x.._, { `-�� 9 1_ 2 01/28/18 COAG 2 ENTERING BETWEEN BALES. ' 13. SYNTHETIC STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL SECTION VIEW AND AT LEAST DAILY DURING PROLONGED RAINFALL. POINTS A SHOULD BE HIGHER THAN POINT B 14. CLOSE ATTENTION SHALL BE GIVEN TO THE REPAIR OF DAMAGED SYNTHETIC BALES, END 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES. RUNS AND UNDERCUTTING BENEATH SYNTHETIC BALES. 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC BALES SHALL BE PROPER PLACEMENT OFA ACCOMPLISHED PROMPTLY. /^/ �/ III /i �/ I I I I I I I I I I I I III ► I � III I z 16. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. IT MUST BE REMOVED FILTER BARRIER IN DRAINAGE WAY oN WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE-//j;-� N.T.S. C, BARRIER. az FILTER BARRIERS � i '�'�'`' ° BALE 17. ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE STRAW BALE OR , �,I}l,1 i 4 DTH � I SED TO CONFORM TO THE o_ AND OR SILIT FENCES ARE NO LONGER REQUIRED, SHALL BE DRESSED ` i#•WID EXISTING GRADE, PREPARED AND SEEDED. o N 18. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE Do MADE IMMEDIATELY. �a MF_ o 19. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME RUNOFF WATER FDOT COARSE AGGREGATE N0. 1 I I I I I I I I I INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE p WITH SEDIMENT GRAVEL ( 12" MIN. DEPTH) i IIII I I I i ® 6c I I i I I I III I oq NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. o�' 18" MIN. //j I I I IIII IIII I I IIII �i I I II i I 1111111 I ISI IIII Z c. � 5OR I I I I z 20. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. QJ�`' �NiMVM I o 21. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN d - z ACCUMULATED TO 1 2 THE DESIGN DEPTH OF THE TRAP. REMOVED X0 SEDIMENT HAS CC / THE SED I1t fat 11 I {" it }�}1}}� SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL =i1-111=11- 1=i11=111=ii1-f!1=111=11i =1►I=111 111=184=11=fll=lllftl=. 1111 1E1 -i1 =49� =fll I}}� } }} 1} jl} } +-, cm NOT ERODE. 6" _ -114=111= f11-111=111= cco oc WIRE MESHcu C9 a o 22. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT MIN. m � p SEDIMENT 3. WEDGE LOOSE SYNTHETIC STRAW BETWEEN BALES. � � N z w CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER JQ4. BACKFILL AND COMPACT THE EXCAVATED SOIL. O CO 00 T SPECIFICATIONS AND CRITERIA. FILTERED WATER WATER MANAGEMENT DISTRICT FDOT #1 COARSE �`v4 wo AGGREGATE OR EQUIVALENT Pg Az SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA SPECIFIC APPLICATION CONSTRUCTION OF A SYNTHETIC STRAW BALE BARRIER •� 23. FOR ADDITIONAL INFORMATION ON z< DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS Q U a m STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE N.T.S. Cd M W N INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. U W 24. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND a AREAS AND PRESERVATION EASEMENTS WHERE THERE IS POTENTIAL FOR DOWNSTREAM W WATER QUALITY DEGRADATION. SEE DETAILS (THIS SHEET) FOR TYPICAL CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCE 4'' GRAVEL AND WIRE MESH DROP INLET Cd x 25. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO N.T.S. a _i ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE U �'¢, SEDIMENT FILTER ALONG THE LINE OF STAKES o a: N 26. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE iE rx OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED N.T.S. z z w SOLIDS TO THE RECEIVING OUTFALL. z27. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A r/ x ``'T. JOHNS RIVER WATER MANAGEMENT DISTRICT. DROP INLET z CONSUMPTIVE USE PERMIT FROM THE S WITH GRATE "Y28. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED UNTIL A PERMANENT _ o o a e COMPACTED SOIL ,STAKED SYNTHETIC STRAW BALE Cr VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR SHALL USE ADDITIONAL MEASURES TO o a TO PREVENT PIPING I I I Ce �Y G STABLIZE DISTRUREB AREAS THROUGH COMPACTION, SILT SCREENS, HAY BALES, AND o o -� RUNOFF WATER LTERED WATER WITH SEDIMENT V a °D GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. o o , --� I I I I =__' O li n n �_ _. _sem w STAKED AND ENTRENCHED SYNTHETIC STRAW BALE cr UNTIL AFTER l_ I I I I III I I NI� DGv a 29. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN IN PLACE U I I I , �.(���Mu �° I I 3. STAPLE FILTER MATERIAL TO Sa1alA'E'S' Cr N COMPLETION OF CONSTRUCTION, AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED. _ -'--- -' i I I 'III 1 I I 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 0 BINDING HARE OR TWINE AND EXTEND IT INTO THE TRENCH. G► THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS I ISI I I ( I I COMPACTED SOIL TO PREVENT PIPING v 30. THIS PLAN INDICATES STRAW BALES a z PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, STAKED WITH 2 FILTERED RUNOFF I SEDIMENT LADEN RUNOFF REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL STAKES PER BALE I I I _ - CONTROLS. I o I _I I Ij I I I r I i ( i j ¢ , il j • ii�•s ; s Sheet Name a 31. THE CONTRACTOR SHALL BE EQ T RESPOND TO ALL WATER MANAGEMENT DISTRICT T Sediment t INQUIRIES RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION COa.NTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. SPECIFIC APPLICATION H= 11=1 I i • Erosion W ,.s 1/ N� 32. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT THIS METHOD OF INLET PROTECTION IS APPLI ABLE WHERE THE INLET DRAINS 1 I i --- ---� ®�� �� o I . o l} [ Control CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE it J �� W2 RIVER WATER MANAGEMENT DISTRICT RULES AND REGULATIONS. SHEET OR OVERLAND FLOWS (NOT EXCEEDING0.5 cfs) ARE TYPICAL. THE / �J!!?f ll''l1` �� "}111 Details w METHOD SHALL NOT APPLY TO INLETS RECEDIANG CONCENTRATED FLOWS, SUCH w w 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AS IN STREET OR HIGHWAY MEDIANS. Z S RIVER WATER MANAGEMENT Sheet Number N AND/OR GRASS PER THE CONTRACT DOCUMENTS THE ST. JOHN CROSS-SECTION OF A PROPERLY wQCm%540W DISTRICT AND CITY OF JACKSONVILLE STANDARDS AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS. SYNTHETIC STRAW BALE DROP INLET SEDIMENT FILTER INSTALLED SYNTHETIC STRAW BALE CONSTRUCTION OF A FILTER BARRIER CL y_ `'' a Project Number X< z N.T.S. N.T.S. N.T.S. z 0 16-470 W N 0 :J W' 0 v w v O o: w m Q 0 Z w a 0 Z a 0 0 Q Z W 0 vi Z CL w r_M 9 Z a 0 z Ix W a 0 Ir CL W 0 v Q f- a.v w iE N W W CK J N w d' a x w w w 5 rn w 0 U! co ONTRACTORS REQUIREMENTS OWNERS REQUIREMENTS C ' Q dr - UJ Ci a Z INVENTORY FOR POLLUTION PREVENTION PLAN MAINTENANCE/INSPECTION PROCEDURES m w SITE DESCRIPTION GENERAL TEMPORARY GRASSING: THE SEEDED R SEEDED AND MULCHED AREAS EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE � Z 10. TE 0 O THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE NTE ANCE PRACTICES >. w SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER m 0 PRESENT ONSITE DURING CONSTRUCTION: m � PROJECT NAME AND LOCATION: THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE � O � REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. m �- AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE Concrete, Fertilizers, Wood, Asphalt, Petroleum Based Products, 461 P RESTAURANT ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT 11. TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME 461 ATLANTIC BLVD CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 Masonry Blocks, Tar, Cleaning Solvents, Roofing Materials, WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. ATLANTIC BEACH, FLORIDA MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND Detergents, Paints, Metal Studs TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE N N INTO OPERATION. VEGETATIVE COVER. PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE `O OWNER NAME AND ADDRESS: APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY © N 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND STORM EVENT OF 0.25 INCHES OR GREATER. +, N o ° RICK MOYER SEQUENCE OF MAJOR ACTIVITIES: CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE SPILL PREVENTION U co N d Z ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 1238 BEACH AVENUE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO * $, M 00 L B ATLANTIC BEACH, FL 32233 FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. tip ti 00 ° o THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: MATERIAL MANAGEMENT PRACTICES ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF C LO �0 REPORT. ° 9. INSTALL UTILITIES STORM SEWER, 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE w M c` i 'q 0 DESCRIPTION: THIS PROJECT WILL CONSIST OF: 1. INSTALL STABILIZED CONSTRUCTION d- � o ENTRANCE THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS O 4 � 4 A NEW 150 SEAT RESTAURANT WITH A PAVED PARKING AREA. WATER AND CURBS &GUTTER. OFFSITE FACILITIES. OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. - °` 4' REACHED ONE-THIRD THE HEIGHT OF THE FENCE. � � U rn � SEINER CONNECTIONS ARE AVAILABLE. STORMWATER WILL BE TREATED BY AN 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PARKING AREAS GOOD HOUSEKEEPING UNDERGROUND CHAMBER SYSTEM THAT CONNECTS TO A DOT INLET SYSTEM. BALES AS REQUIRED 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE M ° 0 o CONSTRUCTION WILL AS A MINIMUM BE SEEDED. THE SEEDING MIX MUST THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE a 11. COMPLETE GRADING AND � � � c, a 3. CLEAR AND GRUB FOR DIVERSION. INSTALL PERMANENT PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL ONSITE DURING THE CONSTRUCTION PROJECT. FENCE POSTS ARE FIRMLY IN THE GROUND. U SWALES/DIKES AND SEDIMENT BASIN SEEDING/SOD AND PLANTING VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED.* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND 4. CONSTRUCT SEDIMENTATION BASIN 12. COMPLETE FINAL PAVING TO DO THE JOB. BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE U DESIGN CAPACITY OR AT THE END OF THE JOB. 5. CONTINUE CLEARING AND GRUBBING* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN 13. REMOVE ACCUMULATED THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER *' SEDIMENT FROM BASINS DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY SOIL DISTURBING ACTIVITIES WILL INCLUDE: 6. STOCK PILE TOP SOIL IF REQUIRED CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENCLOSURE. REPAIRED. ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; 14. WHEN ALL CONSTRUCTION * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH 7. PERFORM PRELIMINARY GRADING ON SITE ACTIVITY IS COMPLETE AND THE *TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR GRADING; EXCAVATION FOR THE SEDIMENTATION POND, STORM SEWER, AS REQUIRED SITE IS STABILIZED, REMOVE ANY S UCTURAL PRACTICES THE ORIGINAL MANUFACTURER'S LABEL UTILITIES, AND BUILDING FOUNDATION; CONSTRUCTION OF CURB AND BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. GUTTER, ROAD, AND PARKING AREAS; AND PREPARATION FOR FINAL TEMPORARY DIVERSION * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A i low" 8. STABILIZE DENUDED AREAS AND SWALES DIKES AND RESEED SOD 1. TEMPORARY DIVERSION DIKE: RECOMMENDED BY THE MANUFACTURER. PLANTING AND SEEDING. / � STOCKPILES AS SOON AS PRAGTICABLE AS REQUIRED TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH COPY OF THE REPORT FORM SHALL BE COMPLETED BY THE INSPECTOR RUNOFF CURVE NUMBERS A SEDIMENT -TRAPPING FACILITY. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUC71ON AND AVAILABLE UPON 1. PRE -CONSTRUCTION = 92 2, TEMPORARY SEDIMENT TRAP: DISPOSING OF THE CONTAINER. REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY x ., 2. DURING CONSTRUCTION = 94 A SEDIMENT TRAP IS USUALLY INSTALLED IN AN DRAINAGEWAY AT A * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENTPLANS. 3. POST -CONSTRUCTION = 94 NOTE: VERTICAL CONSTRUCTION OF THE BUILDING WILL BE TAKING STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A WILL BE FOLLOWED. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER PLACE DURING ALL THE SEQUENCE STEPS LISTED ABOVE DISTURBED AREA WITH THE FOLLOWING LIMITATIONS: THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT SOILS: A. THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER SEE GEOTECHNICAL REPORT FOR SOILS DATA SITE MAPS: INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION ONSITE RECEIVE PROPER USE AND DISPOSAL. THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. =x` DIKE. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. * SEE ATTACHED PAVING AND DRAINAGE SHEET C-130 FOR ALL TIMING OF CONTROLS/MEASURES HAZARDOUS PRODUCTS REVISION GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS,* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL PAVED CHANNEL SECTIONS WHERE THE VELOCITY OF FLOW AT DESIGN RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING WITH HAZARDOUS MATERIALS. No. Date Revision CONTROLS AND STORM WATER DISCHARGE POINTS. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND OUT THE INSPECTION AND MAINTENANCE REPORT. CAPACITY OF THE OUTLET WILL EXCEED THE PERMISSIBLE VELOCITY OF HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE THE RECEIVING CHANNEL OR AREA. * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. 1 08/08/17 COAB 1 * SEE ATTACHED SHEET C-140 FOR LOCATION OF TEMPORARY CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL STABILIZATION PRACTICES, AND TURBIDITY BARRIERS THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL 2 01/26/18 COAB2 IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES CONTAIN IMPORTANT PRODUCT INFORMATION. THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY LO ONE TIME, THE PROPOSED STORM WATER PONDS (DI TEMPORARY * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. IN AN AREA, THAT AREA WILL N STABILIZED PERMANENTLY IN ACCORDANCE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. SITE AREA: WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF S TOTAL AREA OF SITE = 0.54 AC. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH 2. TOTAL AREA TO I DISTURBED . 0.54 AC. DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. PRODUCT SPECIFIC PRACTICES WITH THE SEDIMENT AND EROSION CONTROL PLAN. (DWG. NO. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE; APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS NAME OF RECEIVING WATERS: - THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE PETROLEUM PRODUCTS DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM NON -STORM WATER DISCHARGES CONTROLS CONTROLS ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTUOAL FILL. ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE z SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED * IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND MUST BE REMOVED UPON FINAL STABILIZATION. ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. TURBIDITY CAUSED BY STORM WATER RUN OFF. DRAWING NO. C-540 HAS BEEN TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN. WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE FERTILIZERS WATER FROM WATER LINE FLUSHING IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SEDIMENT BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. HAZARDOUS MATERIALS HAVE OCCURRED). TO "CONTRACTORS REQUIREMENTS' FOR A VERBAL DESCRIPTION OF THE AND EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY oREQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TOA CONTROLS THAT MAY BE IMPLEMENTED. AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT SEALABLE PLASTIC BIN TO AVOID SPILLS. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE BASIN PRIOR TO DISCHARGE. EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT PAINTS AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED F REGULATORY AGENCIES. FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER STORM WATER MANAGEMENT SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' Q STORM WATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER STORM SEWER, EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONTRACTOR'S CERTIFICATION CURB INLETS AND CATCH BASINS FOR THE DEVELOPED AREAS. AREAS WHICH ARE CONCRETE TRUCKS L NOT DEVELOPED BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER z GRADING IS COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF X.XX 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE a ACRESt WILL HAVE BEEN REGRADED WHERE PRACTICAL, THE TEMPORARY DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM o SEDIMENT BASIN WILL BE IN THE LOCATION OF THE PERMANENT RETENTION BASIN. LIMITATIONS: WHEN UPSLOPE AREAS ARE STABILIZED, THE ACCUMULATED SEDIMENT WILL BE A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. REMOVED FROM SEDIMENT BASIN, AND THE AREAS ON THE SIDE OF THE BASIN B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM m WILL BE PLANTED WITH VEGETATION. THE WET DETENTION SYSTEM IS DESIGNED CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. SPILL CONTROL PRACTICES WITH A 21 DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE DEWATERING O N o WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 'zj CV w NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR 04 CO °D BALES TO INSURE AGAINST WASHOUT. + PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION O MANUFACTURERS RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE p q Z CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, (U (� 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE U U J U 0.,.4 DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SUPPLIES. CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE a FOLLOWING LIMITATIONS: WITH RULE 62-621.300(2) F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE Q V A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT BELOW THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR in V z B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE Z CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. •U W ., a GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE N -+ 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH lU 4-' w REFER TO " CONTRACTORS REQUIREMENTS' FOR THE TIMING OF CONTROL/MEASURES. BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE SPECIFICALLY FOR THIS PURPOSE. ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUND WATER EXCEEDS THE d" s' ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. Icc M CERTIFICATION OF COMPLIANCE WITH SCREENING VALUES OF RULE 62-621.300(2) F.A.C. THE CONTRACTOR SHALL COMPLY FEDERAL, STATE AND LOCAL REGULATIONS 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- OTHER CONTROLS ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO. DISCHARGE OF THE a FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL EFFLUENT (GROUND WATER) TO SURFACE WATERS OF THE STATE. GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE STE DISPOSAL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM 0 IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE Z LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL CONTACT WITH A HAZARDOUS SUBSTANCE. WASTE MATERIALS z HAVE BEEN OBTAINED. UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE RECONCENTRATE AFTER RELEASE. A L WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE iz A D STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL SIZE OF THE SPILL. D.E.P. DREDGE/FILL PERMIT # 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE EET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE COMMUNITY DEVELOPMENT z C.O.E. DREDGE/FILL PERMIT # STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF D MPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO DENIED e E S.J.R.W.M.D. M.S.S.W. PERMIT # THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER S ATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP G' `� Y COLLECTION FACILITY. T E CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT w CITY OF JACKSONVILLE DEVELOPMENT PERMIT # P ACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. x m 0 BUSINESS NAME AND ADDRESS OF CONTRACTOR & ALL SUBS 6. EXPOSED AREA LIMITATION. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND OPERATIONS SHALL NOT EXCEED ACRES. S 0 FOLLOWED. PERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE ERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. POLLUTION PREVENTION PLAN CERTIFICATION SUB -CONTRACTOR MAY BE WAIVED FOR LARGE PROJECTS WITH AN THIS REQUIREMENT MAY SUB -CONTRACTOR HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO SUB -CONTRACTOR Z EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF HAZARDOUS WASTE WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE MI CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL . ADDITIONALAREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE Z ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN OF SEDIMENTS. A L HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL 7, INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE B LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF Z PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM B INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL APPLICABLE, IN THE OFFICE TRAILER ONSITE. MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE MY KNOWLEDGE AND BELIEF, MAY CONTRIBUTE SEDIMENT TO THE INLET. TIIAT THESE PRACTICES ARE FOLLOWED. INFORMATION SUBMITTED IS, TO THE BEST OF o TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT 8, TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS N PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND SANITARY WASTE FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED � WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY A L SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS xN COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT EDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED w SIGNED: LATER COMPETE WITH THE PERMANENT GRASSING. A D DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL R GULATIONS FOR .SANITARY SEWER OR SEPTIC SYSTEMS. 0 � TITLE: 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT CORPORATE OFFICFER, GENERAL PARTNER, PROPRIETOR, FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL 0 FSITE VEHICLE TRACKING OR RANKING ELECTED OFFICIALVE M CUING OF AP 0 E SIGNATURE BUSINESS NAME AND ADDRESS OF CONTRACTOR & ALL SUBS RESPONSIBLE FOR/DUTIES GENERAL CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR Sheet Name Stormwater Pollution Prevention Plan Ir EXECUTIVE OFFICErs ADDITIONALLY RECEI UL PROXIMATELY 2 INCHES L OS Sheet Number w MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. HICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE Z DATE: E TRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK 2 TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE C=541 Z C NSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. Q Z Project Number F= z a: w oz W U O z U W U Od mm W ~ 0= O m O}� ~ F- 0: Z d aQ z� p X:) = M pF� zo N W (zj m W 0 p0 Z � J Q Q J W 0_ W F0. N N w z QJ 0 0: wz Z w Z �.w Lq O Y w le wm 0. W 00 0: 0_ aw W i8 OV zz 0 95 0 0_ VWj UN w w w X W (n Wo �iF- W O� >-w J z Nz N d a2 w Q w Z z— p W fn p � a o H F d qZ� W >a' w 0: 0 Z (L Q O +W F z J a p z � Q d O $ F w oa N N z d F- F OOLw Z 0_ W W a. z a d O W F z O (L p 0: z d ZO 3 F 2 U W O a H V) N Z J O z O U Q 0: U D N 0 U) 0_ = O 't2 N Z_ 0 O W 3 = ® U Z Q m N O p O h w w 0 J d w z_ CL d i O Q U W M O Q 0 N J 3 W Y_ p w d w O i 1 w U C7 Ir Z F w O z �O Q p d z p w Is w = O = W O C-) U ZO r. � Z p p W Q O Q: � W Q D: 0 U w 3 _J O N 0 0) U Lq J%• W W O a V) O O w 3p w La. U O w W= In w Y Q0 w M � N J } 0 F- z Z e � w (n N O O p O N U. 75 Ix � Z 0: W O J o � w d p-� 0 w w 3 Y O N O _ w O Z a z 0 x O U UJ CL 0 z O F d U J Q M Sn O v w V) z In w U z J Z Q w N Q J LL. O H z D O Q Z 4 0: F- N J W U Z N } d p W Q w 2 z O F d N M N N LD 0 w w M 0 O i= M W i O 2 w w 0. LU M O p Z i 1 w � m w _ v Ir Z F W N W N J U w J W m z !n = to Z O W W �O Q it d M z p w Is W p Q _J W J W � � U = W O C-) U ZO r. � Z p p W Q O Q: � W Q W U F _J O N 0 F U W W O a V) O O w La. U O w in 0e In w w M w O m N J } 0 F- z Z e � w O M F p p Z U N 75 Ix � Z o � w d p-� 0 w � m O _ w O Z a z a00 W N U H w O J (% W Z cn o 0 z O z J to w 0 U wal:Fn a w z 6 W Z z O °° iw w d 0 0 G i O QZ� z p N p N W a W J Q Z m �' z W 0 ep p QOin (_� F U d V w W m a. w 0 Q U d N 0 O w p LL �� J O Wz F F- Z- JW® J � d p p Z J 0 O d H Z a N J Z Z O .t o:Q a05 J $ Q ZO Z z O U O Z O z a Z O i 1 w � m w _ v Z F W N W N J U w J W m z !n = to Z O W W p J it d M z O Z LL- W p Q _J W J W � � U = W O C-) U ZO r. � Z p p W Q O Q: � W Q a � ow U F 0 F 0 U W W O a La. U O w CL In w 5 n- z w O m N J e � w O M F p 0 cc N � Z o � w d a• � m O _ w O Z a z Fz Z W 0_ W N H w i J (% W Z cn o 0 z O z J to w 0 U a W U 6 W Z iw w W() Z G i QZ� p N a W J Q Z m �' z W 0 ep p QOin (_� F 0 V w W m a. d N 0 O w p LL �� J O Wz F F- Z- JW® J � d p p 0 O Wa, O H Z a N J Z Z O .t o:Q a05 J $ Q ZO Z z O U Z O z a F F 0 Z Q w a' x m O U O n0. ® ® a a.W 000 0.V) N v0��zri ZZwZ� nd. a o d O z F=O 1LJQ z Z 0IL W Z 0 z coi 0 m N Q D W Z m m M z d M X F - Q U O p w Ci W 0: U Z Q Z Z 4 W O w 0: z O F Q m FQ-• Cn LD 0 w w M 0 O M w 2 O 0: W o_ w M O W O 1, w 0- w W M O N W C7 d a \Y 0 W 0 d 0. O i 1 w � m w _ v Z W N W N J U w J W m z !n = to Z O W W p J it d M N � � � � W 0 0 p � O Z LL- W p Q _J W J W � � U = W O C-) U ZO r. � Z p p W Q O Q: � W Q a � ow z w 0(/) F 0 0 U W W O a La. U O w CL Z (,� Z 5 n- z w O m e � w O p 0 cc w � Z o � w d � m O a z Fz Z W 0_ W Z H w i W Z o 0 z O z J to w 0 U a w 6 iw L, j Vi W() Z G i w a W J Q Z m �' z W 0 ep p QOin (_� F 0 m d N 0 O w p LL �� J O Wz F F- Z- JW® 0 0 O aow H Z a N J Z Z O .t o:Q a05 J $ z O U z O z a Z Q w a' x m O U O n0. ® ® a.W v0��zri ZZwZ� nd. a o d O z F=O 1LJQ z W Z U d a z cn m ®_ Z W O Y z O O z �. Z Z Z F5 L) Q a' (w7 p NoQ�aOFaQFo: F} °- Z O M Z U O; = W DRIVE TRUNK WRAPPED W/20 LAYERS F - PLANT LIST 50' RIGHT O W SINGLE OR MULTI -TRUNKED TREE SYM WITH TWINE ATER BAG IF NO AUTOMATIC IRRIGATION 5082 x .25 = 1271/9 (3) IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & SIZE SPACING ALL NYLON STRING, STRAPS, & PLASTIC WRAP NOTE: � � ❑OD SCREW LJT N PTIONAL TEMP. MULCH DAM 10' �� a W 3 IRKS , 6' CT, MATCHED ��� � N lK o � 20 OR STOCKPILED LIMEROCK FREE TOPSOIL) o SABAL PALMETTO "CABBAGE EXISTING LIMEROCK-FREE SOIL OR 8', YELLOW SAND (COMPACTED) W w " 8 EQUALLY SPACED VERTICAL SPLICES N, FYN, FF, `/\ z r PM 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE QQ LLJ r Q POST ANCHOR STAKE (ONE ON EACH SIDE OF o a FTG, MATCHED 3::3.- ::w FYN, FF, WW 17 I w w O ZAMIA FLORIDANA "FLORIDA COON TIE" 18" Q0 18", FULL, MATCHED 36" OC. N, FYN, FF, WW 29 Q it J ^ �� TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 24" - 5 FULL, MATCHED 36" OC. 7 N, FYN, FF, 0 O elf� om JJJ `- ° 1. a4 ° a ° a Q' 6' WEST ADJ PL i 3/4' STRAP THROUGH 3/4' WIRE. CINCH BUCKLE TENSIONED TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO ROOTBALL DIAMETER) TOP OF ROOTBALL 2' ABOVE BACKFILL`. 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) 5'OC. I QS SD 200' EAST ADJACENT PROPERTY S 3/4' WIDE POLYESTER STRAP ANCHOR SYSTEM 2 WITH TOGGLE ANCHOR TENSION STRAPPING OVER 2X4 BOARD (1 OR 2 PER TREE) ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE ONE ON EACH SIDE OF nn / fR❑❑TBALL Q OR 2 PER TREE) TRUNK ROOTBALL TREE TRUNK SD` `SD SD SD ` S 20 SP - SINGLE -STORY BLDG 5t 000 S.F. F.F.E. 9.18' M M �� M M SYLVAN DRIVE TRUNK WRAPPED W/20 LAYERS Ns - PLANT LIST 50' RIGHT OF WAY 6,501 SF SINGLE OR MULTI -TRUNKED TREE SYM WITH TWINE ATER BAG IF NO AUTOMATIC IRRIGATION 5082 x .25 = 1271/9 (3) IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & SIZE SPACING ALL NYLON STRING, STRAPS, & PLASTIC WRAP NOTE: 4 ❑OD SCREW LJT 0 PTIONAL TEMP. MULCH DAM 10' �� a AROUND ROOTBAL (NO SOIL) 3 IRKS , 6' CT, MATCHED ��� � N lK 3' MULCH TOP SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OF ROOTBALL 2' 20 OR STOCKPILED LIMEROCK FREE TOPSOIL) ABOVE BACKFILL SABAL PALMETTO "CABBAGE EXISTING LIMEROCK-FREE SOIL OR 8', YELLOW SAND (COMPACTED) A FULL HEADS MATCHED 8 EQUALLY SPACED VERTICAL SPLICES N, FYN, FF, WW IF ROOTBALL IS CONTAINER GROWN r PM 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE "JAPANESE YEW" 48" POST ANCHOR STAKE (ONE ON EACH SIDE OF 30", FTG, MATCHED E4, I ROOTBALL (ANCHOR SYSTEM 1) FYN, FF, WW 17 MTRAI.L TREE PLANTING DETAIL NOT TO SCALE TPIJNK WRAPPED W/20 LAYERS OF BURLAP )ER WOOD PADS SECURED WITH TWINE '4'X18' WOOD PAD SECURED METAL STRAPS NOT PENETRATE NAILS 'O TRUNCK (4' WOOD BRACE NAILED TO D AND STAKE (3 EA, PALM) MULCH BE PLACED 1' BELOW GRADE 3' TEMPORARY BERM 2'X4'X30' WOOD STAKE 12' A3 SAND/COMPOST MIXTURE COMPACTED EXIST, SOIL -BACKFILL 4 LJT' 17 FAX 12 ZF 10 r� e Y w Q II' WEST ADJ PL PROPERTY TRUNK WRAPPED W/20 LAYERS Ns - PLANT LIST OF BURLAP UNDER WOOD PADS 6,501 SF QTY SYM WITH TWINE DESCRIPTION 5082 x .25 = 1271/9 (3) 2'X4'X18' WOOD PAD SECURED SIZE SPACING NOTES* NOTE: 4 0 LJT 0 FORM LIGUSTRUM" 10' �� a 10', 3 IRKS , 6' CT, MATCHED ��� � N lK FYN, FF, WW, OHE 20 ik SP SABAL PALMETTO "CABBAGE PALM" 8', 10'-12' OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, FULL HEADS MATCHED AS SHOWN N, FYN, FF, WW 9 000 PM PODOCARPUS MACROPHYLLA "JAPANESE YEW" II' WEST ADJ PL JUU r'/AJr'/ALUI'I IVU I /A I UI'I /Amtjr_iV I IIVC oiAr11/A - I -)/A I-KCC uvr=u rKCCJ SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) NO TREE REMOVAL ON SITE. PROPERTY TRUNK WRAPPED W/20 LAYERS ABBQ - PLANT LIST OF BURLAP UNDER WOOD PADS 6,501 SF QTY SYM WITH TWINE DESCRIPTION 5082 x .25 = 1271/9 (3) 2'X4'X18' WOOD PAD SECURED SIZE SPACING NOTES* NOTE: 4 0 LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' X 10', 3 IRKS , 6' CT, MATCHED AS SHOWN FYN, FF, WW, OHE 20 ik SP SABAL PALMETTO "CABBAGE PALM" 8', 10'-12' OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, FULL HEADS MATCHED AS SHOWN N, FYN, FF, WW 9 000 PM PODOCARPUS MACROPHYLLA "JAPANESE YEW" 48" X 30", FTG, MATCHED 32" OC. FYN, FF, WW 17 = I ZF ZAMIA FLORIDANA "FLORIDA COON TIE" 18" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW 29 Q it FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 24" X 18", FULL, MATCHED 36" OC. 7 N, FYN, FF, WW JUU r'/AJr'/ALUI'I IVU I /A I UI'I /Amtjr_iV I IIVC oiAr11/A - I -)/A I-KCC uvr=u rKCCJ SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) NO TREE REMOVAL ON SITE. w w U Z 0 U I SHRUB UPTI❑NAL TEMP, MULCH DAM AROUND ROOTBAL (NO SOIL) 3' MULCH SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) EXISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN SHRUB PLANTING DETAIL NOT TO SCALE PROPERTY TRUNK WRAPPED W/20 LAYERS GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D OF BURLAP UNDER WOOD PADS 6,501 SF METAL STRAP SECURED WITH TWINE Q 5082 x .25 = 1271/9 (3) 2'X4'X18' WOOD PAD SECURED LIJz / o NOTE: w z� PENETRATE NAILS ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC 9' INTO TRUNK o RIGHT -QF -WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF CY SOUTH W} 210 PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE WOOD BRACE NAILED TO W u' PAD OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, > d. 5 NORTH POLES, ETC., IN RIGHT-OF-WAY EASEMENT. 210 3' TEMPORARY O Q CONTACT AND ANOTHER IN _ 0 WW AGENCIES PRIORDTO WORK JUR SDICOTIONALENTAL WETLANDS. 1' BELOW GRADE o M I l_ - 2'X4'X30' W❑❑D STAKE 112"' Q = � Q 12' SOIL MIX EAST Q it 1000 985 4 U 01 17 LF s - 18' YARD SAND - elf� om JJJ `- 48 HOURS BEFORE YOU DIG w 2155 - COMPACTED BACKFILL CALL SUNSHINE 1-800-432-4770 z " ms nEcAw#vR0VA o U \FI V� , T� 0) 00 I- 9 �O STATE OF®d ®®OR 10�J Q CAPE v ®® w w U Z 0 U I SHRUB UPTI❑NAL TEMP, MULCH DAM AROUND ROOTBAL (NO SOIL) 3' MULCH SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) EXISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN SHRUB PLANTING DETAIL NOT TO SCALE PALM TREE PLANTING DET IL NOT TO SCALE PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying Project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions, what lime/sulphur applications are needed (if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is; submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root 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 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. ABBQ RESTAURANT - ATLANTIC BEACH LANDSCAPE REQUIREMENTS PROPERTY TRUNK WRAPPED W/20 LAYERS GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D OF BURLAP UNDER WOOD PADS 6,501 SF METAL STRAP SECURED WITH TWINE 5082 x .25 = 1271/9 (3) 2'X4'X18' WOOD PAD SECURED LIJz 9. W/ METAL STRAPS - w z� PENETRATE NAILS V) 9' INTO TRUNK a_ CY SOUTH W} 210 2'X4 WOOD BRACE NAILED TO ¢ u' PAD ND STAKE (3 EA. PALM) > d. 5 NORTH 21 LF 210 3' TEMPORARY BERM 21 x .75 = 16/3 3' MULCH TO BE PLACED 0 WW 5 1' BELOW GRADE -z > - 2'X4'X30' W❑❑D STAKE 112"' � Q 12' SOIL MIX EAST 200 LF 1000 985 4 WEST 17 LF 85 - 18' YARD SAND 1 6' Diameter111110. om Z EDGE OF TREE PIT TOTAL 2155 - COMPACTED BACKFILL PALM TREE PLANTING DET IL NOT TO SCALE PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying Project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions, what lime/sulphur applications are needed (if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is; submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root 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 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. ABBQ RESTAURANT - ATLANTIC BEACH LANDSCAPE REQUIREMENTS PROPERTY FRONTAGE/ AREA GREEN AREA REQUIRED SF GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D SHRUBS REQ'D INTERIOR VUA 6,501 SF 650 752 2 5082 x .25 = 1271/9 ., LIJz z 18 • w z� . V) STREET FRONTAGE n n CY SOUTH 21 LF 210 210 1 M 21 x .75 = 16/3 m F- 5 NORTH 21 LF 210 117 1 21 x .75 = 16/3 0 WW 5 1 -z > ADJACENT PROPERTY � Q Y EAST 200 LF 1000 985 4 WEST 17 LF 85 85 1 N L W om Z TOTAL 2155 2149 9/5 28 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial `slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area; in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All II uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% COMMUNITY DEVELOPMENT coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing DENIED CG �) E of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from eop and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. LANDSCAPE PLAN 07.27.17 OC JANET 0. WHITMILL,R.L.A.,INC. Copyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. N H Z w Z O O UF - 3 ❑- w a U 0_ W M O v W M Q 0 JOB NO. 27417 DRAWN: DHM CHECKED: J o W SCALE:1 "=169-000 L_ 1 DRAWING NO. Q U 0 F- Z W Q i- O 0 ., LIJz z 00 • w z� . V) Q00 n n CY j m C O J M 0 m F- N - F - Wrn Z <C 0 WW Li J 1 -z > U � Q Y 0 W N Q U N L W om Z zo Q o ®'40968®ego 41 \FI V� T� 0) 00 �m A 9 �O STATE OF®d ®®OR 10�J CAPE v ®® 01.31.2018 LANDSCAPE PLAN 07.27.17 OC JANET 0. WHITMILL,R.L.A.,INC. Copyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. N H Z w Z O O UF - 3 ❑- w a U 0_ W M O v W M Q 0 JOB NO. 27417 DRAWN: DHM CHECKED: J o W SCALE:1 "=169-000 L_ 1 DRAWING NO. Q 0 F- W Q i- O ly LIJz Lt_ w < U V) OLLJ W CY j m C W U M 0 m F- L+J F - Z <C LANDSCAPE PLAN 07.27.17 OC JANET 0. WHITMILL,R.L.A.,INC. Copyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. N H Z w Z O O UF - 3 ❑- w a U 0_ W M O v W M Q 0 JOB NO. 27417 DRAWN: DHM CHECKED: J o W SCALE:1 "=169-000 L_ 1 DRAWING NO. Valve Callout Valve Number �---- Valve Flow \_#"� Valve Size IRRIGATION 5CHEDULE SYMBOL MANUFACTURER/MODEL 11 510 0 S. F. F. F. . 9.18' 71� SYLVAN DRIVE 50' RIGHT OF WAY QTY ARC PSI GPM RADIUS PRECIP. 13 Two Rain Bird 1401 bubbler 22x2 3GO 30 0.50 I ' NA SYMBOL MAN UFACTURER/MODEUDESCRIPTI ON QTY PRECIP. Qo Two Rain Bird PC -10 Single Outlet 2x2 NA _ Area to Receive Dripline Rain Bird XFD-09-1 2 440 s.f. 1. ) "/hr XFD On -Surface Pressure Compen5atmg Landscape Dripline. O.OGPH emitters at 1 2.0" O.C. Dripline laterals spaced at I G.0" apart, with emitters offset for triangular pattern. UV Resistant. SYMBOL MAN UFACTUREK/MODEUDESCRIPTION QTY Rain Bird XCZ- 100-PRB-COM in lumbo valve box I BF Wlkin5 575XL I " Backflow Preventer I © Rain Bird E5P4Me 4 Station Controller I OS Rain Bird RSD-BEx Rain Sensor 1 M Water Meter 31 1 Irrigation La>eral Line: PVC Class I GO 440 Lf. Irrigation Mainline: PVC 1-1 /4" Schedule 40 20 Lf. Pipe Sleeve: PVC Schedule 40 Extend 5leeve5 18 inches beyond edges of paving or construction. IRRIGATION CONTRACTOR SHALL 5E RESPONSIBLE FOR THEIK OWN TAKE OFF WATERING SCHEDULE J w w D- 0 Z O 0 H w 0 z 0 UNDERGROUND IRRIGATION SPECIFICATIONS 1.0 GENERAL 1.1 SUMMARY: Includes but not limited to: 3.0 EXECUTION: A. Furnishing and installing sprinkler system as described in Contract Documents complete with NOV ( 1ST accessories necessary for proper functioning. � I--- o � 2„ W w ,d by original installer at this Section's expense. 1. Layout of Irrigation Heads: RATE DAYS a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as 3.2 INSTALLATION: is required to achieve full, even coverage without spraying onto buildings, sidewalks, �jZ / Lli fences, etc. 1. Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, F - 40 MIN rock -free soil or sand. Q 2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In D no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable B. Installation of Plastic Pipe: state or local laws. Nothing in Contract Documents is to be construed to permit work not w w o conforming to these codes. Manufacturer. B. Pre -Installation Conference: Z Q 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches prior to commencing work of this Section. Q C. System Adjustments: 3. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. _J - > bi w Ln 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be mowing strip, walk or curb and have a minimum of one (1 ") inch clearance between head and with landscape area. Mainline, laterals and valves to be installed as far away from existing and CK0 0 new specimen trees as possible. 4. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. approval of Landscape Architect prior to proceeding with work. N r - 5. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will 1.4 SUBMITTALS: result. A. Record Drawings: 6. Make solvent weld joints in the following manner: 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to inspection. Drawing shall include: d a. Detail and dimension changes made during construction. b. Apply uniform coat of 711 solvent to outside of pipe. d r n� V _1 ,_ 2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and d. Reapply a light coat of solvent to pipe and quickly insert into fitting. relevant shop drawings. a 4 d ° d dd ° ° is inserted to full depth of fitting socket. the Landscape Architect and Owner. a, a g. Wipe off solvent appearing on outer shoulder of fitting. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. d d d inside of pipe. Valve Callout Valve Number �---- Valve Flow \_#"� Valve Size IRRIGATION 5CHEDULE SYMBOL MANUFACTURER/MODEL 11 510 0 S. F. F. F. . 9.18' 71� SYLVAN DRIVE 50' RIGHT OF WAY QTY ARC PSI GPM RADIUS PRECIP. 13 Two Rain Bird 1401 bubbler 22x2 3GO 30 0.50 I ' NA SYMBOL MAN UFACTURER/MODEUDESCRIPTI ON QTY PRECIP. Qo Two Rain Bird PC -10 Single Outlet 2x2 NA _ Area to Receive Dripline Rain Bird XFD-09-1 2 440 s.f. 1. ) "/hr XFD On -Surface Pressure Compen5atmg Landscape Dripline. O.OGPH emitters at 1 2.0" O.C. Dripline laterals spaced at I G.0" apart, with emitters offset for triangular pattern. UV Resistant. SYMBOL MAN UFACTUREK/MODEUDESCRIPTION QTY Rain Bird XCZ- 100-PRB-COM in lumbo valve box I BF Wlkin5 575XL I " Backflow Preventer I © Rain Bird E5P4Me 4 Station Controller I OS Rain Bird RSD-BEx Rain Sensor 1 M Water Meter 31 1 Irrigation La>eral Line: PVC Class I GO 440 Lf. Irrigation Mainline: PVC 1-1 /4" Schedule 40 20 Lf. Pipe Sleeve: PVC Schedule 40 Extend 5leeve5 18 inches beyond edges of paving or construction. IRRIGATION CONTRACTOR SHALL 5E RESPONSIBLE FOR THEIK OWN TAKE OFF WATERING SCHEDULE J w w D- 0 Z O 0 H w 0 z 0 UNDERGROUND IRRIGATION SPECIFICATIONS 1.0 GENERAL 1.1 SUMMARY: Includes but not limited to: 3.0 EXECUTION: A. Furnishing and installing sprinkler system as described in Contract Documents complete with NOV ( 1ST accessories necessary for proper functioning. 3.1 PREPARATION: I--- A. Protection: 1.2 SYSTEM DESCRIPTION: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired A. Design Requirements: by original installer at this Section's expense. 1. Layout of Irrigation Heads: RATE DAYS a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as 3.2 INSTALLATION: is required to achieve full, even coverage without spraying onto buildings, sidewalks, A. Trenching and Backfilling: fences, etc. 1. Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, F - 40 MIN rock -free soil or sand. 1.3 QUALITY ASSURANCE: 2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In A. Regulatory Requirements: no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable B. Installation of Plastic Pipe: state or local laws. Nothing in Contract Documents is to be construed to permit work not 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by conforming to these codes. Manufacturer. B. Pre -Installation Conference: 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches prior to commencing work of this Section. based on finish grade C. System Adjustments: 3. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. immediately adjacent to mowing strips, walks or curbs shall be one (1") inch below top of 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be mowing strip, walk or curb and have a minimum of one (1 ") inch clearance between head and with landscape area. Mainline, laterals and valves to be installed as far away from existing and mowing strip, walk or curb. new specimen trees as possible. 4. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. approval of Landscape Architect prior to proceeding with work. N r - 5. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will 1.4 SUBMITTALS: result. A. Record Drawings: 6. Make solvent weld joints in the following manner: 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to inspection. Drawing shall include: each. a. Detail and dimension changes made during construction. b. Apply uniform coat of 711 solvent to outside of pipe. b. Significant details and dimensions not shown in original Bidding Documents. c. Apply solvent to fitting in similar manner. 2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and d. Reapply a light coat of solvent to pipe and quickly insert into fitting. relevant shop drawings. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe 3. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of is inserted to full depth of fitting socket. the Landscape Architect and Owner. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. 4. As -built drawing shall be clearly drawn. g. Wipe off solvent appearing on outer shoulder of fitting. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the 6. Final payment for system will not be authorized until accurate and complete submittals are inside of pipe. delivered to the Landscape Architect. i. Allow joints to set at least 24 hours before applying pressure to PVC pipe. B. Instruction Manual: 7. Tape threaded connection with teflon tape. 1. Provide instruction manual which lists complete instructions for system operation and C. Control Valves and Controller: maintenance. 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to applicable electrical code. 1.5 PRODUCT STORAGE: 2. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at A. During construction and storage, protect materials from damage and prolonged exposure to sunlight. finish grade. 3. Install remote control valves in valve boxes positioned over valve so all parts of valve can be 1.6 WARRANTY: reached for service. Set cover of valve box even with finish grade. A. Standard one (1) year warranty stipulated in General Conditions shall include: 4. Install all valve boxes over nine (9") inches of gravel for drainage. 1. Completed system including parts and labor. D. Sprinkler Heads: 2. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush for one (1) year following final acceptance. out system. 3. System adjustment to supply proper coverage to areas to receive water. 2. Set sprinkler heads perpendicular to finish grade. 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. 1.7 MAINTENANCE: E. Dripline: A. Extra Materials: 1. Install 12" pop up spray with blank nozzle next to drip zone control valve for zone operation indicator 1. In addition to installed system, furnish Owner with the following items at close-out: 2. Stake dripline every 6' with dripline tie down stakes. a. Two sprinkler head bodies of each size and type. 3. Install flush valve in 6" valve box in each drip area. b. Two nozzles for each size and type. c. Two adjusting keys for each sprinkler head cover type. 3.3 ADJUSTMENT AND CLEANING: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without 2.0 PRODUCTS: appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no 2.1 PIPE, PIPE FITTINGS, AND CONNECTIONS: o A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type, and working pressure. B. Pipe: 1. Pressure Lines: as indicated on plans. 2. Lateral Lines: as indicated on plans. 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, single conductor direct burial size 14. Use 3M-DBY for all wire splices. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Automatic Controller: 1. Make and model shown on Drawings. 2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of valves. Crawford lm`ga�tion Design, Inc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAILi cleRattantic.net Teti (386) 424-0027 LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE �-DRIPLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED T'O DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.4 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance. END OF SECTION INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE, ZONE VALVE INSTALLATION DETAIL SCALE:NTS SLEEVING ROUGH -IN DETAIL SCALE:NTS WRING TO CONTROLLER; PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADE; USE EXTENSION IF NECESSARY ZONE VALVE 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE )IPE END AND STAKE STUB -UP BACK OF CURB COMMUNITY DEVELOPMENT DENIED 2 PIPE STUBBED UP END OF SLEEVE An PVr. SI FFVF CI7F PFR PI AN U MAR (2ND SUNDAY) - NOV ( 1ST SUNDAY) - WATER I--- NOV ( 1ST SUNDAY) MAR (2ND SUNDAY) ZONE GPM USE PRECIP, RATE DAYS - MINUTES DAYS - MINUTES 1 16.5 LOW 1.1"/ r TUES / F - 40 MIN TUES - 40 MIN rn ALL IRRIGATION IS LOW WATER USE W NO WATERING TO TAKE P ACE BETWEEN THE HOURS OF 10i00AM - 4100PM Crawford lm`ga�tion Design, Inc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAILi cleRattantic.net Teti (386) 424-0027 LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE �-DRIPLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED T'O DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.4 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance. END OF SECTION INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE, ZONE VALVE INSTALLATION DETAIL SCALE:NTS SLEEVING ROUGH -IN DETAIL SCALE:NTS WRING TO CONTROLLER; PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADE; USE EXTENSION IF NECESSARY ZONE VALVE 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE )IPE END AND STAKE STUB -UP BACK OF CURB COMMUNITY DEVELOPMENT DENIED 2 PIPE STUBBED UP END OF SLEEVE An PVr. SI FFVF CI7F PFR PI AN U a Z I--- ., ' z Z 00 co Q Z J • J <( J o0 rn � cw G 0 Q F_ rn V) OJ d - N W W iN C� L U -1m C�r W U m U W I- Li J M j z Q U � Q Cn Y Q • W F_ W N r - Q N `n LJ o m Z zo Q Ii ®W®®®eee®000 +. ®® C 0. 1F1 r :E0) 04 ®M A 9 O O STATE OFfta O ® �SFjOR10PG��` (nO ®® CAPEP� 009 0600%�®� "0 u- ® 01.31.2018 IRRIGATION PLAN 07.27.17 Copyright,JANET 0. WHITMILL,R.L.A.,INC. Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. Z w Z O v pF- 3 IL w 0: U W M Q O U W M Q JOB NO. 27417 DRAWN: D H M CHECKED: J o W SCALE:1 "--1611-opt IR -1 DRAWING NO. a I--- O Z J � cw G Q F_ = U V) OJ W W U -1m C�r W U m M Z Q Q W F_ Z <C IRRIGATION PLAN 07.27.17 Copyright,JANET 0. WHITMILL,R.L.A.,INC. Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. Z w Z O v pF- 3 IL w 0: U W M Q O U W M Q JOB NO. 27417 DRAWN: D H M CHECKED: J o W SCALE:1 "--1611-opt IR -1 DRAWING NO. J J w a O U z 0 w 0 LL z O i w a z w uJ ce- xa W UJ H _ Q z calO UJJ O _ z UJ U D ce a w w co w w z J 4 Ln 0 z J J LU Q� W o. O U z UJ a LL O w CL 2 a LU _ H v Q LU U w U_ O z LU z z z 0 GENERAL NOTES I 1 CODE &ZONING I DRAVIIING INDEX 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUES AND ORDINANCES. 2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TO COMMENCEMENT WITH THE WORK. 3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY FOR MATERIAL TRANSPORT AND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS. 4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK, 6. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. 8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 9. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. SAMPLES OF ALL FINISH MATERIALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL, INCLUDING PAINT SAMPLE. ANY FINISHES THAT ARE PURCHASED BEFORE APPROVAL AND ARE SUBSEQUENTLY REJECTED ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO SUBSTITUTIONS WILL BE CONSIDERED FOR PRODUCTS OR METHODS THAT CANNOT BE PROVIDED AS A RESULT OF CONTRACTOR'S FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER, PURSUE THE WORK PROMPTLY, OR TO COORDINATE THE VARIOUS ACTIVITIES PROPERLY. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIMES OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT" ARE USED, ARCHITECT TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 10, ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS. 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS. 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 16. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT O OPERATE QUIETLY AND BE FREE OF VIBRATION. 17. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. 18. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. 19. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AST E CEILING UNLESS NOTED OTHERWISE. 20. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTA LATION OF SPECIFIED FINISHES. 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL ANDINSTALLATION SPECIFIED, 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TC THE INSTALLATION OF SPECIFIED FLOOR FINISH( -ES). CAULK ALL FLOOR JOINTS AT VERTICAL SURFACES; COLOR TO MATCH FINISH OF ADJACENT MATERIAL. 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATESUBCONTRACTORS. 24. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DI CTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. P ZOVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO CO APLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. 25. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILE ING OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER REP WILL COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTORY SND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. 26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. 27. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. 28. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING. 29. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIN ENSIGNS ARE NOMINAL UNLESS OTHERWISE INDICATED. 30. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED OTHERWISE. 31. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE ILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR IV ILLWORK ENGINEERING. 32. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. 33. SLOPE FLOOR TILES DOWN TO FLOOR DRAINS IN KITCHEN, BAR, AND R STROOMS. 34. THIS PROJECT IS REQUIRED TO BE SPRINKLERED. MECHANICAL, ELECTRICAL & FIRE PROTECTION NOTES 1. ANY MECHANICAL, ELECTRICAL & PLUMBING INFORMATION INDICATED ON THE 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION OF THE Zoning ARCHITECTS WORK. MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ARE BY 5. PROVIDE ALARM STROBES AND HORN STROBES AS REQUIRED BY CODE. OTHERS. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT Electrical Code AND COORDINATE WITH ARCHITECT AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY 6. PROVIDE EMERGENCY LIGHTING OR EMERGENCY BALLAST IN LIGHT FIX CALCULATIONS IF REQUIRED FOR PERMITTING. REQUIRED TO MEET CODE REQUIREMENTS FOR EMERGENCY LIGHTING. 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS SHALL BE 7. PROVIDE 1-1/4" CONDUIT FOR TELEPHONE SERVICE. PROVIDE PHONE I INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. GROUND AND OUTLET IN PHONE ROOM OR AS INDICATED. 3. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. DESIGN 8. THIS STRUCTURE IS REQUIRED TO BE SPRINKLERED. FIRE PROTECTION SHALL BE IN ACCORDANCE WITH THE LATEST DESIGN CRITERIA ISSUED BY OWNER. LAYOUT TO BE PROVIDED BY FIRE PROTECTION SUBCONTRACTOR. DRAWING ISSUE DATES 1 VICINITY MAP AS AND PROJECT DESCRIPTION Project Description ABBQ Restaurant Location 461 Atlantic Blvd, Atlantic Beach, FL 32233 Zoning CG - Commercial General BUILDING OFFICIALS AND APPLICABLE CODES Building Code Official Dan Arlington Fire Marshall Captain James Groff Building Code FBC 2014 5TH ADDITION - Building Plumbing Code FBC 2014 STH ADDITION - Plumbing Electrical Code NEC 2011- Electrical Mechanical Code FBC 2014 5TH ADDITION - Mechanical Life Safety (Fire) Code Florida Fire Prevention Code 5th Addition - NFPA 1, Fire Code, 2012 Edition & NFPA n101, Life Safety Code, 2012 Edition. Accessibility Code 2014 Florida Accessibility Code for Building Construction OCCUPANCY AND GENERAL BUILDING REQUIREMENTS Occupancy Classification Assembly A-2 Construction Type (Table 601) V -B Exit Access Travel Distance (Table 1016.1) 250' Dead End Corridor Limit (1017.3) 20' Min. Exit Corridor Width (1017.2) 4411 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT SQ FT /REQUIRED PERSON SQ FT Primary Structural Frame (Table601) 0 Hour PROVIDED Bearing Wall (Table 601) 0 Hour ASSEMBLY A-2 INT. Roof Construction (Table 601) 0 Hour 94 BUILDING SUMMARY, OCCUPANTS AND EXITS OCCUPY SPACE GROUP SQ FT /REQUIRED PERSON SQ FT OCCUP'T LOAD EXIT WIDTH .2" PROVIDED REQUIRED STAIR WIDTH .3" PROVIDED ASSEMBLY A-2 INT. 15 Gross _.1 408 94 CAPTIVE AIR HOOD DRAWING M303 MALE FEMALE ASSEMBLY A-2 EXT. BAR SEATING 15 Gross 1 per 24" 1,787* 28' 120 14 2 M307 ARCHITECTURAL A001 KITCHEN 100 Gross 1,360 7 U Q UL7 O O 0 z d.z ODQ BAR 200 Gross 320 2 U J a" � UJ v w OC U. p 2 ' BUSINESS 100 Gross 120 2 Q � �, > Q � � > p zbe � STORAGE 300 Gross 410 2 w A204 CMU WALL ELEVATIONS & FIREWOOD BOX DETAILS aw,Wa SMOKE HOUSE 300 Gross 1,258 5 WALL SECTIONS = UJ gLLJra OUTDOOR COVERED SEATING N/A N/A 50 UJv �� 0 P301 TOTAL - 4,507 296 59.2" 129.75" N/A N/A *NOT ADDED IN TOTAL OCCUPIED AREA OF BUILDING "' 1 2 PLUMBING FIXTURE COUNT GENERAL GOOD WATER CLOSETS LAVATORIES DRINKING G002 ~z� � � MALE FEMALE M302 CAPTIVE AIR HOOD DRAWING M303 MALE FEMALE FOUNTAINS M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN �I- SLAB PLAN M310 U Q UL7 O O 0 z d.z ODQ PARTIAL FLOOR PLAN 0�Ww O�� �a LU w� ��C) a V) U J a" � UJ v w OC U. p 2 ' W 0 zij' W D t-. Z Q � �, > Q � � > p zbe � p A202 a Z Q pn p zo, w A204 CMU WALL ELEVATIONS & FIREWOOD BOX DETAILS aw,Wa baa �� BUILDING SECTIONS �� WALL SECTIONS = UJ gLLJra �� A314 .ty �� a UJv �� 0 P301 PLUMBING RISER DIAGRAMS A401 RESTROOMS PLANS AND ACCESSORIES A402 RESTROOMS ELEVATIONS AND ACCESSORIES A403 OUTHOUSE PLANS, SECTIONS & ELEVATIONS A404 INTERIOR ELEVATIONS A405 INTERIOR ELEVATIONS A406 INTERIOR ELEVATIONS A407 INTERIOR ELEVATIONS A408 INTERIOR ELEVATIONS E102 /2\ A601 DOOR SCHEDULE AND DETAILS A611 a A612 a A613 WINDOW DETAILS E401 ELECTRICAL DETAILS AND NOTES a INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS a 0 a TOTAL 296 75/75 2 2 2 1 2 1 1 200/200 1 2 3 2 1 3 1 NA FOUNDATION DETAILS S1.04 * FOR PLUAaW FIXTURE COUNT SEE AREA TABULATION ABOVE OCCUPIED AREA (SQ. FT.) TABULATION CONDITIONED ............................... PATIO..................................... 5,451 GSF 1,792 GSF SMOKEHOUSE ................................ 1,093 GSF TOTAL SQUARE FOOTAGE UNDER ROOF ............. 81336 GSF DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r N DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 GENERAL GOOD COVER SHEET G001 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G002 ACCESSIBILITY G101 LIFE SAFETY PLAN M301 CAPTIVE AIR HOOD DRAWING M302 CAPTIVE AIR HOOD DRAWING M303 CIVIL M304 UNDER SEPARATE BINDER M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A011 SLAB PLAN M310 CAPTIVE AIR HOOD DRAWING A101 OVERALL FLOOR PLAN A102 PARTIAL FLOOR PLAN A103 PARTIAL FLOOR PLAN A104 ROOF PLAN AND DETAILS A105 FURNITURE PLAN A111 PARTIAL REFLECTED CEILING PLAN A112 PARTIAL REFLECTED CEILING PLAN A121 ENLARGED KITCHEN AND BAR PLANS M319 CAPTIVE AIR HOOD DRAWING A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A203 EXTERIOR ELEVATIONS A204 CMU WALL ELEVATIONS & FIREWOOD BOX DETAILS M324 CAPTIVE AIR HOOD DRAWING A301 BUILDING SECTIONS A311 WALL SECTIONS A312 WALL SECTIONS A313 WALL SECTIONS A314 WALL SECTIONS A315 WALL SECTIONS A316 ROOF/WALL SECTION AND DETAILS, P301 PLUMBING RISER DIAGRAMS A401 RESTROOMS PLANS AND ACCESSORIES A402 RESTROOMS ELEVATIONS AND ACCESSORIES A403 OUTHOUSE PLANS, SECTIONS & ELEVATIONS A404 INTERIOR ELEVATIONS A405 INTERIOR ELEVATIONS A406 INTERIOR ELEVATIONS A407 INTERIOR ELEVATIONS A408 INTERIOR ELEVATIONS E102 FLOOR PLAN POWER & SYSTEMS & NOTES A601 DOOR SCHEDULE AND DETAILS A611 WINDOW ELEVATIONS A612 WINDOW DETAILS A613 WINDOW DETAILS E401 ELECTRICAL DETAILS AND NOTES A701 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A702 FINISH DISTRIBUTION PLAN FIRE PROTECTION FP101 STRUCTURAL SO.01 GENERAL NOTES SO.02 DECKING ATTACHMENT NET UPLIFT DIAGRAM S1.01 FOUNDATION PLAN S1.02 FOUNDATION DETAILS 51.03 FOUNDATION DETAILS S1.04 CORRAL AND FRAMING DETAILS S2.01 CMU WALL AND FRAMING PLAN S3.01 FRAMING DETAILS SHEET 1 53.02 FRAMING DETAILS SHEET 2 S3.03 FRAMING DETAILS SHEET 3 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r N DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 MECHANICAL M101 HVAC FLOOR PLAN M102 HVAC ROOF PLAN M201 HVAC SCHEDULES & DETAILS M202 HVAC DETAILS M301 CAPTIVE AIR HOOD DRAWING M302 CAPTIVE AIR HOOD DRAWING M303 CAPTIVE AIR HOOD DRAWING M304 CAPTIVE AIR HOOD DRAWING M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 CAPTIVE AIR HOOD DRAWING M308 CAPTIVE AIR HOOD DRAWING M309 CAPTIVE AIR HOOD DRAWING M310 CAPTIVE AIR HOOD DRAWING M311 CAPTIVE AIR HOOD DRAWING M312 CAPTIVE AIR HOOD DRAWING M313 CAPTIVE AIR HOOD DRAWING M314 CAPTIVE AIR HOOD DRAWING M315 CAPTIVE AIR HOOD DRAWING M316 CAPTIVE AIR HOOD DRAWING M317 CAPTIVE AIR HOOD DRAWING M318 CAPTIVE AIR HOOD DRAWING M319 CAPTIVE AIR HOOD DRAWING M320 CAPTIVE AIR HOOD DRAWING M321 CAPTIVE AIR HOOD DRAWING M322 CAPTIVE AIR HOOD DRAWING M323 CAPTIVE AIR HOOD DRAWING M324 CAPTIVE AIR HOOD DRAWING PLUMBING P101 PLUMBING FLOOR PLAN P102 PLUMBING ROOF PLAN P201 ENLARGED PLUMBING PLAN P202 ENLARGED PLUMBING PLAN P301 PLUMBING RISER DIAGRAMS P401 PLUMBING LEGEND, SCHEDULE & MISC. DETAILS P402 PLUMBING DETAILS P403 PLUMBING DETAILS ELECTRICAL E100 SITE ELECTRICAL NOTES AND DETAILS E101 FLOOR PLAN LIGHTING, SCHEDULE & NOTES E102 FLOOR PLAN POWER & SYSTEMS & NOTES E103 ROOF PLAN ELECTRICAL NOTES & DETAILS E201 ENLARGED KITCHEN & BAR PLANS AND NOTES E301 KITCHEN SCHEDULE NOTES & DETAILS E302 POWER RISER, PNL SCHEDULES AND CALC. E401 ELECTRICAL DETAILS AND NOTES E501 LIGHTING SCHEDULE AND ELEC LEGEND FIRE PROTECTION FP101 FIRE PROTECTION "A TO M" PLAN LANDSCAPE ARCHITECTURE UNDER SEPARATE BINDER FOOD SERVICE UNDER SEPARATE BINDER DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r N DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 J J W a °o V z V) LL O z O w CL z Lu CL 6 w H H O a z O ujJ O z 0 w U 0 W w m uj oC w z U) z J uj J w a 0 z Q Lu a O w CL OR a w H V) z Lu V 5.w LL O F_ u z Hi z V) Hi z `i C� 47 C% hi I -- SEE FLOOR PLAN FOR LOCATION OF F.E. WALL CABINET — x I I I I I i I NOTES: I I I I I I I I w L--- -� FIRE E; 3 SCALE: 3/4 ADJACENT BUILDIN PROPERTY LINE Al MAIN ELECTRICAL FIRE RISER DISCONNECT - 110 CLASS K FIRE r� II cv K1r__1ITCWr o ill � •: � �� ll. I 1111111 ' lvl v ��', � IIIII•• •? w. . _ I IIIII'. _ I�.� ENTRANCE �....... --- r � ea o•r.•e.❖ea �•• PER ZONING CODE .�? STUD WALL AS SCHEDULED CABINET 0 (TINGUISHER CABINET li = II-0ii Or f ^ STORAGE - - -., //1 5'xTLANDING \.� �- `' � t�°.'. ��•: `� t i I r 7 \ PANIC BAR A, �NL I [U� I I I � I PUBLIC WAY ASSEMBLY A ^ CLAS AB .PIRP y ASSEMBLY A-2 'INGUISHER 1 X 1 < o L_------. -- i 1 r 6, EXIT SIGN —�-- 5'x 5' LANDING 1j�, 32.1875" (160 i I I \�`�'6• PANICBAR —T — — — — — — — -- 1ZE I �a 1 I 1El III I I n a-1 PANIC BAR IT SIGN Q r .- 6E375" 326 L. sp. I I 1 ( �, BAR` I I I 11 (I I I 1 I �- -—'---- -- i I 1I ❑ I 1 1 I 11 _I-- - - - - - - - - - - - - - - - - - - - - - - - - - LIGHTWEIGHT 10 L- -- TRUSS "R" SIGN 44" WIDE EGRESS PATH I j -_ - I 1 I ❑ 0 ❑❑ I I I ❑❑ I I \I PU13LIC WAYPUBLIC WAY "A LIFE SAFETY PLAN SCALE: 1/8" = I'-0" LJ 19/16"� 13/4" 1 11 0 65 3/8" 13/4" 19/16" 19/16-1- 13/411 2'-8 3/16" 1/2" 11 CLEAR WIDTH In 4 CLEAR WIDTH DOOR EXIT CAPACITY: 65.375" CLEAR WIDTH DOOR EXIT CAPACITY: 32.1875" CLEAR WIDTH DIVIDED BY .2" PER OCCUPANT = 326 OCCUPANTS DIVIDED BY .2" PER OCCUPANT = 160 OCCUPANTS PAIR OF 36" STOREFRONT DOORS SINGLE 36" STOREFRONT DOOR TYPICAL DOOR CAPACITY DETAIL SCALE: 3/4" = I',0" v x POWELL & HINKLE NOTES: w #FL/EB-4577 1. THIS PROJECT IS SPRINKLERED. THE OUTDOOR LANDSCAPING o 111 �NL I [U� I I I � I PUBLIC WAY ASSEMBLY A ^ CLAS AB .PIRP y ASSEMBLY A-2 'INGUISHER 1 X 1 < o L_------. -- i 1 r 6, EXIT SIGN —�-- 5'x 5' LANDING 1j�, 32.1875" (160 i I I \�`�'6• PANICBAR —T — — — — — — — -- 1ZE I �a 1 I 1El III I I n a-1 PANIC BAR IT SIGN Q r .- 6E375" 326 L. sp. I I 1 ( �, BAR` I I I 11 (I I I 1 I �- -—'---- -- i I 1I ❑ I 1 1 I 11 _I-- - - - - - - - - - - - - - - - - - - - - - - - - - LIGHTWEIGHT 10 L- -- TRUSS "R" SIGN 44" WIDE EGRESS PATH I j -_ - I 1 I ❑ 0 ❑❑ I I I ❑❑ I I \I PU13LIC WAYPUBLIC WAY "A LIFE SAFETY PLAN SCALE: 1/8" = I'-0" LJ 19/16"� 13/4" 1 11 0 65 3/8" 13/4" 19/16" 19/16-1- 13/411 2'-8 3/16" 1/2" 11 CLEAR WIDTH In 4 CLEAR WIDTH DOOR EXIT CAPACITY: 65.375" CLEAR WIDTH DOOR EXIT CAPACITY: 32.1875" CLEAR WIDTH DIVIDED BY .2" PER OCCUPANT = 326 OCCUPANTS DIVIDED BY .2" PER OCCUPANT = 160 OCCUPANTS PAIR OF 36" STOREFRONT DOORS SINGLE 36" STOREFRONT DOOR TYPICAL DOOR CAPACITY DETAIL SCALE: 3/4" = I',0" v SMOKE HOUSE I CLASS K FIRE EXTINGUISHER I I I I I I I I I I I� i PLANTER 44" WIDE EGRESS PATH EXTERIORYC�OVER�EDCO�URTY�ARD I �� ASSEMBLY A- ;'`i ^, PANIC BAR WAY 0 /2\ PERMIT SET CD "a .L O ou_ DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FLIAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE NOTES: 904.2645570 #FL/EB-4577 1. THIS PROJECT IS SPRINKLERED. THE OUTDOOR LANDSCAPING TBD COVERED PORTION WILL BE PROTECTED BY A DRY DESIGN COOPERATIVE LLC SYSTEM. THE SMOKE HOUSE WILL REQUIRE HIGH TEMPERATURE HEADS. FIRE PROTECTION DESIGN 1 OCCUPIED AREA TABULATION AND LAYOUT TO BE PROVIDED BY FIRE PROTECTION SUBCONTRACTOR. FINAL LAYOUT TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO BAR (COMMERCIAL) 320 SF 200 GR 2 FABRICATION. BAR (SEATS) 28' 1 PER 24" 14 COMMERCIAL KITCHEN 1,360 SF 200 GR 7 2, TOTAL OCCUPANT LOAD IS LESS THAN 300, SO BUSINESS 120 SF 100 GR 2 NO VOICE EVAC SYSTEM REQUIRED (2000 LIFE ASSEMBLY (A-2) INT. 1,408 SF 15 NET 94 SAFETY CODE, SECTION 12.3.4.1) ASSEMBLY (A-2) EXT. 1,787 SF 15 NET 120 STORAGE 410 SF 300 GR 2 3. THIS PROJECT WAS DESIGNED TO BE COMPLIANT WITH 5TH ADDITION 2014 FLORIDA ACCESSIBILITY SMOKE HOUSE 1,258 SF 300 GR 5 CODE FOR BUILDING CONSTRUCTION. Al OUTSIDE COVERED 4. ALL OUT -SWING EXIT DOORS TO BE FURNISHED SEATING 50 WITH PANIC BAR EXIT DEVICE PER NFPA 101, LIFE SAFETY CODE. OCCUPANCY 296 A2TOTAL 5. PROVIDE REQUIRED SIGNAGE/SYMBOL, PER NFPA TOTAL SEATING 150 101, FOR NOTICE OF LIGHTWEIGHT ROOF TRUSS CONSTRUCTION. 6. ONLY TWO EXITS REQUIRED. THREE PROVIDED _ PROPERTY LINE --^- -- - -- -- -- SMOKE HOUSE I CLASS K FIRE EXTINGUISHER I I I I I I I I I I I� i PLANTER 44" WIDE EGRESS PATH EXTERIORYC�OVER�EDCO�URTY�ARD I �� ASSEMBLY A- ;'`i ^, PANIC BAR WAY 0 /2\ PERMIT SET CD "a .L O ou_ DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FLIAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 PROJECT NO: 16111 LIFE SAFETY PLAN G101 GUARD RAIL PROVIDED BY ARCHITECT. SEE ARCHITECTURAL ELEVATIONS FOR LOCATION. EFK-1 EFK-2 EFK-3 3- L—A MAW -4 I / I ,,—PROVIDE CONDENSER RTU -3 RACK FOR COOLER AND ICE MAKER EF�13 CONDENSING UNITS. L RTU -1 TT HVAC ROOF PLAN SCALE: 1/8" = 1'-0" Emir* DESIGN/COOPERATIVELI-C 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 'E IE No4,807 Mp/7, C) F r. 0 DATE: 8.18.2017 1 10-20-17 REVIEW COMMENTS PROJECT NO: 16111 HVAC 10/16/17 ROOF PLAN 2799MI02 ROBERT L. HINKLE PE 29302 COOK PR -8 EFK-5 ROOF CAP*-*nt\ 1409 KINGSLEY AVENUE, BLDG 12A GALTON H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE EF -1 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE RTU -2 L GUARD RAIL PROVIDED BY ARCHITECT. SEE ARCHITECTURAL ELEVATIONS FOR LOCATION. EFK-1 EFK-2 EFK-3 3- L—A MAW -4 I / I ,,—PROVIDE CONDENSER RTU -3 RACK FOR COOLER AND ICE MAKER EF�13 CONDENSING UNITS. L RTU -1 TT HVAC ROOF PLAN SCALE: 1/8" = 1'-0" Emir* DESIGN/COOPERATIVELI-C 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 'E IE No4,807 Mp/7, C) F r. 0 DATE: 8.18.2017 1 10-20-17 REVIEW COMMENTS PROJECT NO: 16111 HVAC 10/16/17 ROOF PLAN 2799MI02 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET