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1073 ATLANTIC BLVD CIV24-0002, DWGSA.TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS CONTRACTORS TO THE OWNER: MATTHEWS | DCCM, INC. AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES. B. ADDITIONAL PROJECT INFORMATION HAS BEEN PROVIDED BY THE FOLLOWING SUB-CONSULTANT AS CONTRACTOR TO THE OWNER: C. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER OF ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD VERIFICATION OF INFORMATION ABOVE OR BELOW GROUND THAT MAY BE CRITICAL TO THE DESIGN OF THIS PROJECT. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT. D.WARRANTY / DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER IS INVOLVED WITH THE PHYSICAL CONSTRUCTION ON AN ONGOING BASIS AT THE SITE. MATTHEWS | DCCM IS THE PROJECTS ENGINEER OF RECORD (EOR). MATTHEWS | DCCM IS NOT A GENERAL CONTRACTOR, UTILITY CONTRACTOR, SITE CONTRACTOR, OR ANY OTHER TYPE OF CONTRACTOR. E.SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. F.CONSTRUCTION TESTING: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, TESTING, LABORATORY ANALYSES, REPORTS, COSTS, ETC., CONCERNING SOILS AND PAVEMENT RELATED DESIGN REQUIREMENTS AND SPECIFICATIONS AS SET FORTH IN THESE PLANS. G.AS-BUILT SURVEY NOTE: UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS REQUIRED TO PROVIDE OWNER / ENGINEER WITH A SIGNED AND SEALED AS-BUILT SURVEY AND ANY OTHER RELATED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE PERMITTING AGENCY REQUIREMENTS, AS THE BASIS FOR PROJECT CERTIFICATIONS AND CLOSE-OUT. H.RIGHT-OF-WAY: ANY AND ALL WORK CONDUCTED WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAYS MUST BE IN ACCORDANCE WITH THE APPLICABLE LAND DEVELOPMENT CODES. I.PRE-CONSTRUCTION MEETING: IT IS THE RESPONSIBILITY OF THE APPLICANT TO SCHEDULE A PRE-CONSTRUCTION / PRE PERMIT ISSUANCE MEETING WITH CITY OF ATLANTIC BEACH STAFF AFTER PLANS HAVE BEEN RELEASED FOR CONSTRUCTION BY THE CITY OF ATLANTIC BEACH AND PRIOR TO STARTING ANY SITE ACTIVITIES. THE PRE-CONSTRUCTION MEETING WILL BE HELD IN CONJUNCTION WITH THE CITY OF ATLANTIC BEACH MANDATORY PRE-CONSTRUCTION MEETING. HOWEVER, IF THE PROJECT FALLS OUTSIDE OF CITY OF ATLANTIC BEACH JURISDICTION, PLEASE CALL CITY OF ATLANTIC BEACH TO SCHEDULE MEETING. J. ALL ELEVATIONS SHOWN HEREIN ARE REFERENCED TO NAVD88 "VERIFY THAT SURVEY AND ENGINEERING PLANS ARE USING THE SAME DATUM AND ARE NOTED CORRECTLY ON THE PLANS" K.FIRE SERVICES WHEN VERTICAL CONSTRUCTION BEGINS, FIRE DEPT. ACCESS IS REQUIRED *FIRE DEPT ACCESS ROADS SHALL BE PROVIDED AT THE START OF THE PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, CHP 16) *FIRE DEPT ACCESS ROAD SHALL BE UNOBSTRUCTED 20 FEET WIDE, STABILIZED SURFACE TO SUPPORT 80,000 LBS AND PROVIDE TURNAROUND FOR A 50 FOOT FIRE APPARATUS. (NFPA 1, CHP 18) Know what's below. before you dig.Call R N.T.S. N VICINITY MAP GENERAL NOTES: PREPARED BY: CONSTRUCTION PLANS FOR ASH - ATLANTIC BEACH CITY OF ATLANTIC BEACH THIS SITE IS SHOWN IN FLOOD ZONE "?" AS DESIGNATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12109CXXXXX, FOR CITY OF ATLANTIC BEACH, FLORIDA, EFFECTIVE DECEMBER 7, 2018. {Verify Count and Effective Date!} FLOOD CERTIFICATION: PERMITS / APPROVALS SUBMITTED RECEIVED CITY OF ATLANTIC BEACH ST JOHNS RIVER WATER MANAGEMENT DISTRICT 01-23-24 JEA FDEP BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE JACKSONVILLE BEACH, FLORIDA 32250 CONTACT: JASON D. BOATWRIGHT, P.S.M. PHONE: (904) 241-8550 UNIVERSAL ENGINEERING SCIENCES TYPE: GEOTECHNICAL 5561 FLORIDA MINING BOULEVARD SOUTH JACKSONVILLE FL, 32257 CONTACT: STEPHEN WEAVER, P.E. PHONE: (904) 296-0757 OWNER: P.O. BOX 3126, 7 WALDO STREET ST. AUGUSTINE, FL 32084 PHONE: 904.826.1334 FAX: 904.826.4547 INFO@MDGINC.COM RESOURCE LIST ST. JOHNS COUNTY ENGINEERING ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ST. JOHNS COUNTY DEVELOPMENT SERVICES 2750 INDUSTRY CENTER ROAD 7775 BAYMEADOWS WAY, SUITE 102 4040 LEWIS SPEEDWAY ST. AUGUSTINE, FLORIDA 32084 JACKSONVILLE, FLORIDA 32256 ST. AUGUSTINE, FLORIDA 32084 (904)209-0110 (904)730-6270 (904)209-0660 FDEP - WATER & SEWER JEA 8800 BAYMEADOWS WAY, SUITE 100 21 WEST CHURCH STREET JACKSONVILLE, FLORIDA 32256 JACKSONVILLE, FL 32202 (904)256-1700 (904)665-6000 SITE SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\01 - COVER SHEET.DWG_COVER SHEET, 1/25/2024 4:11 PM, Logan Mudd, MATTHEWS | DCCM, INC.01 15COVER SHEETASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36ASH PROPERTIES 7880 GATE PARKWAY SUITE #300 JACKSONVILLE, FL 32256 PHONE: (904) 992-9000 CONTACT: GABE BOEMAN This item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\01 - COVER SHEET.DWG_COVER SHEET, 1/25/2024 4:11 PM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMSheet List Table Sheet Number Sheet Title 01 02 03 04 05 06 07 08 09 10 11 12 13 LA1 COVER SHEET GENERAL NOTES SHEET UTILITY NOTES SURVEY DEMO & EC PLAN SITE PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS UTILITY DETAILS SWPPP - MDG LANDSCAPE PLAN LANDSCAPE SPECIFICATIONS & DETAILS LA2 GENERAL SITE NOTES: 1.ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH LAND DEVELOPMENT CODE, (LATEST REVISION) AND ALL CITY OF ATLANTIC BEACH STANDARD DETAILS. 2.ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF THEIR EMPLOYEES, AND FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH OSHA REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 3.PRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL VERIFY ALL SURVEY CONTROL POINTS AS PROVIDED IN THE BOUNDARY SURVEY. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING THEMSELVES WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THE CONSTRUCTION CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF OR WITHIN THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE ISSUES THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. FAILURE OF THE CONTRACTOR TO IDENTIFY/QUANTIFY THE AMOUNT OF UNSUITABLE MATERIAL TO BE REMOVED AND REPLACED DURING THE BID PROCESS WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THE CONSTRUCTION CONTRACT. 6.ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND CITY OF ATLANTIC BEACH. 7.FOR BOUNDARY, ROADWAY, AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE ARCHITECT, ENGINEER, AND OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING WITH CONSTRUCTION. 8.UNLESS DIRECTED OTHERWISE BY THE OWNER OR THE ENGINEER, THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. 10.THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 11.THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD VERIFIED. THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL 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 THEY SHALL CONNECT, AND NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES. 12.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CIVIL ENGINEER TO DETERMINE IF THIS PROJECT IS WITHIN THE CITY OF ATLANTIC BEACH'S JURISDICTION FOR INSPECTION. IF SO, THEN IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CITY OF ATLANTIC BEACH FOR A PRE-CON MEETING FOR INSPECTIONS. 13.DUE TO THE PROXIMITY TO EXISTING RESIDENTIAL HOMES THE APPLICANT SHOULD LIMIT HOURS OF OPERATION TO DAYTIME HOURS AND PROVIDE MITIGATION TO NOISE FROM PUMPS IF 24 HOUR DEWATERING ACTIVITIES ARE REQUIRED. 14.THE BUILDING FOOTPRINTS SHOWN HEREON ARE APPROXIMATE. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 15.ALL STOP SIGNS SHALL BE FINISHED WITH DIAMOND GRADE HIGH REFLECTIVITY SURFACE. 16.ALL STOP BARS SHALL BE THERMO-PLASTIC MATERIAL. PAVING & DRAINAGE NOTES: 1."AS-BUILT" DRAWINGS - DRAINAGE AS-BUILTS PROVIDED TO CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS AND SJRMWD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE AS-BUILT DRAWINGS FOR APPROVAL BY CITY OF ATLANTIC BEACH. IN ADDITION TO THE DRAINAGE SYSTEM THE "AS-BUILTS" SHALL SHOW THE ELEVATIONS AND LOCATION OF THE TOP OF BANK, WATER LEVEL, ANY POINTS OF CHANGE IN SLOPE, TOE OF SLOPE AND POND BOTTOM AT 100' MAXIMUM INTERVALS ALONG POND BANK FOR ALL POND CONSTRUCTION. ALL DIMENSIONS AND ELEVATIONS ON THE CONTROL STRUCTURE DETAILS SHALL BE SHOWN ON AS-BUILT DRAWINGS. 2.ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 3.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. 4.ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 5.ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 6.ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 7.BURNING OF TREES, BRUSH, AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED, AND COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHAL. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS. 9.UNSUITABLE MATERIALS UNDER WATER PIPE, SEWER PIPE, STORM PIPE, OR STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED AT CONTRACTOR'S EXPENSE. 10.THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 11.ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, BERMS, AND BUILDINGS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THIS PROJECT. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FROM THE SJRWMD. 13.PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, CREEKS, SWALES AND MUNICIPAL STORM SEWERS), 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 THE 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 EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUND WATER 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 (GROUND WATER) TO SURFACE WATERS OF THE STATE. 14.ALL PIPE LENGTHS ARE SCALED DIMENSIONS, MEASURED FROM CENTER OF STRUCTURE TO END OF MITERED END SECTIONS. STRUCTURES WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH FDOT STANDARDS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING, PROPERTY LINES, AND LOW POINTS AS SHOWN ON THE PLANS. 15.CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 16.ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES. 17.ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER-WRAPPED. 18.ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. 19.THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. HANDICAP RAMPS SHALL MEET ALL APPLICABLE ADA REQUIREMENTS. 20.ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 21.IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.), IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 22.ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS/EASEMENTS (PUBLIC OR PRIVATE) SHALL BE TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK PER LDC 6.04.07.L.5.G. THIS REQUIREMENT MAY ONLY BE WAIVED ON COMMERCIAL SITES IF THE ENGINEER OF RECORD CERTIFIES BY LETTER THAT THE SITE DOES NOT RECEIVE ANY RUNOFF FROM CITY OF ATLANTIC BEACH RIGHT-OF-WAYS. IF THERE IS ANY CONNECTION OR RELATIONSHIP BETWEEN THE PROJECT SITE AND A CITY OF ATLANTIC BEACH OWNED OR MAINTAINED DITCH, POND, OR STRUCTURE, IT SHALL BE REQUIRED. THIS TELEVISING OF THE DRAINAGE LINE SHALL BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY AS TO VISUALLY IDENTIFY THE PROPER CONSTRUCTION OF ALL JOINTS AND PIPE ALIGNMENT. A VIDEO TAPE SHALL BE PROVIDED TO THE CITY OF ATLANTIC BEACH UPON COMPLETION. THE TELEVISING OF THE DRAINAGE LINES SHALL BE PERFORMED AFTER THE PLACEMENT OF THE BASE MATERIAL AND PRIOR TO THE FINAL WEARING SURFACE OF THE ROADWAY. THE APPROVAL, BY THE CITY OF ATLANTIC BEACH, OF THE TELEVISING SHALL BE REQUIRED PRIOR TO THE PLACEMENT OF THE FINAL WEARING SURFACE OF THE ROADWAY. TELEVISED RECORD SHALL BE REVIEWED AND CERTIFIED BY THE ENGINEER OF RECORD (EOR). 23.PLEASE BE AWARE THAT ALL DETECTABLE WARNING SURFACES FOR SIDEWALK AT CURB CUT HANDICAP RAMPS UNDER THE JURISDICTION OF CITY OF ATLANTIC BEACH SHALL BE A CITY OF ATLANTIC BEACH APPROVED YELLOW COLORED COMPOSITE MATERIAL ANCHORED IN THE CONCRETE SIDEWALK RAMP. ANCHORED COMPOSITE WARNING AREA INSERTS ARE TO BE COLORED "SAFETY YELLOW", ARE TO BE SET INTO THE CONCRETE AND ARE TO BE FLUSH WITH CONCRETE SURFACE ALONG ALL FOUR SIDES. DESIGN DIMENSIONS OF DETECTABLE WARNING AREA SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS INDEX 522-002, SHEETS 1 THROUGH 8, AND 28 CODE OF FEDERAL REGULATIONS (CFR) PART 36, APPENDIX A LATEST REVISION, AS WELL AS APPLICABLE CITY OF ATLANTIC BEACH REQUIREMENTS. 24.ALL SIDEWALKS AND CURB CUT RAMPS UNDER THE JURISDICTION OF CITY OF ATLANTIC BEACH SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO FDOT STANDARD PLANS INDEX 522-002 AND 522-001; AND TITLE 28, PART 36, APPENDIX A, CODE OF FEDERAL REGULATIONS (CFR) LATEST REVISION, AS WELL AS MEETING ALL ADA REQUIREMENTS. 25.PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE HE/SHE IS NOT NOTIFIED OF DESIGN CONFLICTS. 26.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND MEASUREMENTS TAKEN IN THE FIELD WHEN POSSIBLE. THE INFORMATION SHOWN HEREON, IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. 27.UNLESS OTHERWISE INDICATED ALL STORM SEWER SHALL BE BEDDED IN ACCORDANCE WITH DETAIL GD15 TYPE "B", AS SHOWN ON SHEET 09. UNLESS CONDITIONS IN THE FIELD DICTATE THE USE OF TYPE "A" BEDDING, AS SHOWN ON SHEET 10. 28.POND SLOPES AS SHOWN ARE THE MAXIMUM ALLOWABLE SLOPE. IF SITE CONDITIONS OR OTHER ISSUES, SUCH AS GROUNDWATER SEEPAGE CAUSE SLOPE FAILURE, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CORRECT THE SLOPES TO MEET THE INTENT OF THE DESIGN. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF THESE ISSUES SO THAT ENGINEER MAY ASSIST WITH THE CORRECTIVE ACTION. 29.ALL STORM PIPE ON THIS PLAN SET, MUST MEET THE FOLLOWING STANDARDS: PP PIPE (12 INCHES TO 60 INCHES) FOR SIDE DRAIN, STORM DRAIN, AND OTHER SPECIFIED APPLICATIONS SHALL MEET THE REQUIREMENTS OF AASHTO MP21-11. GENERAL SIGNING & MARKING NOTES: 1.ALL STRIPING SHALL CONFORM TO CITY OF ATLANTIC BEACH AND/OR FDOT SPECIFICATIONS. 2.MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND ENDING OF PROJECT AND ALL SIDE STREETS. 3.SIGNS SHALL BE PLACED IN ACCORDANCE WITH INDEX NO. 700-010, AND 700-101. 4.SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, CURB CUTS, ETC. SHALL BE ADJUSTED AS DIRECTED BY ENGINEER. 5.EXISTING SIGNS TO BE REMOVED SHALL BE DELIVERED AND STOCKPILED ON SITE IN THE MATERIALS STORAGE AREA AND RETURNED TO THE OWNER. 6.COST FOR SIGNING AND MARKING, IF ANY, SHALL BE INCLUDED IN THE COSTS FOR PAVEMENT. GENERAL DEMOLITION NOTES: 1.SEE SHEET LA1 FOR THE TALLY OF TREES TO BE REMOVED. 2.ALL UTILITIES SHALL REMAIN IN PLACE AND UNHARMED UNLESS SPECIFICALLY INDICATED OTHERWISE BY THE DEMOLITION PLANS (SHEETS 05). 3.THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY ABANDONING WELLS OR SEPTIC SYSTEMS FOUND DURING CONSTRUCTION. ABANDONMENT SHALL BE IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH, STATE REGULATIONS, PER THE REQUIREMENTS SET FORTH IN THE F.A.C. WATER AND SEWER NOTES: 1.REFER TO WATER & SEWER NOTES ON 03. EROSION CONTROL NOTES: 1.NO CONSTRUCTION ACTIVITY INVOLVING EXCAVATION, DENUDING OR DEMOLITION OF ANY SITE SURFACE OR STOCKPILING OF ANY EARTHEN OR ERODIBLE MATERIALS SHALL BEGIN WITHOUT AN APPROVED PLAN AND/OR WRITTEN CONSENT BY THE CITY OF ATLANTIC BEACH PUBLIC WORKS. 2.THE CONTRACTOR SHALL ESTABLISH ALL EROSION CONTROL MEASURES PRIOR TO EXCAVATION, DENUDING OR DEMOLITION OF ANY SITE SURFACE OR STOCKPILING OF ANY EARTHEN OR ERODIBLE MATERIALS. 3.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT THE DEVELOPMENT OF THE PROJECT AND SHALL NOT REMOVE ANY EROSION CONTROL MEASURE UNTIL ALL CONTRIBUTING SITE SURFACES AND VEGETATION HAVE BEEN ESTABLISHED AND STABILIZED. 4.THE CONTRACTOR SHALL PERFORM DAILY CLEAN UP OF ALL SEDIMENT AND DEBRIS WHICH LEAVES THE PROJECT SITE(S). 5.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL CITY OF ATLANTIC BEACH STORM DRAIN SYSTEMS WHICH RECEIVE SEDIMENT OR DEBRIS AS A RESULT OF CONSTRUCTION, STOCKPILING OR DISPOSAL ACTIVITIES. CLEANING OF THE STORM DRAIN WILL OCCUR FROM THE POINT OF INTERCEPT TO THE OUTFALL OF THE SYSTEM OR TO A POINT WITHIN THE SYSTEM WHERE SEDIMENT OR DEBRIS IS NO LONGER PRESENT. 6.RAIN DAYS CLAIMED BY THE CONTRACTOR, DO NOT EXCUSE THE CONTRACTOR OF DAILY INSPECTION AND MAINTENANCE OF ALL SITE EROSION CONTROL MEASURES AND CLEANUP. 7.ALL SEDIMENT COLLECTION SYSTEMS MUST BE MUCKED OUT WHEN 1/3 FULL, MUCKED SEDIMENT MUST BE PROPERLY CONTAINED AND DISPOSED. GENERAL LANDSCAPE NOTES: 1.LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS. 2.NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. 3.FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH TIME RELEASE FERTILIZER. 4.PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II", FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK", AMERICAN NATIONAL STANDARDS INSTITUTE. 5.REMOVE ALL DEAD WOOD AND PRUNE TREES ACCORDING TO THE PRUNING GUIDELINES BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE, 1995 EDITION. IF ARBORIST BELIEVES A LIMB SHOULD NOT BE REMOVED THE ARBORIST SHALL CONTACT THE LANDSCAPE DESIGNER. REMOVE ALL DEBRIS FROM THE SITE TO AN APPROVED OFF-SITE LOCATION. FOLLOW THE "AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS" AND ANSI Z133.1 GUIDELINES. 6.TREES SHALL HAVE A MINIMUM HEIGHTS OF (8) EIGHT TO (10) TEN FEET AND (2) TWO INCHES OF CALIPER. 7.ALL DISTURBED AREAS MUST BE STABILIZED BY MEANS OF MULCH, SEEDING, OR SOD AS CALLED OUT ON THIS PLAN. IF DISTURBED AREA IS OUTSIDE OF THE LIMITS OF THIS PLAN, AREAS MUST BE STABILIZED WITH EXISTING MATERIAL OR BETTER. I.E. SEEDING OR SODDING. 8.VEGETATION THAT EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT AT MATURITY SHOULD NOT BE PLANTED CLOSER THAN TEN (10) FEET OF THE VERTICAL PLANE OF AN EXISTING POWER LINE, EXCLUDING SERVICE WIRES. 9.BALLED AND BURLAPPED STRAPPING WIRE, AND ANY SYNTHETIC MATERIAL SHALL BE REMOVED PRIOR TO FINAL INSPECTION. WIRE BASKETS SHOULD BE PULLED AWAY FROM THE TRUNKS. WIRE BASKETS SHOULD BE CUT AWAY FROM THE TOP 1/3 OF THE ROOT BALL. 10.TREES SHALL NOT BE PLANTED CLOSER THAN TEN (10) FEET FROM OTHER TREES UNLESS APPROVED BY THE CITY OF ATLANTIC BEACH ADMINISTRATOR. CANOPY TREES SHOULD BE SPACED A MINIMUM OF 20' TO 30'. 11.A MULCH RING OF PINE STRAW OR PINE BARK SHALL BE PROVIDED AT LEAST FIVE (5) FEET IN DIAMETER AND NOT CLOSER THAN SIX (6) INCHES FROM THE TREE TRUNK, FOR ALL NEWLY PLANTED TREES. 12.PINE STRAW OR PINE BARK MULCH SHALL BE PROVIDED A MINIMUM OF FOUR (4) INCHES OF DEPTH AROUND ALL NEWLY PLANTED LANDSCAPING. 13.SHRUB LINES ARE TO BE PLANTED AT THE REQUIRED MINIMUM HEIGHT, NOT BY A CONTAINER SIZE. 14.SOIL IN TREE ISLANDS SHALL HAVE AT LEAST 12" OF SUITABLE SOIL FOR TREE PLANTINGS, AND BE VOID OF ANY CONSTRUCTION DEBRIS OR UNSUITABLE MATERIAL. 15.IRRIGATION SHALL BE PROVIDED WITH AN AUTOMATIC IRRIGATION SYSTEM FOR ALL NEWLY PLANTED MATERIAL, UNLESS AN ALTERNATE MEANS IS APPROVED, ALL TREES SHALL BE IRRIGATED BY BUBBLER TYPE EMITTERS. 16.TREES SHALL NOT BE PLANTED CLOSER THAN 7.5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES. 17.UNLESS OTHERWISE SPECIFIED, NO HIGH VOLUME IRRIGATION IS PROPOSED ON THESE PLANS. 18.UNLESS OTHERWISE SPECIFIED, ALL SOD SHALL BE BAHIA. ROW IMPROVEMENT NOTES: 1.ALL EXISTING UTILITIES ARE TO BE ADJUSTED TO FINAL GRADE. 2.CONTRACTOR SHALL REMOVE ANY CONFLICTING STRIPING. GENERAL FIRE PROTECTION NOTES: 1.FIRE PROTECTION FOR THE PURPOSE OF THESE PLANS IS ANY UNDERGROUND WATER LINE NOT OWNED AND MAINTAINED BY A PUBLIC UTILITY AS WELL AS ANY PRIVATE FIRE SERVICE MAIN AND PIPE AND ITS APPURTENANCES ON PRIVATE PROPERTY (1) BETWEEN A SOURCE OF WATER AND THE BASE OF THE SYSTEM RISER FOR WATER-BASED FIRE PROTECTION SYSTEMS, (2) BETWEEN A SOURCE OF WATER AND INLETS TO FOAM-MAKING SYSTEMS, (3) BETWEEN A SOURCE OF WATER AND THE BASE ELBOW OF PRIVATE HYDRANTS OR MONITOR NOZZLES AND (4) USED AS FIRE PUMP SUCTION AND DISCHARGE PIPING, (5) BEGINNING AT THE INLET SIDE OF THE CHECK VALVE ON A GRAVITY OR PRESSURE TANK. 2.THIS SHALL ALSO APPLY TO COMBINED SERVICE MAINS USED TO CARRY WATER FOR FIRE SERVICE AND OTHER USES. I.E. DOMESTIC. 3.STANDARDS TO BE REFERENCED ARE TO BE THE MOST CURRENT AS ADOPTED BY THE FLORIDA FIRE PREVENTION CODE: NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS & THEIR APPURTENANCES NFPA 20, STANDARD FOR INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION NFPA 22, STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION NFPA 16, STANDARD ON DELUGE FOAM-WATER SPRINKLER & FOAM-WATER SPRAY SYSTEMS NFPA 1963 STANDARD FOR FIRE HOSE CONNECTIONS 4.ITEMS ON THE CONSTRUCTION PLANS SHALL INCLUDE BUT NOT LIMITED TO SCALE DRAWINGS AND DETAILS AND TO INCLUDE THE FOLLOWING ITEMS WHEN THEY ARE APPLICABLE TO THE SYSTEM BEING INSTALLED: A.NAME OF OWNER AND OCCUPANT. B.LOCATION, INCLUDING STREET ADDRESS. C.POINT OF COMPASS. D.A GRAPHIC REPRESENTATION OF THE SCALE USED ON ALL PLANS. E.NAME AND ADDRESS OF CONTRACTOR. F.SIZE AND LOCATION OF ALL WATER SUPPLIES. G.SIZE AND LOCATION OF ALL PIPING, INDICATING, WHERE POSSIBLE, THE CLASS AND TYPE AND DEPTH OF EXISTING PIPE, THE CLASS AND TYPE OF NEW PIPE TO BE INSTALLED, AND THE DEPTH TO WHICH IT IS TO BE BURIED. H.SIZE, TYPE, AND LOCATION OF VALVES. INDICATE IF LOCATED IN PIT OR IF OPERATION IS BY POST INDICATOR OR KEY WRENCH THROUGH A CURB BOX. I.LOCATION OF FIRE DEPARTMENT CONNECTIONS, IF PART OF PRIVATE FIRE SERVICE MAIN SYSTEM, INCLUDING DETAIL OF CONNECTIONS. J.SPRINKLER AND STANDPIPE RISERS AND MONITOR NOZZLES TO BE SUPPLIED BY THE SYSTEM. K.LOCATION OF FIRE DEPARTMENT CONNECTIONS, IF PART OF PRIVATE FIRE SERVICE MAIN SYSTEM, INCLUDING DETAIL OF CONNECTIONS. L.ALL COMPONENTS MUST HAVE LISTING WITH FIRE PROTECTION PER NFPA 24. M.ALL FIRE HYDRANTS INSTALLED IN ST. JOHNS COUNTY MUST HAVE A SINGLE 4.5 INCH HOSE OUTLET, AND TWO (2.5) INCH HOUSE OUTLETS, ALL WITH MALE NH STANDARD THREADS, IN ACCORDANCE WITH NFPA 1963. 5.A COPY THESE APPROVED ENGINEERED PLANS SHALL ACCOMPANY A REQUIRED FIRE MARSHAL UNDERGROUND PERMIT SUBMITTED BY A CERTIFIED CONTRACTOR. THIS UNDERGROUND PERMIT WILL REQUIRE ADDITIONAL DETAILS AND SPECS AT THE TIME OF SUBMITTAL TO THE FIRE MARSHAL'S OFFICE. 6.CONTRACTORS INSTALLING THE UNDERGROUND PIPING IN ACCORDANCE WITH THE ABOVE REFERENCE STANDARDS FOR A FIRE PROTECTION SYSTEM USING WATER AS THE EXTINGUISHING AGENT BEGINNING AT THE POINT AT WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND ENDING NO MORE THAN 1 FOOT ABOVE THE FLOOR SHALL BE REQUIRED TO HAVE A CLASS I, II, OR V FIRE PROTECTION CONTRACTORS LICENSE PURSUANT TO CHAPTER 633, FLORIDA STATUTES. GENERAL CONTRACTORS ARE REMINDED THAT THEY ARE RESPONSIBLE FOR VERIFYING THAT THEIR SUBCONTRACTORS HOLD THE REQUIRED LICENSES. CONTRACTORS FOUND TO BE VIOLATING THIS REQUIREMENT MAY BE REPORTED TO THE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION AND/OR THE STATE FIRE MARSHAL'S REGULATORY LICENSING SECTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FROM THE FIRE MARSHAL'S OFFICE PRIOR TO THE START OF SITE CONSTRUCTION IN ACCORDANCE WITH THE ABOVE REFERENCED STANDARDS. 8.NOTE: MINIMUM WORKING PRESSURE OF THE UNDERGROUND PIPING SHALL BE 150 PSI. NFPA 24 REQUIRES SPECIFIC PVC PIPING TO MEET TABLE C-900 WITH MANUFACTURING LISTING FOR FIRE PROTECTION. 9.ALL FIRE LINES MUST BE INSPECTED BY THE FIRE MARSHAL'S OFFICE PRIOR TO BACKFILL. THE CODE REQUIRES ALL JOINTS EXPOSED FOR INSPECTION WITH FILL IN-BETWEEN JOINTS. ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS. TREE PROTECTION FENCING EXISTING TREE TO BE SAVED EXISTING TREE TO BE REMOVED MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION EXISTING LEGEND PROPOSED LEGEND STORM PIPE SLOPE INDICATOR XX.XX DRAINAGE SWALE / FLOW DIRECTION 6 6 WETLAND LINE PROPERTY / RIGHT OF WAY LINE ROADWAY CENTERLINE XX.XX CURB & GUTTER WETLANDS SPOT ELEVATION PROPERTY / RIGHT OF WAY LINE DRAINAGE EASEMENT LINE UTILITY EASEMENT LINE 2:1 ROADWAY CENTERLINE CURB & GUTTER BUILDING SETBACK LINE s s w w GRAVITY SEWER fm fm WATER MAIN FORCE MAIN SEWER STORM DITCH BOTTOM INLET CURB INLET MITERED END SECTION HEADWALL D STORM MANHOLE XX.XX TC XX.XX EP SPOT ELEVATION 6 6 DRAINAGE DIVIDE MAJOR CONTOUR MINOR CONTOUR FLOW DIRECTION SLOPE SILT FENCE PROPOSED WATER MAIN W/SIZEWW PROPOSED GATE VALVE W/BOX AND COVERWW FIRE HYDRANT ASSEMBLY SINGLE WATER SERVICEW W PROPOSED SANITARY SEWER MAIN FLUSHING VALVE S S S S S PROPOSED SANITARY SEWER MANHOLES S SANITARY SEWER CLEAN OUT SANITARY SEWER SERVICE LATERAL FM C1 PROPOSED SANITARY SEWER FORCE MAIN PROPOSED FIRE PROTECTION MAINFF W W REDUCED PRESSURE BACK FLOW PREVENTER UTILITY CROSSING SAMPLE POINT (SP)W W END OF WATER MAIN PLUGW L1 C1 DOUBLE WATER SERVICE 00+00 LINE NUMBER W 58 XX CURVE NUMBER STATION NUMBER LOT NUMBER NUMBER OF PARKING SPACES %SLOPE CRP-1 CONSTRUCTION REFERENCE POINT SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\02 - GENERAL NOTES SHEET - SJC.DWG_L1, 1/23/2024 10:37 AM, Logan Mudd, MATTHEWS | DCCM, INC.02 15GENERAL NOTES SHEETASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\02 - GENERAL NOTES SHEET - SJC.DWG_L1, 1/23/2024 10:37 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.ABBREVIATIONS ABBREVIATION DESCRIPTIONS A ARC AC ACRE ADA AMERICANS WITH DISABILITIES ACT ALUM ALUMINUM APPROX APPROXIMATE BC BACK OF CURB BE BURIED ELECTRIC BFP BACKFLOW PREVENTER BLDG BUILDING BM BENCHMARK BOA BEGINNING OF ALIGNMENT BOTT BOTTOM BTV BURIED TV CABLE BW BOTTOM OF WALL C&G CURB AND GUTTER CB CHORD BEARING CH CHORD CI CURB INLET CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONT CONTINUATION COORD COORDINATE D DEPTH OR DISTANCE DBL CI DOUBLE CURB INLET DCDA DOUBLE CHECK DETECTOR ASSEMBLY DCO DRAINAGE CLEANOUT DE DRAINAGE EASEMENT DEG DEGREE DHW DESIGN HIGH WATER DIA DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE E EAST OR EASTING EA EACH EL ELEVATION EP EDGE OF PAVEMENT ERCP ELLIPTICAL REINFORCED CONCRETE PIPE ESMT EASEMENT EXIST or EX EXISTING FAC FLORIDA ADMINISTRATIVE CODE FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FM FORCEMAIN FP FIRE PROTECTION MAIN FT FEET FV FLUSHING VALVE G GAS GV GATE VALVE HD HEAD HDPE HIGH DENSITY POLYETHYLENE HDWL HEADWALL HP HIGH POINT HWL HIGH WATER LEVEL ID INNER DIAMETER IN INCHES INV INVERT K VERTICAL CURVE COEFFICIENT L LENGTH LBR LIMEROCK BEARING RATIO LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM MES MITERED END SECTION MH MANHOLE MHW MEAN HIGH WATER MID MIDPOINT MIN MINIMUM MOT MAINTENANCE OF TRAFFIC MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES N NORTH OR NORTHING NE NORTHEAST NG NATURAL GRADE NIC NOT IN CONTRACT NTS NOT TO SCALE NW NORTHWEST NWL NORMAL WATER LEVEL O/S or OS OFFSET OC ON CENTER OD OUTSIDE DIAMETER OE OVERHEAD ELECTRIC PA PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PE PROFESSIONAL ENGINEER PI POINT OF INTERSECTION POB POINT OF BEGINNING PP POLYPROPYLENE PRC POINT OF REVERSE CURVATURE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS R/W RIGHT OF WAY RCP REINFORCED CONCRETE PIPE RED REDUCER REQ REQUIRED RP RADIUS POINT RPZ REDUCED PRESSURE ZONE ASSEMBLY RT RIGHT RW REUSE OR RECLAIM WATER S SOUTH SAN SANITARY SCO SANITARY CLEANOUT SE SOUTHEAST SEP SEPARATION SHLDR SHOULDER SHT SHEET SL SLOPE SP SAMPLE POINT STA STATION STD STANDARD STM STORM SW SOUTHWEST SWMF STORMWATER MANAGEMENT FACILITY SWR SEWER T THICKNESS TAN TANGENT TC TOP OF CONCRETE TOB TOP OF BANK TOS TOE OF SLOPE TRI CI TRIPLE CURB INLET TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VC VERTICAL CURVE VPC VERTICAL POINT OF CURVATURE VPCC VERTICAL POINT OF COMPOUND CURVATURE VPD VEHICLES PER DAY VPRC VERTICAL POINT OF REVERSE CURVATURE VPT VERTICAL POINT OF TANGENCY W WEST WM WATERMAIN WTR WATER Δ DELTA OR CENTRAL ANGLE SURVEY AND LOCATE DATA: 1.ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN IN FEET. ELEVATIONS ARE BASED ON NAVD88 2.LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID SPECS. 3.EXISTING WATER AND SEWER LINES ARE SHOWN AS PER FIELD LOCATES AND SUBDIVISION AS-BUILT PLANS. 4.UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND PENETRATING RADAR (GPR) AND A DIGITAL LOCATOR. CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES HAVE BEEN LOCATED, AND SURVEY HAS BEEN COMPLETED ONLY ON ONE SIDE OF THE ROAD. 5.ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS ETC. OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER MAINS. 6.INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED. 7.THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE LOCATION OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD. 8.BENCHMARK DATA: __________________ PERMIT REQUIREMENTS (NOT ALL INCLUSIVE): 1.CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS. 2.CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS 3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED. 4.THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES AND C.O.J. ARE TO BE NOTIFIED IN ADVANCE OF CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS. 5.ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS, JEA WATER AND SEWER STANDARDS, DETAILS AND MATERIALS MANUAL, REV. 4/01. AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND LOCAL REGULATIONS. 6.IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY SOLVENT NOTED. 7.THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS. 8.TREE PROTECTION SHALL BE IN ACCORDANCE WITH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED. USE SMALLER EQUIPMENT IF NECESSARY. 9.THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER POLLUTION PREVENTION PLAN. 10.CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION. EXISTING UTILITY PROTECTION: 1.IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURRING IN THE DUVAL COUNTY RIGHT-OF-WAY AND EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSED BY HIS WORK THROUGH FIELD VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING EQUIPMENT. 2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT. EXISTING UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH METHODS MAY INCLUDE BUT SHALL NOT BE LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER UTILITY COMPANIES. 3.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. RESTORATION NOTES: 1.THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER LOCATIONS ARE AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING DIVISION. 2.THE CONTRACTOR SHALL RESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION. 3.TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION IN ACCORDANCE WITH CITY OF JACKSONVILLE/FDOT STANDARD SPECIFICATIONS. 4.SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS. SIDEWALKS REMOVED AND REPLACED IN CURB AND GUTTER AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG THE RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET. 5.GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION OPERATION. 6.ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND SPECIFICATIONS LATEST EDITION. 7.UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT REPLACEMENT DETAIL. 8.CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION HAVE OCCURRED. INSTALLATION NOTES: 1.CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2, UNLESS OTHERWISE NOTED ON THE PLANS. 2.CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R.O.W. LINE. 3.CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN IS LESS THAN 5 FEET DEEP, THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE. 4.WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS FOLLOWS: NORTHSIDE~EAST of US-1 MIKE CORBITT @ 665-7991 (mobile 662-0635) NORTHSIDE~WEST of US-1 ANDY YEAGER @ 665-7998 (mobile 662-0622) NORTHSIDE~BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557) SOUTHSIDE~SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile 860-1687) SOUTHSIDE~NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616) SOUTHSIDE~BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616) A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE REQUIRED WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED. 5.ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 6.THE DESIGN FOR THE PROJECT IS BASED UPON THE "OPEN-CUT" METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR METHODS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD. 7.THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE LEFT TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO EXISTING ACTIVE SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY. 8.CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION AS NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON RECORD DRAWINGS (AS-BUILTS). 9.WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P./J.E.A. CERTIFICATION, AND PRIOR TO THE EXISTING MAINS BEING ABANDONED. 10.IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE, THEY SHALL BE CLOSED AND THE VALVE BOX AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT FILLED AND THE COVER REMOVED. 11.CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR. 12.CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER JEA STANDARDS. 13.WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND RELOCATE WATER METERS AS NECESSARY. 14.PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC SURVEY DATA AND LOCATIONS OF ABOVE GROUND AND UNDERGROUND UTILITIES. SHOULD THE CONTRACTOR DISCOVER ANY INACCURACIES, ERRORS OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER IN ORDER THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED. 15.SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET. SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\03 - UTILITY NOTES.DWG_JEA, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.03 15UTILITY NOTESASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\03 - UTILITY NOTES.DWG_JEA, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.1.ALL WATER, RECLAIMED WATER AND SANITARY WASTEWATER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST JEA WATER AND WASTEWATER STANDARDS MANUAL, ALL APPLICABLE LOCAL AND STATE REGULATORY RULES & REGULATIONS AND OTHER APPLICABLE JEA RULES. 2.ALL WATER, RECLAIMED WATER AND WASTEWATER CONSTRUCTION SHALL BE PROVIDED BY A CONTRACTOR QUALIFIED AS REQUIRED UNDER THE CURRENT FLORIDA STATUTE OR BY AN UNDERGROUND UTILITY CONTRACTOR, LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FS. 3.THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING CITY OR COUNTY RIGHT-OF- WAY PERMITS FOR WORK IN THE CITY R/W, COUNTY R/W OR A FDOT PERMIT FOR WORK IN THE FDOT R/W. 4.THE CONTRACTOR SHALL CONTACT JEA DEVELOPMENT TROUGH SEGESGOV - STEP 4 AND SCHEDULE A "PRE-CONSTRUCTION MEETING" 48 HOURS PRIOR TO INITIATING THE JEA WATER AND WASTEWATER UTILITY WORK, INCLUDING ALL UTILITY MAIN TAPS BY THE CONTRACTOR. 5.JEA WATER AND WASTEWATER TAP FEES, JEA WATER AND SEWER CAPACITY FEES AND JEA METER FEES SHALL BE PAID PRIOR TO THE WATER METER INSTALLATION. WATER METERS WILL NOT BE INSTALLED PRIOR TO THE ISSUANCE OF REQUIRED ACCEPTANCE (TRANSFER OF OWNERSHIP) DOCUMENTS WHICH MAY INCLUDE THE ISSUANCE OF A REGULATORY CLEARANCE LETTER (COC) FOR THE WATER AND WASTEWATER IMPROVEMENTS, COMPLETION AND APPROVAL OF FINAL INSPECTION AND APPROVED AS-BUILT DRAWINGS. 6.FINAL CONNECTION TO THE JEA SYSTEM MAY BE CONTINGENT UPON THE CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE (TRANSFER OF OWNERSHIP/MAINTENANCE) OF THE JEA OFF-SITE UTILITIES. 7.THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS FOR THE WATER, RECLAIMED WATER AND WASTEWATER IMPROVEMENTS SHALL CONFORM TO THE LATEST JEA AND FDEP RULES. THE MINIMUM HORIZONTAL SEPARATION REQUIREMENTS BETWEEN THE PROPOSED WATER AND WASTEWATER UTILITIES AND PONDS OR STRUCTURES SHALL CONFORM TO THE LATEST JEA WATER AND WASTEWATER STANDARDS MANUAL. 8.WATER AND WASTEWATER PIPES SHALL BE CONSTRUCTED WITH A MINIMUM 30" COVER IN UNPAVED AREAS AND A MINIMUM OF 36" COVER IN PAVED AREAS. THE MAXIMUM COVER FOR UTILITIES, BOTH OPEN CUT AND UTILIZING HORIZONTAL DIRECTIONAL DRILL METHODS, SHALL COMPLY WITH THE LATEST JEA WATER AND WASTEWATER STANDARDS MANUAL. 9.WATER AND WASTEWATER PRESSURE MAINS AND SERVICES SHALL PASS A JEA PRESSURE AND LEAKAGE TEST AT 150 PSI FOR 2 HOURS. IN ADDITION, WATER MAINS SHALL BE DISINFECTED AND PASS A BACTERIOLOGICAL ANALYSIS. ALL TESTS SHALL CONFORM TO JEA AND FDEP RULES AND REGULATIONS AND AWWA C-651. THE JEA INSPECTOR SHALL BE NOTIFIED 48 HOURS (MIN) PRIOR TO PERFORMING THESE TESTS. NO FINAL CONNECTION(S) TO EXISTING POTABLE WATER MAINS SHALL BE MADE UNTIL THE NEW MAIN IS PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. 10.IN THE AREAS WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK SHALL BE STOPPED AND THE PROPER REGULATORY AUTHORITIES NOTIFIED. A REVISED CONSTRUCTION PLAN SHALL BE APPROVED BY JEA AND FDEP WHICH COMPLIES WITH ALL REGULATORY RULES. THE REVISED CONSTRUCTION PLAN FOR THE JEA WATER MAIN SYSTEM INCLUDING WATER SERVICE LINES MAY INVOLVE GALVANIZED OR DUCTILE IRON PIPE WITH SPECIAL SOLVENT RESISTANT (FLUOROCARBON TYPE) GASKETS WHICH EXTEND 100 FEET BEYOND THE CONTAMINATED AREAS. 11.THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS TO EXISTING JEA WATER AND WASTEWATER CUSTOMERS. IF JEA APPROVES A SERVICE INTERRUPTION, THEN THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE AFFECTED CUSTOMERS IN ACCORDANCE WITH THE LATEST JEA RULES. 12.RESIDENTIAL SERVICES USING RECLAIMED WATER FOR IRRIGATION MUST HAVE A JEA APPROVED BACKFLOW PREVENTER INSTALLED ON EACH POTABLE WATER SERVICE PRIOR TO THE INSTALLATION OF A JEA RECLAIMED WATER METER. THE INSTALLATION OF A BACKFLOW PREVENTER SHALL BE IN ACCORDANCE WITH THE JEA RULES AND REGULATIONS FOR WATER, WASTEWATER, AND RECLAIMED WATER SERVICES, APPENDIX B, CROSS CONNECTION CONTROL POLICY. 13.FOR DEVELOPMENTS UTILIZING RECLAIMED WATER, A JEA APPROVED RECLAIMED WATER SIGNAGE PLAN SHALL BE IMPLEMENTED PRIOR TO THE INSTALLATION OF THE RECLAIMED WATER METERS. JEA STANDARD NOTES: 04 OF 15 This item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ATLANTIC BOULEVARD (A PUBLICLY DEDICATED VARIABLE WIDTH ) X X D01 D01 D01 D01 D02 D02 D02 D02 D03 D04 D04 D05 D05 D05 D05 D05 D05 D06 D07 EC02 EC02 EC02 EC02 EC02 EC03 D08 D08 D01 D01 D09 EC01 EC01 20' 33' 20' 33' PROPOSED 1,245 LF SILT FENCE DEMOLITION & EC DETAILS DEMOLITION & EC NOTES EC01 STABILIZED CONSTRUCTION ENTRANCE EC02 STANDARD SILT FENCE EC03 WATTLE INLET PROTECTION PARCEL BOUNDRY ROAD WAY CENTERLINE PROPOSED PAVEMENT PROPOSED SIDEWALK DRAINAGE EASEMENT WATTLE INLET PROTECTION TURBIDITY PROTECTION SILT FENCE GENERAL NOTES SEE THE ATTACHED STORM WATER PREVENTION PLAN SHEETS FOR MORE DETAILS. DUST CONTROL VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC. SPRINKLING - THE SITE AND DIRECT ACCESS ROADS WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TO CONTROL DUST ONSITE AND ALONG HAUL ROADS. OFFSITE VEHICLE TRACKING & OPERATIONS A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. ALL SILT FENCE MUST BE INSTALLED PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION. SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\05 - EROSION CONTROL PLAN.DWG_05-DEMO & EC PLAN, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.05 15DEMO & EC PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x360 GRAPHIC SCALE 1" = 30' 60'30'45' D01 EXISTING STORAGE BUILDINGS TO BE REMOVED AND REPLACED D02 EXISTING PAVEMENT TO BE REMOVED D03 EXISTING DEAD A/C UNIT TO BE REMOVED AND REPLACED D04 EXISTING CONCRETE TO BE REMOVED D05 EXISTING DRAINAGE STRUCTURES AND PIPING TO BE REMOVED D06 EXISTING CONCRETE UTILITY POLE TO REMAIN D07 EXISTING ACCESS GATES, CORRESPONDING KEY PADS, AND BOLLARDS TO BE REMOVED D08 EXISTING SIGNS TO REMAIN D09 EXISTING BFP TO BE PROTECTED LEGEND S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\05 - EROSION CONTROL PLAN.DWG_05-DEMO & EC PLAN, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N HATCH LEGEND BUILDING TO BE REMOVED PAVEMENT TO BE REMOVED CONCRETE TO BE REMOVED TREE TO BE REMOVED TREE PROTECTION BORE LOCATION NOTE: ANY DAMAGE OR REMOVED SIGNS DUE TO CONSTRUCTION, SHALL BE REPLACED OR REINSTALLED PER CURRENT FDOT DESIGN STANDARDS INDEX NO. 700-010 AND 700-101. X X XXXXXXXXXX www ATLANTIC BOULEVARD (A PUBLICLY DEDICATED VARIABLE WIDTH ) X X BM1 10' BUILDING SETBACK 10' BUILDING SETBACK 10' BUILDING SETBACK 20' BUILDING SETBACK 6 S01 18' 37' 18'9' 12' 5' R10' R25' 27' 30' 351' 3-STORY STORAGE BUILDING 27,270 SF (FOOTPRINT) 81,810 SF (TOTAL) 80' SD05 SD04 SD21 5' PROPOSED BULKHEAD SWMF 1 8,813 SF SD11 SD09 SD26 SD26 SD26 SD26 SD18 SD07 5' 2 R25'R25' 16'17' 47' R5' 5' 5'5' SD07 SD01 SD01 SD01 SD01 SD01 S02 S03 SD25SD25 CRP-1 CRP-2 CRP-9 CRP-8 CRP-7 CRP-6 CRP-5 CRP-4 CRP-3 CONSTRUCTION REFERENCE POINTS POINT #NORTHING EASTING CRP-1 2,178,200.74 525,097.85 CRP-2 2,178,299.94 525,114.57 CRP-3 2,178,648.37 525,072.18 CRP-4 2,178,638.70 524,993.01 CRP-5 2,178,290.31 525,035.40 CRP-6 2,178,293.50 525,061.69 CRP-7 2,178,323.28 525,058.05 CRP-8 2,178,326.54 525,084.86 CRP-9 2,178,296.76 525,088.48 OF HATCH LEGEND PROPOSED PAVEMENT PROPOSED CONCRETE PARKING CALCULATIONS PERSONAL PROPERTY MINI-WAREHOUSE FACILITY =1 SPACE PER 100 UNITS BUILDING AREA =500 UNITS 8 SPACES TOTAL REQUIRED =8 SPACES TOTAL PROVIDED =8 SPACES ADA REQUIRED =1 SPACE ADA PROVIDED =1 SPACE BENCHMARKS BM1 SET MAG NAIL & DISK, LB3672 IN EDGE OF PAVEMENT ELEVATION = 9.32' (NAVD 1988 DATUM). SITE DETAILS SITE NOTES SD01 STANDARD SIDEWALK SD04 PARKING PAINT STRIPING SD05 HEAVY DUTY PAVEMENT SECTION SD07 WHEELCHAIR RAMP IN SIDEWALK SD09 STOP SIGN SD11 ACCESSIBLE PARKING SIGN SD18 STOP BAR SD21 MONOLITHIC SIDEWALK SD25 CONNECTION TO EXISTING PAVEMENT SD26 DETECTIBLE WARNING DETAIL S01 18'X37' LOADING AREA S02 PERIMETER FENCE SURROUNDING STORMWATER POND S03 PEDESTRIAN CROSSWALK 1.ALL DIMENSIONS ARE LISTED TO THE EDGE OF PAVEMENT AND/OR FACE OF CURB. 2.ALL RADII ARE 5' UNLESS OTHERWISE NOTED. GENERAL NOTES SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\09 - SITE PLAN.DWG_09-SITE PLAN, 1/23/2024 10:39 AM, Logan Mudd, MATTHEWS | DCCM, INC.06 15SITE PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x361.LOCATION AND SCREENING OF MECHANICAL EQUIPMENT SHALL ADHERE TO SECTION 6.06.04.B.9 OF THE LDC. 2.DUMPSTERS AND SOLID WASTE SCREENING SHALL ADHERE TO SECTION 6.06.04.B.8 OF THE LDC. 3.OUTDOOR STORAGE SCREENING SHALL ADHERE TO SECTION 6.06.04.B.7 OF THE LDC. SJC PLANNING NOTES 0 GRAPHIC SCALE 1" = 30' 60'30'45'S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\09 - SITE PLAN.DWG_09-SITE PLAN, 1/23/2024 10:39 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N SITE DATA TABLE TOTAL SITE 1.29 AC 56,043 SF EXISTING BUILDING 31,360 SF EXISTING PAVEMENT / SIDEWALK AREA 23,618 SF PROPOSED BUILDING 27,270 SF PROPOSED PAVEMENT / SIDEWALK AREA 10,053 TOTAL IMPERVIOUS 37,323 SF TOTAL PERVIOUS 18,720 SF TOTAL IMPERVIOUS %67% TOTAL PERVIOUS %33% % BUILDING COVERAGE 49% TOTAL FLOOR AREA 81,810 SF FLOOR AREA RATIO (FAR)146.0% PARCEL NUMBER(S)177496 0000 911 ADDRESS 1073 ATLANTIC BLVD, ATLANTIC BEACH, FL 32233 FEMA PANEL NUMBER 12031C0408J FLOOD ZONE ZONE X SETBACKS (FRONT/SIDES/BACK)20'/10'/10' X X XXXXXXXXXX www ATLANTIC BOULEVARD (A PUBLICLY DEDICATED VARIABLE WIDTH ) X X 0 5 -1 1234 6 7 8 9 ST-1 DI (TYPE C) GRATE: 8.89 GD2 INV OUT: 5.35 (NE) 15" PP 62 LF @ 0.56% G01 SWMF 1 100yr DHW = 7.34 25yr DHW = 7.21 TOB = 9.90 (0.2 Ac) NWL = 5.00 (0.09 Ac) POND BOTTOM = -1.00 (0.03 Ac) ST-4 15" MESGD1 INV: 2.00 GD12 GD12 9 18" PP 37 LF @ 4.05% ST-8 15" YI RIM: 10.30 GD9 INV IN: 3.50 (S) INV IN: 3.50 (W) INV OUT: 3.50 (NW) ST-2 15" YI RIM: 9.77 GD9 INV IN: 5.00 (SW) INV IN: 5.00 (W) INV OUT: 5.00 (N) ST-6 15" YI RIM: 9.70 GD9 INV IN: 4.30 (S) INV IN: 4.30 (W) INV OUT: 4.30 (N) ST-9 15" MESGD1 INV: 2.00 3-STORY STORAGE BUILDING FFE = 10.00 CS-1 DI (TYPE E) GRATE: 9.57 GD30 INV OUT: 4.75 (N) INV OUT: 4.75 (SE) 24" PP 90 LF @ 0.28% 18" PP 35 LF @ 3.53% BC: 10.10 EP: 9.60 EP: 9.50 BC: 10.05 EP: 9.55 BC: 9.95 EP: 9.45 BC: 9.90 EP: 9.40 BC: 9.65 EP: 9.15 BC: 9.84 EP: 9.34 BC: 9.82 EP: 9.32 BC: 9.71 EP: 9.21 BC: 9.85 EP: 9.35 BC: 9.80 EP: 9.30 EP: 9.33 EP: 9.09 BC: 9.78 EP: 9.28 BC: 9.81 EP: 9.31 BC: 9.83 EP: 9.33 BC: 10.08 EP: 9.58 BC: 9.87 EP: 9.37 BC: 9.90 EP: 9.40 TC: 8.99± TC: 8.85± TC: 9.14± TC: 9.16± EP: 8.77±EP: 8.54± EP: 8.68± EP: 8.88± TC: 9.20 TC: 9.75 BC: 9.83 EP: 9.33 FG: 9.99 FG: 10.00 FG: 10.00 FG: 10.00 TC: 9.90 TC: 9.90 TC: 9.26 TC: 9.10 TC: 9.11 TC: 8.95 TC: 8.88 TC: 8.72 TC: 8.87 TC: 9.03 EP: 9.96 EP: 9.42EP: 9.42 TC: 9.91 CL: 9.08 CL: 9.03 CL: 8.91 NG: 9.6 NG: 10.3 EP: 9.43 EP: 9.45 BC: 9.91 EP: 9.41 BC: 9.97 EP: 9.47 CL: 8.53±CL: 8.70± TC: 9.90 TC: 9.90 TC: 9.90 NG: 9.70 FG: 10.00 NG: 9.71 NG: 10.1 TC: 9.77 TC: 9.97 NG: 10.28 NG: 10.14 NG: 9.8 NG: 9.8 NG: 9.7 NG: 9.8 EP: 9.15 EP: 9.97 CL: 9.08 CL: 9.030.37%1.31% 0.92% 0 . 2 5%0.50%0.84%1.92%2 . 0 5% 1.43% 15" PP 40 LF @ 0.25% GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) GD14(TYP) ST-10 DRD RIM: 9.88 GD14 INV IN: 3.25 (S) INV IN: 3.25 (E) INV OUT: 3.25 (NE) ST-14 DRD RIM: 9.88 GD14 INV IN: 4.65 (S) INV IN: 4.65 (E) INV OUT: 4.65 (N) G02 G02 G02 G02 ST-12 DRD RIM: 9.88 GD14 INV IN: 3.95 (S) INV IN: 3.95 (E) INV OUT: 3.95 (N) 15" PP 189 LF @ 0.37% 15" PP 189 LF @ 0.37% 15" PP 159 LF @ 0.44% 18" PP 159 LF @ 0.50% GRADING DETAILS GRADING NOTES GD1 MITERED END SECTION GD2 PRECAST TYPE "C" INLET GD9 PLASTIC YARD DRAIN GD12 WET DETENTION BASIN CROSS SECTION GD14 DOWNSPOUT COLLECTOR GD30 OUTFALL CONTROL STRUCTURE G01 CORE NEW INVERT IN BACK OF EXISTING CURB INLET AT INVERT 4.50' G02 ROOF DRAINS TO CONNECT TO STORM MAIN USING ADS INSERTA TEE SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\11 - GRADING AND DRAINAGE PLAN.DWG_11-GRADING AND DRAINAGE PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.07 15GRADING AND DRAINAGE PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x360 GRAPHIC SCALE 1" = 30' 60'30'45'S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\11 - GRADING AND DRAINAGE PLAN.DWG_11-GRADING AND DRAINAGE PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N LEGEND BC BACK OF CURB EP EDGE OF PAVEMENT FG FINISHED GRADE FL FLOW LINE HP HIGH POINT TC TOP OF CONCRETE FFFW X X XXXXXXXXXX www sssssssss s s S S WWWATLANTIC BOULEVARD (A PUBLICLY DEDICATED VARIABLE WIDTH ) X X 3-STORY STORAGE BUILDING FFE = 10.00 1+000+00 1+00 U01 U01 PROPOSED 106 LF 6" PVC DR18 FIRE MAIN PROPOSED 102 LF 2" HDPE DR9 WATER MAIN INV OUT: 5.25 EXISTING SANITARY MANHOLE RIM: 9.97 INV IN: 3.35 BUILDING FDC PROPOSED SWMF-1 U09 UD04 PROPOSED 70 LF 6" PVC SDR35 SANITARY PIPE @ 3.0%FFFFFFW wwwwwwwwwwWWWWWW ATLANTIC BOULEVARD (A PUBLICLY DEDICATED VARIABLE WIDTH ) 1+001+00 STA: 0+81 O/S: 1.992 U03 6"X6"X6" STA: 0+82 O/S: -28.371 U06 6" STA: 0+87 O/S: -25.914 U062" STA: 0+82 O/S: -9.656 W-18 6" STA: 0+82 O/S: -14.336 UD01 6" U08 STA: 0+87 O/S: -14.450 UD022" STA: 0+87 O/S: -3.977 U042" STA: 0+81 O/S: 5.989 UD03 6"X6"X6" STA: 0+87 O/S: -10.502 W-22" STA: 0+87 O/S: -7.434 W-182" STA: 0+81 O/S: -4.014 U03 6"X2"X6" STA: 0+86 O/S: 2.023 W-186" PROPOSED 115 SF UTILITY EASEMENT STA: 0+90 O/S: 2.054 W-136" UTILITY DETAILS UTILITY NOTES UD01 DOUBLE CHECK DETECTOR ASSEMBLY WITH FIRE DEPARTMENT CONNECTION - TO BE FREE PROTECTED AND ELECTRONICALLY MONITORED UD02 REDUCED PRESSURE BACKFLOW PREVENTER - TO BE FREEZE PROTECTED UD03 TAPPING SLEEVE AND VALVE UD04 SANITARY CLEANOUT W-2 WATER SERVICE DETAIL W-13 FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE W-18 WATER VALVE INSTALLATION DETAIL U01 PROPOSED BUILDING CONNECTION LOCATION. SEE ARCHITECTURAL PLANS FOR FINAL LOCATION. U02 TIE EXISTING SANITARY LINE INTO PROPOSED BUILDING U03 M.J. TEE - SEE CALLOUT FOR SIZE U04 M.J. 90° BEND - SEE CALLOUT FOR SIZE U06 M.J. 11.25° - SEE CALLOUT FOR SIZE U08 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 6" WATER MAIN RUNNING ALONG ATLANTIC BLVD U09 TIE INTO EXISTING SANITARY SEWER LINE - CONTRACTOR TO FIELD VERIFY AND REMOVE REMAINING LENGTH OF RUN SOUTH OF CONNECTION POINT SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\14 - UTILITY PLAN.DWG_14-UTILITY PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.08 15UTILITY PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36FIRE MARSHAL NOTES 0 GRAPHIC SCALE 1" = 30' 60'30'45'S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\14 - UTILITY PLAN.DWG_14-UTILITY PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N 1.HYDRANTS CONNECTED TO A CENTRAL UTILITY AND OWNED & MAINTAINED BY THAT UTILITY COMPANY SHALL BE COLORED CHROMIUM YELLOW WITH WHITE REFLECTIVE CAPS. 2.HYDRANTS ON THE SUPPLY SIDE OF A BACKFLOW PREVENTOR AND OWNED & MAINTAINED BY THE DEVELOPMENT ARE DEEMED PRIVATE AND SHALL BE COLORED RED WITH WHITE REFLECTIVE CAPS. 3.HYDRANTS ON REUSE OR NON-POTABLE SYSTEMS SHALL BE COLORED MONDONE PURPLE WITH WHITE REFLECTIVE CAPS. 4.FIRE HYDRANTS SHALL BE LOCATED WITHIN 3 FEET TO 10 FEET OF THE CURB. (LDC 6.03.03) 5.FIRE HYDRANTS SHALL BE LOCATED NO MORE THAN 12 FT FROM THE FIRE DEPT ACCESS ROADS WITH NO CURBS. (NFPA 1, 18.5.1.6) 6.HYDRANTS SHALL BE INSTALLED ON FLAT STONES, CONCRETE SLABS OR OTHER APPROVED MATERIALS. 7.HYDRANTS SHALL BE INSTALLED SO LARGE DIAMETER (4.5 INCH) OUTLET IS FACING THE ROADWAY. 8.HYDRANTS SHALL BE INSTALLED SO CENTER OR LOWEST OUTLET IS MINIMUM OF 18 INCHES ABOVE FINAL GRADE. 9.HYDRANTS SHALL OPEN COUNTER CLOCKWISE. 10.BLUE ROAD REFLECTORS SHALL BE INSTALLED IN THE CENTER OF THE ROAD IN FRONT OF THE HYDRANT. (LDC 6.03.03) 11.THE FDC SHALL BE 5" STORZ CONNECTION WITH 30 DEGREE DOWNWARD DEFLECTION. 12.ALL BFPS WILL BE FREEZE PROTECTED. BFPS SERVING FIRE SPRINKLER SYSTEM REQUIRED TO BE ELECTRONICALLY MONITORED. 13.PLEASE SEE SHEET 2, FOR GENERAL FIRE PROTECTION NOTES. NOTE: THIS CIVIL UTILITY PLAN IS PROVIDED FOR DRC (CIVIL) REVIEW ONLY. APPROVAL OF THESE PLANS DO NOT INCLUDE APPROVAL FOR PRIVATE UNDERGROUND WATER MAIN, HYDRANTS, AND FIRE SPRINKLER MAINS. CIVIL DRAWINGS ILLUSTRATE LAYOUT ONLY AND DO NOT SHOW FULL COMPLIANCE WITH THE RESPECTIVE FIRE CODES. FOR FIRE MARSHAL UNDERGROUND PERMIT, DETAILED SHOP DRAWINGS MUST BE PREPARED AND SUBMITTED BY THE INSTALLING UNDERGROUND FIRE CONTRACTOR I, II OR V SHOWING COMPLETE COMPLIANCE WITH, BUT NOT LIMITED TO, NFPA 24, (STANDARD FOR INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES.) POINT OF CONNECTION FOR UTILITY CONNECTIONS 1" = 10' PIPE O.D. 12" (TYP.) PIPE BEDDING (SEE NOTE 1) TRENCH BACKFILL (SEE NOTE 1) TRENCH WIDTH VARIES W/SIZE OF PIPE 12" LIFTS MAXIMUM NOTES: 1.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180 2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180 3.PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4.15" MAXIMUM FOR PIPE DIAMETER LESS THAN 24", AND 24" MAXIMUM FOR PIPE DIAMETER 24" OR LARGER. 5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES.SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATION SEE NOTE 4 UNDISTURBED EARTH (SEE NOTE 3) COMMON FILL CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) FINISH GRADE SELECT COMMON FILL GD04TYPE "B" BEDDING AND TRENCH N.T.S. 8" 15" TO 18" 12" MIN. 3' OR MORE 2 1/2" MIN. DIA. WOOD- STEEL 1.33 LBS/FT. MIN 6' MAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.)SILT FLOW OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 20° TOWARD FLOW FILTER FABRIC 1" X 2" POST SILT FLOW 20° EC02STANDARD SILT FENCE N.T.S.PUBLIC R OAD FDOT #1 COARSE AGGREGATE OR EQUIVALENT 6" MIN. 50' M I N I M U M 20' MIN. OR AS SHO WN ON THE PLAN EC01STABILIZED CONSTRUCTION ENTRANCE N.T.S. 20" 25" 12" 5" 5" 10"18"R 5"R 18 " 13"R EXTRA WIDTH SPACE 12' MIN.STD. SPACE 5' MIN. 6"6" TYP. 2" 6"6" TYP. 2" 4" 3 EACH 6" WHITE @ 60° EQUALLY SPACED PAVEMENT SYMBOL SEE DETAIL BELOW NOTE: PAVEMENT SYMBOL SHALL BE PAINTED WITH WHITE TRAFFIC PAINT WITHIN OUTLINE SHOWN C OF PARKING SPACE SD04PARKING PAINT STRIPING N.T.S.WHITEWHITEBLUEBLUEWHITEL STEEL REINFORCEMENT 2,500 PSI CONCRETE MIN (TYP.) 1/2" BEAM HOLE WITH 1/2" GALVANIZED ANCHOR ROD-18" LONG ℄ OF PAINTED STRIPE ℄ OF PAINTED STRIPE 2" 2" SD08PRECAST CONCRETE WHEELSTOP N.T.S. 8" 1'-6"6" 2'- 0 " 8'-0" F O R DI S A B L E D 6'-0" F O R S T A N D A R D NOTE: WHEEL STOP SHOULD BE PAINTED CONTRASTING COLOR TO SURROUNDING PAVEMENT. 2'-0" 1'-6" 2'-0" 1'-6" 1'-6" 7'-0" (Min.) 5'-0" (Min.) 1" (MAX.) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW (12" X 6") "U"-CHANNEL POST (3-lbs./ft.) SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE 3" PARKING BY DISABLED PERMIT ONLY SD11ACCESSIBLE PARKING SIGN N.T.S. $250.00 FINE FTP - 25 OPTIONAL PIPE BOLLARD - 8" SCH. 40 PIPE FILLED WITH CONCRETE NOTE: THE OPTIONAL PIPE BOLLARD MAY BE USED IN LIEU OF PLACING A WHEEL STOP AT THE FRONT OF THE ADA PARKING SPACE. 1. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL & TRAVERSE DIRECTION IN SIDEWALK. 2. SIDEWALK IS TO BE CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI. 3. MAX 2% CROSS SLOPE PER ADA. ASPHALT PARKING LOT 4" SAND CUSHION 4" THICK CONC. LANDSCAPED AREA 6' MIN. WIDTH AS SHOWN IN PLANS 6"12" SD21MONOLITHIC SIDEWALK N.T.S. NOTES: 1/2"R 6" MIN. EC03WATTLE INLET PROTECTION N.T.S. SOIL SURFACE WOOD STAKE TO ONLY PENETRATE NETTING, NOT WATTLE MATERIAL WOOD STAKESTRAW WATTLE WOOD STAKE TO ONLY PENETRADE NETTING, NOT WATTLE MATERIAL WOOD STAKE STRAW WATTLES STORM SEWER CURB INLET ANCHOR THROUGH NETTING STRAW WATTLE ANCHOR THROUGH NETTING FLOW STRAW WATTLE DROP INLET PROTECTION STORM SEWER DROP INLET PLAN VIEWWOOD STAKE SEE DETAIL 3/15 STORM SEWER DROP INLET STRAW WATTLE STRAW WATTLE STAKE DETAIL STAKE DETAIL STRAW WATTLE CURB INLET PROTETCION NOTE: 1 18" X 1 18" X 30" WOODEN STAKES ARE RECOMMENDED FOR 6", 9", AND 12" WATTLES. 1 18" X 1 18" X 48" WODDEN STAKES ARE RECOMMENDED FOR 20" WATTLES. SURFA C E F L O W D I R E C TI O N ( T Y P I C A L ) SUR F A C E F L O W DI R E C TI O N ( T Y PI C A L) SURF A C E F L O W DI R E C TI O N ( T Y PI C A L) FLOW 5'6' MIN.5'5'5'5' 6' MIN. 5'6' MIN. LANDING AREA 2' 1.THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 8% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 3.CONSTRUCT PER A.D.A. STANDARDS. 4. DETECTABLE WARNING SURFACE SHALL BE "SAFETY YELLOW" COMPOSITE MATERIAL ANCHORED IN THE RAMP. WARNING SURFACE SHALL BE SET INTO THE CONCRETE AND BE FLUSH WITH CONCRETE SURFACE ALONG ALL FOUR SIDES. 5. DETECTABLE WARNING SURFACE TO BE CAST IN PLACE COMPOSITE TACTILE BY ADA SOLUTIONS, INC. OR CAST IN PLACE DETECTABLE WARNING PANEL BY ARMORCAST. 6. DETECTABLE WARNING AREA SHALL CONFORM TO FDOT STANDARD INDEX 522-002 AND 28 CFR PART 36 APPENDIX A, LATEST REVISION. LANDING AREA SIDEWALK RAMP 24" WIDE DETECTABLE WARNING REQUIRED LANDING AREA SIDEWALK SIDEWALK SD07WHEELCHAIR RAMP IN SIDEWALK N.T.S. NOTES: PLAN - RAMP IN SIDEWALK 2% MAX CROSS SECTION 1:12 MAX RAMP LANDING AREA 1:12 MAX 1:12 MAX SIDEWALK 1:12 MAX RAMPLANDING AREA 6' MIN.5' 6" CURB 6" CURB SEE PLAN * "STOP BAR" TO BE 10' BACK FROM EDGE LINE OR 4' BACK FROM ANY SIDEWALK, SEE CONSTRUCTION PLANS FOR EXACT LOCATION OF STOP BAR. EDGE OF PAVEMENT STOP BAR ROAD CENTERLINE WHITE THERMOPLASTIC MATERIAL * DIM.24" SD18STOP BAR N.T.S. 1.ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES FROM THE BACK OF CURB. 2.SEE FDOT STANDARD INDEX 522-002, LATEST EDITION FOR MORE DETAILS. 3.DETECTABLE WARNING SURFACE SHALL BE "SAFETY YELLOW" COMPOSITE MATERIAL ANCHORED IN THE RAMP. WARNING SURFACE SHALL BE SET INTO THE CONCRETE AND BE FLUSH WITH CONCRETE SURFACE ALONG ALL FOUR SIDES. 4.DETECTABLE WARNING SURFACE TO BE CAST IN PLACE COMPOSITE TACTILE BY ADA SOLUTIONS, INC. OR CAST IN PLACE DETECTABLE WARNING PANEL BY ARMORCAST. THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. EDGE OF DETECTABLE WARNING EDGE OF DETECTABLE WARNING TRUNCATED DOME INTEGRAL DOME 0.9" MIN. 1.4" MAX. 0.2"±0.002" 1.6" MIN. 2.4" MAX. 1.6" MIN. 2.4" MAX. SD26DETECTABLE WARNING DETAIL N.T.S. BASE-TO BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. TRUNCATED DOME PLAN VIEW NOTES: ± 2" ± 2" SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_SITE DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS DESIGN GROUP, INC.09 15CONSTRUCTION DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_SITE DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. POND X (1) T.O.B.9.90 (2) D.H.W 7.08 (3) WEIR 6.50 (4) N.W.L 5.00 (5) BOTTOM -1.00 5' 3:1 MAX 5' SOD SOD EXISTING GRADE 2' 3:1 MAX TOP OF BANK (TOB) = (1)DESIGN HIGH WATER (DHW) 10YR/24HR = (2) DISCHARGE ELEV (WEIR) = (3) NORMAL WATER LEVEL (NWL) = (4) GRADE BREAK BOTTOM ELEV = (5) 3: 1 2:12:13:1 GD12WET DETENTION BASIN CROSS SECTION N.T.S. 4' CHAIN LINK FENCE 4' CHAIN LINK FENCE (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 30" 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NOTES: 1. 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2.12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3.DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4.DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5.ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6.12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7.8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC GD09PLASTIC YARD DRAIN N.T.S. PIPE O.D. NOTES: 1.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3.PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4.15" MAXIMUM FOR PIPE DIAMETER LESS THAN 24". AND 24" MAXIMUM FOR PIPE DIAMETER 24" AND LARGER. 5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7.BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER 8.DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY / CITY INSPECTOR SHALL DETERMINE, IN THE FIELD, THE REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION 9.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATION. FINISHED GRADE CROWN TRENCH IN UNIMPROVED AREAS (3" MIN.) COMMON FILL UNDISTURBED EARTH (SEE NOTE 3) BEDDING ROCK 12" (TYP.) PIPE BEDDING (SEE NOTE 1) TRENCH BACKFILL (SEE NOTE 1) 12" LIFTS MAXIMUM SEE NOTE 4 TRENCH WIDTH VARIES W/SIZE OF PIPE SELECT COMMON FILL GD05TYPE "A" BEDDING AND TRENCH N.T.S. 1 1/2" ASPHALT FDOT SP-9.5 6" LIMEROCK TO LBR 100 COMPACTED TO 98% OF ASTM D-1557 12" STABILIZED SUB-BASE TO LBR 40 COMPACTED TO 98% OF ASTM D-1557. ALSO STABILIZE AND COMPACT UNDER CURBS. SD05TYPICAL PAVEMENT SECTION N.T.S. GEOTECHNICAL: ADDRESS LINE: CITY, STATE ZIP: CONTACT: PHONE: EXIST ROADWAY PROP ROADWAY SAW-CUT TO A NEAT STRAIGHT LINE (PARALLEL OR PERPENDICULAR TO RUN OF ROAD) AT EDGE OF OUTSIDE TRAVEL LANE EXIST PAVEMENT SD25 CONNECTION TO EXISTING PAVEMENT N.T.S. 1' 6" 6" KEY IN BASE OVER EXISTING AS SHOWN ASPHALT 1 1/2" FRICTION COURSE AND 2" 12.5 STRUCTURAL COURSE BASE COURSE 10" LIMEROCK - LBR 100 @ 98% MAXIMUM DENSITY PER AASHTO T-180, PRIMED ENTIRE WIDTH. SUBGRADE 12" STABILIZED SUBGRADE - LBR 40 @ 98% MAXIMUM DENSITY PER AASHTO T-180. 6" 1'-6" 1'-6" 7'-0" (Min.) THIS SIGN TYPICAL AT ALL LOCATIONS SPECIFIED ON SITE PLAN "U"-CHANNEL POST (3-lbs./ft.) SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE 3" SD09STOP SIGN N.T.S. ALUMINUM SIGN TO BE FASTENED WITH 3/8" DRIVE RIVETS 30" 4" MIN VARIES (SEE PLAN) NOTES: 1.DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL & TRAVERSE DIRECTION IN SIDEWALK. 2.SIDEWALK IS TO BE CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI. 3.MAX 2% CROSS SLOPE PER ADA * SIDEWALK SHALL BE 6" THICK AT DRIVEWAY. 1/2" R 1/2" R SD01CONCRETE SIDEWALK DETAIL N.T.S. * SLOPE TOWARDS ROAD (TYP) 2'' 5'-6'' 4'-0'' . 6" CONCRETE WEIR NOTES: 1. PRECAST IN ACCORDANCE WITH LATEST INDUSTRY STANDARDS 2. GROUT OR "RAM-NEK" JOINTS AS REQUIRED. 3. CONCRETE DESIGN STRENGTH: 4,000 PSI 4. PIPE MUST NOT BE IN CONSTRUCTION JOINT. 5. TYPE II CEMENT TO BE USED. PIPES SHALL BE FLUSH WITH INSIDE WALL. 7. SEE FDOT INDEX 201 FO REINFORCEMENT BAR SCHEDULE. GRATE - APPROXIMATE WEIGHT - 465 LBS. 4'-4" 2 1/2" 2"1'-5"1'-5" 2''2'' 3'-4" 4'-4" 2 1/8" 1 3/4" 3/4" 2" 3'-4" 2 1/2" 1 1/2"2" 1 1/2" 2"x 2'x 1/4" STEEL GRATE SEATS GRATE EL. (PER PLAN) MINIMUM BEARING CAPACITY: 2,000 P.S.F 1.10" ORIFICE PIPE INV EL = 5.00' GD30 OUTFALL CONTROL STRUCTURE N.T.S. SECTION AA PLAN 3" WEIR EL = 6.50'24" PP18" PP12'STORM INSTORM OUT3'-0" TOP STRUCTURE EL = 9.57 INVERT. ELEV. 4.75'INVERT. ELEV. 4.75' 18" PP FROM SWMF 24" PP TO OUTFALL SLOT IN CONC. WALL INVERT ELEV. 5.00' WEIR INVERT ELEV. 6.50' SLOT/ORIFICE PLATE 2.00' WIDE X 1/4" THICK ALUMINUM PLATE ATTACHED W/ (1/2" S.S. EXP. ANCHORS - @ 6" O.C.) (SEAL PLATE EDGES AGAINST WALL W/ RAM NEK) 8"BOTTOM EL. 4.00' MINIMUM BEARINGS CAPACITY 2000 P.S.F. 2.0 2.0 INSIDE TOP ELEV. PRECAST WITH TOP SLAB 6" CI INSPECTION GRATES 5'-6"6" SIDE VIEW ORIFICE/SLOT INVERT IN PLATE 3.6" A A AA ROOF DRAINS IN SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_GRADING DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS DESIGN GROUP, INC.10 15CONSTRUCTION DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_GRADING DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. UD01 DOUBLE CHECK DETECTOR ASSEMBLY WITH FIRE DEPARTMENT CONNECTION N.T.S. MEGA-LUGMEGA-LUG M.J. 90° BEND M.J. 90° BEND C-900 DR-18 PVCC-900 DR-18 PVCFROM SUPPLY TO SYSTEM MEGA-LUG GRADE CL-35 DUCTILE IRONCL-35 DUCTILE IRONFLANGED 90° BEND UNIFLANGE FOR D.I.P. 5" STORZ FDC (OR APPROVED EQUAL) W/ BREAK-AWAY CAPS 4" X 0-6 GALV. SCH-40 F-T FDC FACING STREET FLANGED TEE UNIFLANGE FOR D.I.P. 4" WAFER CHECK VALVE 3/4" ELEC. CONDUIT FOR TAMPER SWITCH WIRING INSTALL IN SAME TRENCH COORDINATE WITH ELECTRICAL 30" MIN. BURY 36" BELOW PAVEMENT18" MIN30" MAX36" MIN. 6" THICK, 3,000 PSI REINFORCED CONCRETE PAD CENTERED ON BACKFLOWPRIVATE PROPERTYRIGHT OF WAYNOTES: 1.LOCATE WIRE IS REQUIRED ON ALL 2" AND LARGER WATER SERVICES. SEE LOCAL MUNICIPALITY'S LOCATE WIRE DETAILS FOR MORE INFORMATION. 2.REDUCED PRESSURE DETECTOR ASSEMBLY REQUIRED FOR CHEMICAL FIRE PROTECTION SYSTEMS OR IF CONNECTED TO AN AUXILIARY WATER SOURCE. 3.SEE LOCAL MUNICIPALITY'S STANDARD DETAILS FOR ACCEPTABLE DOUBLE CHECK DETECTOR ASSEMBLIES OR THEIR LIST OF APPROVED DOUBLE CHECK DETECTOR ASSEMBLIES. 12" MIN.12' DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY WITH OUTSIDE SCREW & YOLK VALVES AND TAMPER SWITCHES 24" x 24" x 4" CONC. COLLAR W/1-# 3, HOOP, PROVIDE EMBEDDED BRASS I.D. PLATE INDICATING SERVICE, TYPE OF VALVE, OPENING DIRECTION AND NO. OF TURNS TO OPEN 1"EXIST. GRADE SCREW-TYPE VALVE BOX SEE NOTE 3 #57 STONE 36" (APPROX.) EXIST. WATER MAIN TAPPING SLEEVE TAPPING VALVE W/BOX UD03TAPPING SLEEVE AND VALVE N.T.S. DIA. PER PLAN 7/8" 8 3/4" 7/8" 12" 13 1/2" 3 1/4" 9 5/8" 1 3/4" 6" WYE 6"x45°8" PIPE TO BE SAME MATERIAL AS SEWER MAIN AND MINIMUM OF 6" DIA. C.O. PLUG BELOW GRADE SURFACE FRAME & COVER BROOKS PRODUCTS, INC. MOD. NO. 1-RT SERIES AT GRADE C.I. FRAME AND RING C.I. COVER MARKED "SEWER" BODY AND FRAME PLUG UD04SANITARY CLEANOUT N.T.S. ALL PIPE FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 STAINLESS STEEL, GALVANIZED STEEL OR BRASS. 6" 1'1' BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY GATE VALVE THREADED NIPPLE (TYP) TEST COCK (TYP) 12" MIN. FROM MAIN FINISHED GRADE 90° ELBOW (4 REQUIRED) UNION (2 REQUIRED) GATE VALVE TO SERVICE UD02 REDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. MIN. 2,500 PSI CONCRETE NOTE: BY BUILDING CONTRACTOR BY SITE CONTRACTOR 6" BUILDING DOWNSPOUT - SEE ARCH. PLANS FOR SIZE (SCH 40 PVC) PIPE WITH BELL FITTING RE: SCHEDULE FOR SIZE SCH 40 PVC ADAPTER/REDUCER OR AS NECESSARY TO MAKE CONNECTION WATER TIGHT CONNECTION SEE GRADING PLAN FOR SIZE OF COLLECTORSEE NOTE #2 1% MIN. SLOPE NATURAL GRADE NOTES: 1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO(2) FEET, FLEXIBLE PIPE MAY BE USED. 2.A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANT TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANOTHER PIPE TYPE. 3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. 4.INSTALL PIPES CLEAR OF PORCHES BOLLARDS, AND OTHER BUILDING APPURTENANCES. 2' MAXIMUM SEE NOTE #1 WIRE MESH SCREEN FOR RODENT PROTECTION SECURE SCREEN WITH STAINLESS STEEL HOSE CLAMP 1'-4" MIN. 1" GD14DOWNSPOUT COLLECTOR N.T.S. 1'1'1.5'D2'MD A B C E F G M N X CONC. (CY) SOD (SY) 8"2.5'0.72'3.22'0.7'4.0'0.58'3.75'1.04'-.52 7 15"2.5'3.09'5.59'3.0'7.0'1.23'4.33'1.04'-.64 8 18"2.5'4.12'6.62'4.0'8.0'1.41'4.58'1.04'-.69 9 24"2.5'6.18'8.68'6.0'10.0'1.73'5.08'1.04'-.83 10 30"2.5'8.25'10.75'8.0'12.0'2.00'5.58'1.04'-.96 11 36"2.5'10.31'12.81'10.0'14.0'2.24'6.08'1.04'-1.08 12 2' 1'6''5.5''2' SODGBN6''. E 6'' ..... . 2' SOD 2'DA C1.5'TOP VIEW - SINGLE PIPE SECTION F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED SECTION) CONNECTOR SADDLE CONC. SLAB 3" THICK, REINFORCED WITH WWF 6 X 6-W1. 4 X 1.4 BEVELED OR ROUND CORNERS 1.5' R SOD NO PIPE JOINT PERMITTED UNLESS APPROVED BY THE ENG. CONCRETE PIPE INV. (PER PLAN) DITCH GRADE #4 BAR NOT LESS THAN "D" GIVEN PIPE LENGTH (PER PLAN) GD1MITERED END SECTION N.T.S. 2 1 4" 6''6''6''2 1 4"4'-5''6''3'-4'' PLAN 2" X 2"X 14" STEEL GRATE SEATS3'-0"1 3/4"2 18"11" 2'-4" 2" GRATE - APPROXIMATE WEIGHT = 235 LBS.VARIES PERPLAN2''6''GRATE EL. (PER PLAN) MINIMUM BEARING CAPACITY: 2,000 P.S.F SECTION PIPE INV. (PER PLAN) NOTES: 1.PRECAST IN ACCORDANCE WITH LATEST INDUSTRY STANDARDS. 2. GROUT OR "RAM-NEK" JOINTS AS REQUIRED. 3. CONCRETE DESIGN STRENGTH: 4,000 PSI 4. PIPE MUST NOT BE IN CONSTRUCTION JOINT. 5. TYPE II CEMENT TO BE USED. 6.PIPES SHALL BE FLUSH WITH INSIDE WALL. 7. SEE FDOT INDEX 201 FOR REINFORCEMENT BAR SCEDULE. RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL-18" PIPE 3'-1" WALL-24" PIPE GD2PRECAST TYPE "C" INLET N.T.S. 12"-18" SUMP SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_UTILITY DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS DESIGN GROUP, INC.11 15CONSTRUCTION DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_UTILITY DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ACCEPTABLE RANGE FOR TAPS 0°-45° NOTES: 1.SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 2.SINGLE BAND SADDLES SHALL BE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. 3.NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS APPROVED OTHERWISE BY JEA. 4.INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 5.NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. 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 PLACED ON TOP OF BOX). 8.LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. SERVICE SADDLE (SEE NOTE #2) CORPORATION STOP REQUIRED ON ALL SERVICES REGARDLESS OF SIZE. (CONNECTED DIRECTLY INTO SADDLE) CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW PREVENTER (IF APPLICABLE) SET METER ON UNDISTURBED OR COMPACTED SOIL JEA METER (NOTE #4) POLYETHYLENE WATER SERVICE LINE (100LF MAX., NOTE #3) CO-POLYMER METER BOX & COVER (NOTE #1)10"-12" MAXSET CURB STOP AS CLOSE TO WALL 12"AS POSSIBLE (2 MAX) SET AT FINAL GRADE (NOTE #7) WATER SERVICE MARKER REQUIRED FOR NEW DEVELOPMENT AREAS (SEE NOTE #4) METER COUPLING (NOTE #4) DISTRIBUTION MAIN45°CURB STOP LOCATE WIRE PIG TAIL END (4' ABOVE GRADE) 12" (MAX)48"-72"24" MINFIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE JANUARY 2023 PLATE W-13 MJ TEE, [HYDRANT/ANCHOR TEE SHALL BE APPROVED BY O&M MANAGER] 3-WAY FIRE HYDRANT PUMPER NOZZLE TO FACE C OF PAVEMENT (SEE NOTES #3 & #4) WATER VALVE BOX (COVER PAINTED YELLOW)FINISHED GRADE BREAKABLE FLANGE LOCATED (1" MAX) ABOVE FINISHED GRADE HYDRANT SUMP (PROVIDE GRAVEL AND FILTER FABRIC AS SHOWN) LEAVE DRAIN HOLES OPEN HYDRANT SUMPPROVIDE FILTER FABRIC (MARAFI 700X, 140'S OR EQUAL) TO TOP AND ALL 4 SIDES.2'-8"2'-8"48" MAX.2'-8"2'-0"NOTES: 1.LOCATE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE LEAVING ENOUGH SLACK TO REACH 4' ABOVE FINAL GRADE. THE END OF THE WIRE SHALL BE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 2.FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE). THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 3.OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. 4.PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND REPAINTED (RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED. 5.FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. 6.BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) LOCATE WIRE REQUIRED (SEE NOTE #1) BARE WIRE DEAD-END (NOTE #1) 6" M.J. GATE VALVE (RESTRAINTS REQ.) POSITIONED NEAREST TEE FITTING PROVIDE SPOOL PIECE WITH 3/4" RODS (24" LONG MIN) MECHANICAL RESTRAINT REQUIRED (TYP) 3/4' RODS ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) WATER MAIN 6" PIPE 30" MIN.18" MIN"BURY DEPTH"VARIES (SEE NOTE #5)UNDISTURBED EARTH 12" (MIN) LAYER OF #57 STONE (REQUIRED FOR VALVES 20" AND LARGER, (NOTE #8) 6" PVC RISER PIPE (LENGTH AS REQUIRED) PROVIDE "V" CUT IN TOP OF 6" RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX RESTRAINED MECHANICAL JOINT (TYP) COMPACTED EARTH (TYP) APPLY GROUT TO FILL ANNULAR SPACE BETWEEN VALVE BOX AND CONCRETE PAD GATE VALVE W/ 2" OPERATING NUT (NOTE #4) PIPE W/ LOCATING WIRE 24" ROUND PRECAST CONCRETE PAD 6" THICK (SEE SPEC) SET ON COMPACTED EARTH, (SEE NOTE #7) FINISHED GRADE PAINT COVER AND INSIDE OF BOX BLUE VALVE BOX & COVER (TYP) PROVIDE BLUE PAINT TO THE INSIDE OF THE TOP SECTION OF THE BOX (NOTE #5) VALVE BOX ADJUSTMENT (SEE NOTE #5) PLASTIC DEBRIS SHIELD REQUIRED ON ALL VALVES 12" AND SMALLER (SEE NOTE # 9) ELECTRONIC LOCATE BALL MARKER LOCATED WITHIN 12" FROM RISER PIPE (NOTE #10) NOTES: 1.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. 2.LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). 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 TO BE PAINTED BLUE WATER/PURPLE RECLAIMED. 4.IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. 5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 24" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 6.BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A 14" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. 7.IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED. 8.GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO 13 THE OVERALL HEIGHT OF THE VALVE. 9.FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. 10.ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). WATER VALVE INSTALLATION DETAIL JANUARY 2023 PLATE W-1824"-36"BURY DEPTHWATER SERVICE DETAIL- 2" AND SMALLER METER JANUARY 2023 PLATE W-2 SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\JEA\18C - JEA UTILITY DETAILS.DWG_JEA WATER, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.12 15UTILITY DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\JEA\18C - JEA UTILITY DETAILS.DWG_JEA WATER, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COM SITE DESCRIPTION DESCRIPTION: SOIL DISTURBING ACTIVITIES WILL INCLUDE: RUNOFF CURVE NUMBERS: SITE AREA: NAME OF RECEIVING WATERS: SEQUENCE OF MAJOR ACTIVITIES: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND SYNTHETIC BALES AS REQUIRED 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND SEDIMENT BASIN 4. CONSTRUCT SEDIMENTATION BASIN 5. CONTINUE CLEARING AND GRUBBING 6. STOCK PILE TOP SOIL IF REQUIRED 7. PERFORM PRELIMINARY GRADING ON SITE AS REQUIRED 8. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE AND IRRIGATION. 10. COMPLETE GRADING AND INSTALL PERMANENT SEEDING/SOD AND PLANTING 11. REMOVE ACCUMULATED SEDIMENT FROM BASINS 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE ANY TEMPORARY DIVERSION SWALES/DIKES AND RESEED/SOD AS REQUIRED CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES 1. SYNTHETIC BALE BARRIER: SYNTHETIC BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF SYNTHETIC BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDRO MULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. STRUCTURAL PRACTICES 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE: 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. STORM WATER MANAGEMENT THE WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TIMING OF CONTROLS/MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNED:__________________________________________ I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND TARPAULIN. Concrete RESPONSIBLE FOR/DUTIESOF CONTRACTOR & ALL SUBSBUSINESS NAME AND ADDRESS CONTRACTOR'S CERTIFICATION GENERAL CONTRACTORSUB-CONTRACTORSUB-CONTRACTORSUB-CONTRACTOR STORM WATER DRAINAGE WILL BE PROVIDED BY (DESCRIPTION:) ________ WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. SITE MAPS: * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS SUB-CONTRACTOR MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. NON-STORM WATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: * WATER FROM WATER LINE FLUSHING * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. PRESENT ONSITE DURING CONSTRUCTION: THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE INVENTORY FOR POLLUTION PREVENTION PLAN SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.50 INCHES OR GREATER. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM FOR THIS PURPOSE. THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A FEDERAL, STATE AND LOCAL REGULATIONS CERTIFICATION OF COMPLIANCE WITH IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. C.O.E. DREDGE/FILL PERMIT MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND CONTROLS LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY AGENCIES. APPLICABLE, IN THE OFFICE TRAILER ONSITE. PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS # _________________ CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULENTS TO THE RETENTION SYSTEM PRIOR TO PLACING GENERAL PERMANENT STABILIZATION. DATED:____________________________ THE SYSTEM INTO OPERATION. STORM WATER POLLUTION PREVENTION PLAN OF THE FILTER FABRIC BARRIER. A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND DROP INLET SEDIMENT FILTER. SEDIMENT TRAP. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF WHICHEVER COMES FIRST. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. ____________________________________________________ Fertilizers Wood Petroleum Based Products Cleaning Solvents PaintsDetergents Tar Asphalt Metal Studs Roofing Materials Masonry Blocks _____________________ EXISTING SOILS TYPE: 9. INSTALL STORM SEWER, 1. PRE-CONSTRUCTION = 2. DURING CONSTRUCTION = 3. POST-CONSTRUCTION = REFER TO THE DETAILS FOR CONSTRUCTING THE HAY BALE BARRIER. ALSO REFER TO THE DETAILS FOR PROPER LOCATION, MATERIAL AND USAGE. REFER TO THE DETAIL SHEET FOR PROPER CONSTRUCTION THE STRUCTURE. REFER TO THE DETAIL SHEET FOR CONSTRUCTION OF A CURB INLET SEDIMENT FILTER, AND FOR CONSTRUCTION OF A AREAS. REFER TO THE DETAILS FOR CONSTRUCTION OF CURB INLET & DROP IN ACCORDANCE TO THE DETAILS. AN DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF * SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND CONCRETE TRUCKS SHALL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ONLY AT DISCHARGE POINT PROVIDED. NO OFFSITE DISCHARGE WILL BE PERMITTED. PROJECT NAME LOCATION: LATITUDE: LONGITUDE: W.M.D. ENVIRONMENTAL RESOURCE PERMIT INSPECTION. CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STROM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.SIGNATURE / DATE AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO WITH THE DETAILS. AS IN STREET OR HIGHWAY MEDIANS. REFER TO THE DETAILS FOR AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF _____ ACRES WILL HAVE BEEN REGRADED AND ______ ACRES LEFT UNDISTURBED. THE SITE DISCHARGES BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT RETENTION BASIN. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY OF PERMITTING OWNER NAME AND ADDRESS: TO A DRY RETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT #_______________________ 1. TOTAL AREA OF SITE = ________ ACRES 2. TOTAL AREA TO BE DISTURBED = _____ ACRES 15. TEMPORARY FLOATING TURBIDITY BARRIER: FLOATING TURBIDITY BARRIER MAY BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. FILTER CURTAIN SHALL REACH THE BOTTOM UP TO DEPTHS OF 10 FEET. ESTIMATED SHWLS: OUTFALL 1: DRAINAGE AREA: LATITUDE: LONGITUDE: OUTFALL 2: DRAINAGE AREA: LATITUDE: LONGITUDE: BMP'S TO BE IMPLEMENTED BMP: LOCATION AND DESCRIPTION: BMP: LOCATION AND DESCRIPTION: BMP: LOCATION AND DESCRIPTION: NOTE TO CONTRACTOR: CERTIFICATION IS REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 5 ACRES. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.50 INCHES. INSPECTION AND CORRECTIVE ACTION REPORT TEMPLATES AND FORMS CAN BE ACCESSED FROM THE WEB ADDRESS LISTED BELOW: HTTPS://WWW.EPA.GOV/NPDES/CONSTRUCTION-GENERAL-PERMIT-RESOURCES-TOOLS-AND-TEMPLATES#INSPECTION SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\19 - SWPPP.DWG_MDG-SWPPP, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.13 15SWPPP - MDGASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155PDF_22x34 On 24x36------------------------------------------------------------ASH - ATLANTIC BEACH CITY OF ATLANTIC BEACH #### #### ASH PROPERTIES 7880 GATE PARKWAY SUITE #300 JACKSONVILLE, FL 32256 #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### #### ####S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\19 - SWPPP.DWG_MDG-SWPPP, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ATLANTIC BOULEVARD (A PUBLICLY DEDICATED VARIABLE WIDTH ) X X FFFW X X XXXXXXXXXX www sssssssss s s S S WWWSOD SOD SODSODSOD MULCH SOD SODSOD SODSOD SODSODLOW MAINTENANCE ZONE: A MINIMUM OF 6' FROM ANY POND, STREAM, WATERCOURSE, LAKE OR WETLAND. A SWALE/BERM SYSTEM IS RECOMMENDED FOR INSTALLATION AT THE LANDWARD EDGE OF THIS LOW MAINTENANCE ZONE TO CAPTURE AND FILTER RUNOFF. "NO MOWED OR CUT VEGETATIVE MATERIAL SHALL BE DEPOSITED OR LEFT REMAINING IN THE LOW MAINTENANCE ZONE OR DEPOSITED IN THE WATER. CARE SHOULD BE TAKEN TO PREVENT THE OVER-SPRAY OF AQUATIC WEED PRODUCTS INTO THE LOW MAINTENANCE ZONE. SEE CIVIL PLAN DOE DETAIL. 12'C.T. 10'C.T. 12'C.T. 10'C.T.SOD68.06'67.70' MULCH PERIMETER LANDSCAPE REQUIREMENTS 1. NORTH PEREMITER A.REQUIRED TREES ARE 1 PER 25 L.F. FOR 113' = 5 TREES PROVIDED = 5 TREES B.REQUIRED LANDSCAPE AREA IS 10 S.F. PER L.F. = 1,130 S.F. PROVIDED = 1,225 S.F. C.REQUIRED SCREENING: SOLID 6' HEIGHT FENCE, FINISHED SIDE OUT PROVIDED = SOLID 6' HEIGHT FENCE, FINISHED SIDE OUT 2 EAST PEREMITER A.REQUIRED TREES ARE 1 PER 50 L.F. FOR 68' = 2 TREES PROVIDED = 2 TREES B.REQUIRED LANDSCAPE AREA IS 5 S.F. PER L.F. = 2,595 S.F. PROVIDED = 5,190 S.F. C.REQUIRED SCREEN: NA 3. WEST PEREMITER A.REQUIRED TREES ARE 1 PER 50 L.F. FOR 68' = 2 TREES PROVIDED 2 TREES B.REQUIRED LANDSCAPE AREA IS 5 S.F. PER L.F. = 2,840 S.F. PROVIDED = 4,333 S.F. C.REQUIRED SCREEN: NA INTERNAL VEHICULAR USE LANDSCAPE RE)UIREMENTS 1.PUBLIC PARKING AREAS A.10% LANDSCAPING AREA PER S.F. OF PARKING AREA REQUIRED LANDSCAPE AREA = 6,390 X.10 = 639 S.F. PROVIDED = 918 S.F. B.25% REQUIRED PLANTINGS IN INTERNAL LANDSCAPE AREAS REQUIRED LANDSCAPING 639 X .25 = 160 S.F. PROVIDED = 270 S.F. C.ONE TREE PER TERMINAL ISLAND REQUIRED TERMINAL ISLANDS = 4 TREES PROVIDED TERMINAL ISLAND TREES = 4 2 SHADE TREES 2 NON-SHADE TREES D.ONE TREE PER 4,000 S.F. REQUIRED 6,390 S.F. / 4,000 = 2 TREES PROVIDED = 2+ TREES ROW LANDSCAPE REQUIREMENTS 1.SOUTH PEREMITER A.REQUIRED TREES ARE 1 PER 25 L.F. FOR 58' = 2 TREES PROVIDED 3 TREES B.REQUIRED LANDSCAPE AREA IS 10 S.F. PER L.F. = 2,290 S.F. PROVIDED IS 4,833 S.F. C.REQUIRED 75% SCREEN ALONG VUA PROVIDED = VIBURNUM HEDGE ONE TREE SHALL BE PLANTED AND/OR PRESERVED FOR EVERY 8,000 S)UARE FEET OF LOT AREA A.10% LANDSCAPING AREA PER S.F. OF PARKING AREA REQUIRED LANDSCAPE AREA = 6,390 X.10 = 639 S.F. PROVIDED = 918 S.F. NATIVE Y Y Y NATIVE Y Y CANOPY Y N N N SYMBOL CODE BOTANICAL NAME COMMON NAME NATIVE SIZE QTY TREES IAE Ilex x attenuatta `Eagleston`Eagleston Holly YES 3" Cal. / 10` Ht.29 JB Juniperus silicicola `Brodie`Brodie Southern Red Cedar YES 3" Cal. / 10` Ht.7 LN Lagerstroemia indica x fauriei `Natchez`Natchez Crape Myrtle NO 3" Cal. / 10` Ht.7 SS Sabal palmetto Cabbage Palmetto ---VARY CLEAR TRUNK, SEE PLAN FOR HEIGHT 4 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER NATIVE QTY SHRUBS IP Illicium floridanum Purple Anise TBD 18" Ht. Min.YES 30 VM Viburnum obovatum `Miss Shillers Delight`Small-Leaf Arrowwood TBD 18" Ht. Min.NO 19 SHRUB AREAS MC2 Muhlenbergia capillaris Pink Muhly 3 gal.24" Ht. / Full 11 PLANT SCHEDULE AREA Y 171 s.f. Y 99 s.f. SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF LANDSCAPE ARCHITECTPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1, 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.LA1 15LANDSCAPE PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESEJLEJLEJL01-23-2423107ERIC J. LANEHART6666877----------------------------------------------------------------NOTE: If your approved building permit included hose bibs to meet your irrigation requirement, and you will be installing an irrigation system instead of the hose bibs shown on your approved plans, you must submit two (2) copies of the irrigation system plans for review as a revision to your building permit (not your 10 set). One approved copy will be returned to you after approval, and should be on site for the landscape inspection. Your Landscape Inspection will not be passed if the irrigation system is not installed per the approved irrigation plan. IRRIGATION NOTE S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1, 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMNOT FOR CONSTRUCTION. PERMIT PURPOSES ONLY. SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF LANDSCAPE ARCHITECTPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1 (2), 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.LA2 15LANDSCAPE SPECIFICATIONS & DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESEJLEJLEJL01-23-2423107ERIC J. LANEHART6666877----------------------------------------------------------------S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1 (2), 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMSafety Flags Existing Soil Mulch Soil Ring For Water Collection Burlap Layers (Five) Bands Or Straps Nails Trunk Existing Soil 30" Minimum Depth Of Wood Stake See Wood Batten Detail See Wood Staking Detail 2 x 4 Wood Brace 2 x 4 x 12 Wood Batten With Boards Positioned Face To Face, Nail Brace Securely To Wood Stake Below Finished Grade 2 x 4 Minimum Wood Stake Soil Backfill 2 x 4 Wood Braces (Minimum Of Three Wood Braces) Spaced At 120° Apart. Saw Cut Ends At Proper Angle To Allow For Flush Connection To Wood Batten. Nail Wood Braces Securely To Wood Batten 12x PALM PLANTING 1/4" = 1'-0"1 P-CO-15 site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the 1. The LANDSCAPE CONTRACTOR is responsible for verifying project LANDSCAPE ARCHITECT if soil conditions are poorly drained to 14. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. line to form a uniform layer. All uneven edges shall be squarely 18. The LANDSCAPE ARCHITECT, owner or owners representative shall 17. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to 16. The LANDSCAPE CONTRACTOR is responsible for fully maintaining shall be guaranteed an additional one year from final inspection be healthy plants and in flourishing condition of active growth for work in accepted by the LANDSCAPE ARCHITECT and/or owner. all plant material on site during and before planting, until the not meet with the requirements of the specifications at any stage have the right to reject any and all work which in his opinion does trimmed to allow close and firm fitting of each piece. 15. Sod shall be laid end to end and side to side in a staggered conditions. Dry, brown and unfresh sod will be rejected. 19. There will be special care to all existing trees to be proper drainage shall be brought to the attention of the LANDSCAPE 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 ARCHITECT for correction or relief of said responsibility. 7. Planting beds shall be cut or edged to form a uniform clean 6. LANDSCAPE CONTRACTOR shall bear final responsibility for 5. 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. 4. 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 nursery grown in accordance to Florida Grades and Standards 2. All plant material shall be Florida Grade No. 1 or better 13. Rough grades will be established by the owners general 12. The LANDSCAPE CONTRACTOR is responsible for all fine grading contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials preparation for planting. Apply pre-emergent to all beds prior to planting. ninety (90) days from final inspection and acceptance. All trees retained on site to avoid construction damage. conditions that would prevent thriving growth. Sod shall be healthy, free of insects and weeds, in naturally flourishing PLANTING NOTES of the project operation. and acceptance. line between beds and lawn areas. determine is substitution of materials is necessary. materials shall be "hardened off" root pruned during field 3. All plant material shall be container grown or B&B. B&B production and shall be dug at least several weeks before 8. 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 three (3) inches of #2 grade or better of PINE BARK MINI NUGGETS. 9. 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. 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. 10. Plant material soil shall be "native" soil that was removed from the 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 11. After sodding is completed, the entire side areas shall be watered by feet of area in an evenly broad-case pattern. shall be a minumim 30" from buildings or walks. SHRUB/GROUNDCOVER SPACING PLANSHRUB AND GROUND COVER PLANTING DETAIL MULTIPLE STEM TREE PLANTING FINISH GRADE 2X 1X FLEXIBLE NYLON STRAPPING MATERIAL TIED TO SAME TRUNK, 3 STRAPS MINIMUM SPACED EQUPLLY AROUND TREE. PROVIDE ADDITIONAL STRAPS TO STABILIZE LARGER TREES. 2" x 4" x 30" WOOD STAKE- NOTCH TO PREVENT STRAP FROM SLIPPING. BURY TO ELIMINATE TRIPPING HAZARD. ANCHORS MAY BE USED WITH 500 LB MIN. RATING, INSTALL 3 FT MIN. BELOW GRADE AT 45 ANGLE. EXISTING SUBGRADEBACKFILL UTILIZE SOIL REMOVED FROM EXCAVATION, INTERMIXED WITH COMPOST SOIL MIX LAYER 6" HT. TEMPORARY EARTH SAUCER SPECIFIED CL.TRUNK HT.OVERALL HT.SPREAD NOTES: N.T.S. TOPMOST ROOT-ROOT FLARE SHALL BE MADE VISIBLE PRIOR TO PLANTING. PLANT TOP OF ROOT BALL 2" ABOVE FINISH GRADE. TREE PLANTING - SINGLE TRUNK BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. UNDISTURBED SUBGRADE MULCH 3" LAYER OUTSIDE OF ROOTBALL 1" MAX. LAYER OVER ROOTBALL 3X - LIMITS OF MULCH (WHEN NOT IN PLANTING BED) COMPOST MIX 3" LAYER SPREAD BEFORE EXCAVATING PLANTING HOLE. FINISH GRADE 2X 1X FLEXIBLE NYLON STRAPPING MATERIAL TIED TO SAME LEADER, 3 STRAPS MIN. SPACED EQUPLLY AROUND TREE 2" x 4" x 30" WOOD STAKE- NOTCH TO PREVENT STRAP FROM SLIPPING. BURY AS TO ELIMINATE TRIPPING HAZARD REMOVE TOP 1/3 OF BURLAP AND WIRE. REMOVE SYNTHETIC MATERIALS AND OTHER MATERIALS THAT WILL NOT DECOMPOSE. BACKFILL UTILIZE SOIL REMOVED FROM EXCAVATION, INTERMIXED WITH COMPOST SOIL MIX LAYER 6" HT. TEMPORARY EARTH SAUCER MULCH 3" LAYER OUTSIDE OF ROOTBALL 1" MAX. LAYER OVER ROOTBALL 3X - LIMITS OF MULCH (WHEN NOT IN PLANTING BED) COMPOST MIX 3" LAYER SPREAD BEFORE EXCAVATING PLANTING HOLE. ROOT DEFECTS - INSPECT ROOT BALL FOR ROOT DEFECTS, CUT ROOTS WHERE THEY BEGIN TO KINK OR CIRCLE. ROOT BALL SHALL COMPLY WITH FLORIDA GRADES AND STANDARDS. STAKE ABOVE FIRST STRONG BRANCHES TO PROVIDE FIRM SUPPORT. NOTES: TOPMOST ROOT-ROOT FLARE SHALL BE MADE VISIBLE PRIOR TO PLANTING. PLANT TOP OF ROOT BALL 2" ABOVE FINISH GRADE. BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. ROOT DEFECTS - INSPECT ROOT BALL FOR ROOT DEFECTS, CUT ROOTS WHERE THEY BEGIN TO KINK OR CIRCLE. ROOT BALL SHALL COMPLY WITH FLORIDA GRADES AND STANDARDS. STAKE ABOVE FIRST STRONG BRANCHES TO PROVIDE FIRM SUPPORT. NOT FOR CONSTRUCTION. PERMIT PURPOSES ONLY.