The URL can be used to link to this page

1 Fleet Landing Blvd. CIV18-00002 dwgs1FLEET LANDING EXPANS FOR FLEET LANDING AT ONE FLEET LANDING BOULEVARD ATLANTIC BEACH FLORIDA n? 29 COVER SHEET Kt�tlarr,�t M1.0 ---____- OVERALL UTILITY PLAN AbbC-yr M2.0-------- PUMP STATION SITE PLAN piflfh GENERAL NOTES AND OVERALL PARCEL MAP M3.0-------- PUMP STATION DETAILS N PROJECT LOCATION M3.1 -------- --w C2.0 -------- OVERALL SITE PLAN �U MISCELLANEOUS DETAILS G.aVag it n nd DRAINAGE AREA PLAN (1 i [axles 4r+ _ -------- D•a M4.2 -------- MISCELLANEOUS DETAILS -------- M4.3 -------- MISCELLANEOUS DETAILS C2.4-------- EXISTING CONDITIONS AND DEMOLITION PLAN C2.5-------- EXISTING CONDITIONS AND DEMOLITION PLAN -------- GEeMETRYPLAN -. �. r J•F 4 J `Y GEOMETRYPEAN TR -1 -------- MASTER TREE SURVEY C2.8 -------- GEOMETRY PLAN Assisi Di TR -1a ------- TREE SURVEY C2.9-------- GEOMETRY PLAN T'Ith TR -1b -- _ - _ - _ TREE SURVEY B ------- UTILITY PLAN TR -1c ------- TREE SURVEY C - - - - - - - TR -2-------- MASTER TREE PRESERVATION AND REMOVAL PLAN C2.12- _ - - _ - - UTILITY PLAN TR -3a_ - _ _ _ - _ TREE PRESERVATION AND REMOVAL A C2.13_ - - - - - - UTILITY PLAN TR -3b- - - _ - - - TREE PRESERVATION AND REMOVAL B C2.14_ - _ _ - - - FORCE MAIN PLAN AND PROFILE, FIRE FLOW TESTS TR -3c_ _ - - - - - TREE PRESERVATION AND REMOVAL C ------- Dutto, Is,lawl Rd W TREE MITIGATION AND LANDSCAPE CALCULATIONS e2.16 - - - - - - - LS -1 -------- MASTER LANDSCAPE PLAN - PLANT SCHEDULES C2.17_ - _ - _ _ - PAVING, GRADING AND DRAINAGE PLAN LS -2-------- HEALTH CENTER WINDWARD LANDSCAPE PLAN A C2.18- - _ _ - a 4 LS -3_ .- - _ _ Levy I3d e2.1 9 - - - - - - - LS -4.. - - __ _ _ _ _ BEACON POINT LANDSCAPE PLAN C2.20- _ _ _ _ - - STORMWATER POLLUTION PREVENTION PLAN LS -5-------- MAIN STREET COLEMAN CENTER LANDSCAPE PLAN C2.21- - - _ _ Pi; LS -6 --------LANDSCAPE NOTES AND DETAILS C3.0-------- CONSTRUCTION DETAILS IR -1 --------MASTER IRRIGATION PLAN C3.1-------- CONSTRUCTION DETAILS IR -2 --------HEALTH ;r C3.2-------- CONSTRUCTION DETAILS r � CENTER WINDWARD IRRIGATION PLAN B C3.3-------- CONSTRUCTION DETAILS h�tltsr,ts`c �31�rtf IR -4 --------BEACON POINT IRRIGATION PLAN C3.4-------- CONSTRUCTION DETAILS IR -5 --------MAIN STREET COLEMAN CENTER IRRIGATION PLAN C3.5-------- EROSION CONTROL DETAILS IR -6 -------- IRRIGATION NOTES AND DETAILS C3.6-------- VICINITY MAP NTS ENGINEER GOODSON, NEVIN AND ASSOCIATES Consultina Enaineers (JOHN NEVIN, P.E.) 10175 FORTUNE PARKWAY SUITE 403 JACKSONVILLE, FLORIDA 32256 (OFFICE) (904) 519-7770 (FAX) (904) 519-7776 APPLICANT/L7E:�/ELOPEFR GCD FLORIDA, LLC (JOHN SPOONER, CO -CEO) 225 E. JOHN CARPENTER FREEWAY, SUITE 700 IRVING, TEXAS 75062 (OFFICE) (972) 402-3700 INDEX OF DRAWINGS SHEET NO. TITLE PLANS BY WET ENGINEERING (D w(D aLn Z* �'� z Z z W O J pC� O ° a Q �acas `444444 0 a � Of LL R� LANDSCAPE ARCHITECT BURKE DESIGN. INC. (BRIAN BURKE, PRESIDENT) 1015 ATLANTIC BOULEVARD, SUITE 323 ATLANTIC BEACH, FLORIDA 32223 (OFFICE) (904) 270-0751 ARCHITECT AG ARCHITECTURE, INC. (GENE GUSZKOWSKI, SENIOR PRINCIPAL) 1414 UNDERWOOD AVENUE, SUITE 301 WAUWATOSA, WISCONSIN 53213 (OFFICE) (414) 431-3131 CITY OF ATLANTIC BEACH PERMIT SET GNA PROJECT NUMBER 116185 GNA ENGINEERING BUSINESS # 26306 JANUARY 12, 2017 REV 5 - APRIL 20, 2018 REG # 54666 v Q Lu Z °° O " U z Z>< J W > 0 m Z z O � Z Z a J J � w � w W � W w J Z LL O w Q CD C:) CA)C/)01116Q z w z z CD <*- O Co'o �(D -D COVER SHEET M1.0 ---____- OVERALL UTILITY PLAN SURVEY M2.0-------- PUMP STATION SITE PLAN C1.0-------- GENERAL NOTES AND OVERALL PARCEL MAP M3.0-------- PUMP STATION DETAILS C1.1 -------- GENERAL NOTES M3.1 -------- PUMP STATION DETAILS C2.0 -------- OVERALL SITE PLAN M4.0 -------- MISCELLANEOUS DETAILS C2.1-------- DRAINAGE AREA PLAN M4.1 -------- MISCELLANEOUS DETAILS -------- M4.2 -------- MISCELLANEOUS DETAILS -------- M4.3 -------- MISCELLANEOUS DETAILS C2.4-------- EXISTING CONDITIONS AND DEMOLITION PLAN C2.5-------- EXISTING CONDITIONS AND DEMOLITION PLAN -------- GEeMETRYPLAN PLANS BY BURKE DESIGN -------- GEOMETRYPEAN TR -1 -------- MASTER TREE SURVEY C2.8 -------- GEOMETRY PLAN TR -1a ------- TREE SURVEY C2.9-------- GEOMETRY PLAN TR -1b -- _ - _ - _ TREE SURVEY B ------- UTILITY PLAN TR -1c ------- TREE SURVEY C - - - - - - - TR -2-------- MASTER TREE PRESERVATION AND REMOVAL PLAN C2.12- _ - - _ - - UTILITY PLAN TR -3a_ - _ _ _ - _ TREE PRESERVATION AND REMOVAL A C2.13_ - - - - - - UTILITY PLAN TR -3b- - - _ - - - TREE PRESERVATION AND REMOVAL B C2.14_ - _ _ - - - FORCE MAIN PLAN AND PROFILE, FIRE FLOW TESTS TR -3c_ _ - - - - - TREE PRESERVATION AND REMOVAL C ------- TR -4 -------- TREE MITIGATION AND LANDSCAPE CALCULATIONS e2.16 - - - - - - - LS -1 -------- MASTER LANDSCAPE PLAN - PLANT SCHEDULES C2.17_ - _ - _ _ - PAVING, GRADING AND DRAINAGE PLAN LS -2-------- HEALTH CENTER WINDWARD LANDSCAPE PLAN A C2.18- - _ _ - _ - PAVING, GRADING AND DRAINAGE PLAN LS -3_ .- - _ _ _ _ _ HEALTH CENTER WINDWARD LANDSCAPE PLAN B e2.1 9 - - - - - - - LS -4.. - - __ _ _ _ _ BEACON POINT LANDSCAPE PLAN C2.20- _ _ _ _ - - STORMWATER POLLUTION PREVENTION PLAN LS -5-------- MAIN STREET COLEMAN CENTER LANDSCAPE PLAN C2.21- - - _ _ _ - MAINTENANCE OF TRAFFIC PLAN LS -6 --------LANDSCAPE NOTES AND DETAILS C3.0-------- CONSTRUCTION DETAILS IR -1 --------MASTER IRRIGATION PLAN C3.1-------- CONSTRUCTION DETAILS IR -2 --------HEALTH CENTER WINDWARD IRRIGATION PLAN A C3.2-------- CONSTRUCTION DETAILS IR -3 --------HEALTH CENTER WINDWARD IRRIGATION PLAN B C3.3-------- CONSTRUCTION DETAILS IR -4 --------BEACON POINT IRRIGATION PLAN C3.4-------- CONSTRUCTION DETAILS IR -5 --------MAIN STREET COLEMAN CENTER IRRIGATION PLAN C3.5-------- EROSION CONTROL DETAILS IR -6 -------- IRRIGATION NOTES AND DETAILS C3.6-------- NPDES DETAIL SHEET #1 C3.7 -------- NPDES DETAIL SHEET#2 LANDSCAPE ARCHITECT BURKE DESIGN. INC. (BRIAN BURKE, PRESIDENT) 1015 ATLANTIC BOULEVARD, SUITE 323 ATLANTIC BEACH, FLORIDA 32223 (OFFICE) (904) 270-0751 ARCHITECT AG ARCHITECTURE, INC. (GENE GUSZKOWSKI, SENIOR PRINCIPAL) 1414 UNDERWOOD AVENUE, SUITE 301 WAUWATOSA, WISCONSIN 53213 (OFFICE) (414) 431-3131 CITY OF ATLANTIC BEACH PERMIT SET GNA PROJECT NUMBER 116185 GNA ENGINEERING BUSINESS # 26306 JANUARY 12, 2017 REV 5 - APRIL 20, 2018 REG # 54666 v Q Lu Z °° O " U z Z>< J W > 0 m Z z O � Z Z a J J � w � w W � W w J Z LL O w Q CD C:) CA)C/)01116Q z w z z CD <*- O Co'o �(D -D GENERAL NOTES: 1. 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 DURDEN SURVEYING AND MAPPING, INC., PHONE (904) 853-6822. 2. GOODSON NEVIN AND ASSOCIATES CONSULTING ENGINEERS, AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES. 3. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY / COUNTY SITE WORK SPECIFICATIONS. 4. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. IT IS RECOMMENDED THAT THE CONTRACTOR PHOTONIDEO THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE AND COORDINATE ANY AND ALL PEDESTRIAN AND VEHICULAR MAINTENANCE OF TRAFFIC AS NEEDED FOR CONSTRUCTION WITH THE FDOT AND CITY / COUNTY. 6. WARRANTY/ DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS. NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 7. FOR BOUNDARY, ROADWAY AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE CONTRACTOR'S 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. ALL CONSTRUCTION WITHIN CITY / COUNTY RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY / COUNTY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR VERIFICATION AND LOCATION OF ALL UTILITIES. 9. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL COMPONENTS OF THE PROJECT PRIOR TO PURCHASE OF MATERIALS AND CONSTRUCTION. 10. THESE ENGINEERING DRAWINGS MAY NOT SHOW ALL OF THE CITY / COUNTY STANDARD DETAILS REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE CONSTRUCTION, OUTSIDE CITY / COUNTY RIGHT OF WAY BE IN ACCORDANCE WITH ALL CURRENT CITY/ COUNTY STANDARD DETAILS AND SPECIFICATIONS. 11, ALL CONTRACTORS SHALL FURNISH CERTIFIED "AS-BUILTS" , SEE AS -BUILT REQUIREMENTS ON SHEET Cl.-. 12. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAN7AGE 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. 13. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. IF THE WORK IS IN THE CITY / COUNTY RIGHT-OF-WAY OR EASEMENT, THE CONTRACTOR'S ONE YEAR WARRANTY SHALL EXTEND TO THE CITY / COUNTY. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT, INCL. CITY / COUNTY RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY / COUNTY RIGHT-OF-WAY OR EASEMENT. 15. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY / COUNTY RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 16. THESE PLANS DO NOT STAND BY THEMSELVES. BID DOCUMENTS, CITY / COUNTY WATER AND SEWER STANDARDS DETAILS & MATERIALS, CITY / COUNTY STANDARD SPECIFICATIONS & DETAILS AND ANY OTHER STANDARDS, LISTED OR REFERENCES, ARE INCLUDED IN THE PROJECT DOCUMENTS. 17. THE CONTRACTOR SHALL NOTIFY THE CITY / COUNTY AT A MINIMUM OF 48 HOURS PRIOR TO STARTING CONSTRUCTION. 18. THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY PERMIT FROM THE PUBLIC WORKS DEPT.. FOR CURBING, SIDEWALK, DRIVEWAY APRONS, AND ANY UTILITY WORK. THE CONTRACTOR MUST HAVE A SURETY BOND ON FILE IN THE PUBLIC WORKS DEPT. BEFORE THE WATER AND SEWER TAP TICKETS AND RIGHT OF WAY PERMIT CAN BE OBTAINED. 19. THE CONTRACTOR SHALL OBTAIN A REVOCABLE ENCROACHMENT PERMIT. THE PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPT. FOR ANY LANDSCAPING INCLUDING SOD AND IRRIGATION AND UTILITIES THAT ARE LOCATED WITHIN THE ALLEY ALONG THE SOUTH SIDE OF THE PROJECT. 20. THE CONTRACTOR SHALL CORRECT ALL IMPACTS FROM CONSTRUCTION (INCLUDING DRAINAGE) TO THE NEIGHBORING PROPERTIES (INCLUDING PUBLIC RIGHT OF WAYS AND EASEMENTS) TO THE SATISFACTION OF THE CITY / COUNTY, PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 21. THE CONTRACTOR SHALL REPAIR ANY BROKEN SIDEWALKS, CURBS ETC., ADJACENT TO PROPERTY, WHICH OCCUR DURING CONSTRUCTION. THE REPAIRS MUST BE MADE BEFORE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 22, ALL WORK SHALL BE SCHEDULED/COORDINATED WITH THE OWNER FOR UNDERSTANDINGS OF THE SCHEDULE AND RESIDENT PREPARATION AS FAR IN ADVANCE AS IS RESONABLY POSSIBLE PRIOR TO WORK COMMENCEMENT. 23. SEE ARCHITECTURAL OR PLANS BY OTHERS FOR ANY AND ALL HARDSCAPE, WALL OR ABOVE GROUND IMPROVEMENTS. 24, COORDINATE, IF APPLICABLE, THE DEMOLITION OF THE GEOTHERMAL SYSTEM WITH ALL BUILDING AND SITE WORK. 25. COORDINATE ALL WORK WITH OWNER AND UTILITY COMPANIES PRIOR TO ANY DEMOLITION. 26. ANY UTILITY WORK THAT HAS CONNECTION TO ANY OF THE SHOPPING CENTER OUT PARCELS SHALL BE COORDINATED WITH THOSE OWNERS. THESE PROPERTIES SHALL NO BE WITHOUT SERVICE AT ANY TIME WITHOUT THEIR UNDERSTANDING AND APPROVAL. UTILITY CONTACTS: A. AT&T- GENERAL NUMBER --------------------904-519-2529 Revision B. AT&T - ADAM DUGAN - NORTH DISTRICT- - - - - - - - - - - - - - -904-781-0741 C. AT&T - BILL LAKE - SOUTH DISTRICT- - - - - - - - - - - - - - - -904-303-8754 D. CITY OF JACKSONVILLE N PUBLIC WORKS DEPT.- - - - - - - - - - - -904-255-8762 1 E. CITY OF JACKSONVILLE - TRAFFIC OPERATIONS- - - - - - - - - - - -904-387-8861 /l F. FLORIDA DEPT. OF TRANSPORTATION - - - - - - - - - - - - - - - -904-360-5200 / G. CITY OF ATLANTIC BEACH WATER/SEWER UTILITY- - - - - - - - - - -904-247-5834 H. JEA - GENERAL INFORMATION -- - - - - - - - - - - - - - - - - - 904-665-6000 I. JEA -PROJECT OUTREACH - - - - - - - - - - - - - - - - - - - -904-665-7500 J. JEA - POWER OUTAGES - - - - - - - - - - - - - - - - - - - - - 904-665-6000 } K. NASSAU COUNTY - PUBLIC WORKS - CHARLES HOUSTON- - - - - - - - -904-491-7334 L. CITY OF ATLANTIC BEACH - PUBLIC UTILITIES - KAYLE MOORE - - - - - - -904-247-5834 M. CITY OF ATLANTIC BEACH - PUBLIC WORKS - SCOTT WILLIAMS- - - - - - -904-247-5834 N. COMCAST - EMERGENCY HOTLINE- - - - - - - - - - - - - - - - -904-380-6274 0. TECO/PEOPLES GAS - BEN MOBLEY- - - - - - - - - - - - - - - -904-545-8958 1 P. SUNSHINE ONE CALL -------------------------811 GRADING AND DRAINAGE NOTES: 1. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. DUE TO THIS PROJECT BEING AN EXPANSION TO AN EXISTING CAMPUS WITH ALL CURRENT CAMPUS CONSTRUCTION DOCUMENTS UTILIZING VERTICAL SURVEY DATUM OF NGVD 1929, AND TO AVOID CONSTRUCTION CONFUSION AND OR GENERAL A MISS -ASSIGNMENT OF DATUMS ON THE CAMPUS, THIS PROJECT WILL ALSO BE BASED ON NGVD 1929 DATUM. TO CONVERT NGVD 1929 TO NAVD 1988, SUBTRACT 1.099 FEET. 2. SEE GEOTECHNICAL. REPORT FOR SITE PREPARATION REQUIREMENTS 3. THE CONTRACTOR SHALL COORDINATE THE GRADING AND DRAINAGE CONSTRUCTION WITH ALL OTHER CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 5. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL CITY/ COUNTY STANDARDS 6. THE CONTRACTOR SHALL STAKE THE STORM SEWER SYSTEM AND THE SANITARY SEWER SYSTEM AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION OF ANY PIPE. 7. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM READILY AVAILABLE INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE SITE UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES IN THE VICINITY OF THE WORK AND SHALL LOCATE ALL UNDERGROUND FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITY FACILITIES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST TO THE OWNER. 8. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 9. PAVEMENT SUBGRADE SHALL HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3.0 FEET BELOW SUBGRADE AND 2.5 FEET BEYOND BACK OF CURB. BACKFILL WITH SUITABLE MATERIAL PER THE GEOTECHNICAL REPORT. 10. ANY UNSUITABLE MATERIAL ENCOUNTERED AND EXCESS SUITABLE FILL MATERIAL SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACEMENT WITH STRUCTURAL FILL. SEE GEOTECHNICAL REPORT. 11. THE CONTRACTOR >HALL BE RESPONSIBLE FOR ALL SUBGRADE, LIMEROCK AND ASPHALT TESTING AS REQUIRED BY THE PROJECT SPECIFICATIONS. 12. STORMWA I ER COLLLECTION SYSTEM DESIGN IS BASED ON THE 5 -YEAR RETURN FREQUENCY STORM (RATIONAL METHOD). 13. ALL RCP PIPE SHALL. MEET THE REQUIREMENTS OF ASTM C-76 AND SHALL BE CLASS III, WALL B. 14. ALL PIPE LENGTHS ARE APPROXIMATE AND MEASURED TO THE CENTER OF STRUCTURE OR MITERED END SECTION. ACTUAL LENGTHS MAY VARY. 15. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS ONLY. 16. A QUALIFIED SOILS LABORATORY SHALL BE ON SITE DURING EXCAVATING TO DETERMINE THE SUITABILITY OF THE EXISTING SUB -GRADE AND EXISTING ON-SITE MATERIAL PRIOR TO BEGINNING ANY FILLING OPERATION. 17. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 18. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 19. CUT AND FILL SLOPES ARE NOT TO EXCEED 4HA V UNLESS OTHERWISE NOTED. 20. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 21. ALL SOILS TEST REPORTS TO BE SUBMITTED TO PROJECT MANAGER. 22. FOR ALL TRENCH EXCAVATIONS WHICH EXCEED FIVE FEET (UTILITIES AND STORM), THE FOLLOWING MUST BE ADHERED TO: A. CONTRACTOR MUST FOLLOW OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. A SEPARATE FRICE ITEM SHALL BE INCLUDED IN THEIR BASE BID IDENTIFYING THE COST OF COMPLIANCE D. A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. 23. THE CONTRACTOR SHALL COORDINATE CONNECTION WITH SITE PIPING AND BUILDING PIPING, 24. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 25. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 26. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED AND PRESERVED. 27. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND COORDINATED WITH THE CITY OF JACKSONVILLE FIRE MARSHAL BY THE CONTRACTOR. NO BURNING ALLOWED WITHIN THE CITY OF ATLANTIC BEACH. 28. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND THE CITY, IF REQUIRED, ON ALL MATERIALS, FOR REVIEW AND APPROVAL, PRIOR TO PURCHASE OR FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. 29. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM TO CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM TO CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON PLANS. 30. CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 31. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER -WRAPPED IN ACCORDANCE WITH FDOT STANDARD DETAILS ON INDEX 280, 32. 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. 33. THE CONTRACTOR SHALL RESTORE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION. THE COST OF THESE ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR FURNISHING AND INSTALLING ANY NEIN ITEM CAUSING SUCH DAMAGE. 34. A MINIMUM OF ONE ROW OF SOD SHALL BE INSTALLED ALONG ALL EDGES OF PAVEMENT. SEE LANDSCAPE PLANS FOR LANDSCAPE DETAIL. ALL DISTURBED AREAS WHICH ARE NOT SODDED SHALL RECEIVE GRASS SEED, FERTILIZER, AND MULCH. SEE LANDS,3APE PLANS FOR OTHER REQUIREMENTS. ALL WORK IN THE CITY RIGHT-OF-WAY SHALL CONFORM TO FDOT GRASSING STANDARDS, 35. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, THE CONTRACTOR SHOULD IMMEDIATELY CONTACT THE ENGINEER. 36. THE CONTRACTOR MUST COORDINATE WITH OWNERS GEOTECHNICAL ENGINEER REGARDING INSTALLATION OF UNDERDRAIN. 37. CORRUGATED POLYETHYLENE PIPE (CPP), SHALL BE PER AASHTO M252 OR 294 WITH SMOOTH INNER LINING TYPE S WITH BELL AND SPIGOT, SILT -TIGHT, RUBBER-GASKETED JOINTS. 38. ALL AREAS OF EXISTING PAVEMENT REMOVAL WHERE NEW PAVEMENT IS NOT PROPOSED OR OTHER IMPROVEMENTS NOTED, SHALL BE FILLED WITH CLEAN, WELL DRAINING (A-3) STRUCTURAL SOILS TO MATCH / BE IN CONCERT WITH SURROUNDING EXISTING CONDITIONS OR PROPOSED IMPROVEMENT GRADES. 39. ALL DISTURBED AREAS NOT SHOWN WITH SPECIFIC LANDSCAPE IMPROVEMENTS SHALL BE ESTABLISHED WITH GRASS VEGETATION UTILIZING SAME GRASS AS SURROUNDING GRASS OR GRASS TYPE NOTED IN LANDSCAPE PLANS. SCALE IN FEET 0 150' 300' 600' OVERALL PARCEL MAP SCALE: 1 " =300' n u GNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 r ,`r`�rpr►r u � n rrrrrr��` �� .•. No. 54666 STATE OF 0,�,,,O�i�`�. •,�� OR IOP • �C'��`ia 'I PREPARED FOR - FLEET LANDING ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA 32223 /;, FLEET LANDING EXPANSION ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA DATE : JANUARY 12, 2017 PROJECT NO.: 116185 DESIGNED BY : JOHN N EV I N, PE DRAWN BY : JPM SCALE : AS NOTED No. Date Revision 1 7/24/17 REVISED SCHEMATIC DESIGN SET 2 10/10/17 COJ PERMIT SET 3 2/9/18 COJ AND COAG PERMIT SETS 4 3/13/18 REVISED PER COJ COMMENTS 5 420/18 REVISED PER COAG REVIEW THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE GENERAL NOTES AND OVERALL PARCEUMAP C1.0 S H E E T SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS TO COMPLETE THE CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF SEWER FACILITIES WITH ALL OTHER CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL BEFORE ORDERING MATERIALS AND BEGINNING CONSTRUCTION. 4. ALL GRAVITY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST UTILITY AND CITY STANDARDS AND SPECIFICATIONS. 5. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM READILY AVAILABLE INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE SITE UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES IN THE VICINITY OF THE WORK AND SHALL LOCATE ALL UNDERGROUND FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITY FACILITIES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST TO THE OWNER. 6. THE CONTRACTOR SHALL STAKE THE SANITARY SEWER SYSTEM AND THE STORM SEWER SYSTEM AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION OF ANY PIPE. 7. MANHOLES SHALL BE IN CONFORMANCE WITH UTILITY STANDARDS 8. GRAVITY SEWER MAINS SHALL BE 8 INCH PVC UNLESS OTHERWISE INDICATED ON THE PLANS. MINIMUM SLOPE SHALL BE 0.4% FOR 8" PVC. 9. TYPE B BEDDING SHALL BE USED FOR THIS PROJECT UNLESS INDICATED OTHERWISE ON THE DRAWINGS, 10. BACKFILLING SHALL BE MADE WITH CLEAN BACKFILL WHICH SHALL BE THOROUGHLY COMPACTED IN 6" LIFTS. COMPACTION SHALL BE A MINIMUM OF 95% MAX DENSITY AT +/- 2% OF THE MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT. 11. UNSUITABLE MATERIALS UNDER SEWER PIPE SHALL BE REMOVED TO A DEPTH OF 18" BELOW THE BOTTOM OF PIPE AND REPLACED WITH SELECTED BACKFILL PROPERLY COMPACTED IN 6" LIFTS. THE MATERIAL SHOULD EXHIBIT MOISTURE CONTENTS WITHIN +/- 2 PERCENT OF THE MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT (ASTM D1557) DURING THE COMPACTION OPERATIONS. COMPACTION SHOULD CONTINUE UNTIL DENSITIES OF AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) HAVE BEEN ACHIEVED. 12. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY A MINIMUM OF TWO DAYS PRIOR TO CONNECTION OF FORCE MAIN TO THE EXISTING LINE. ALL NEW WORK MUST BE INSPECTED BY THE ENGINEER OR OTHER AUTHORIZED INSPECTOR. NO TESTS SHALL BE SCHEDULED FOR WEEKENDS. ANY CHANGE FROM THE TECHNICAL REQUIREMENTS MUST BE REVIEWED AND APPROVED BY THE ENGINEER AND OWNER. 13. ALL SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER CHAPTER 489 F.S. 14. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. 15. ALL SANITARY SEWER LATERALS SHALL TERMINATE APPROXIMATELY 5 FEET OUTSIDE THE R -O -W LINE UNLESS OTHERWISE NOTED. THE END OF THESE SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARKED UNTIL SUCH TIME AS CONNECTION IS MADE INSIDE THE BUILDING. 16. THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION OF THE SEWER SYSTEM. TWO FULL REPORTS, INCLUDING VIDEO TAPE, SHALL INDICATE CONDITIONS OF THE PIPE, LOCATION, TYPE OF PIPE, DIAMETER, LOCATION OF SERVICES, TYPE OF JOINT, DISTANCE BETWEEN MANHOLES AND ANY IRREGULARITIES IN THE PIPELINE. THE TELEVISION INSPECTION SHALL INCLUDE A DEFLECTION TEST WITH A 5% MANDREL. THE SEWER LINES SHALL BE LAMPED AS PART OF THE FINAL INSPECTION. 17. THE CONTRACTOR SHALL COORDINATE THE LOCATION, SIZE AND INVERT ELEVATIONS OF SANITARY SEWER SERVICES WITH THE APPROVED PLUMBING PLANS FOR THE BUILDING. 18, CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS SCHEDULE IS TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 19. ALL SEWER MAINS SHALL BE PVC (ASTM -3034) SDR -26 UNLESS OTHERWISE NOTED. 20. TELEVISED RESULTS (TAPES AND REPORT) MUST BE PROVIDED TO CITY OF ATLANTIC BEACH PRIOR TO FINAL INSPECTION. 21. HORIZONTAL DIRECTIONAL DRILLING MUST COMPLY WITH JEA WATER AND WASTEWATER STANDARDS SECTION 750, WATER NOTES - 1 . OTES: 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS TO COMPLETE THE CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF WATER FACILITIES WITH ALL OTHER CONSTRUCTION. 3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LATEST UTILITY AUTHORITY AND CITY / COUNTY STANDARDS AND SPECIFICATIONS AND APPLICABLE AWWA 13TANDARDS. 5. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM READILY AVAILABLE INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE SITE UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES IN THE VICINITY OF THE WORK AND SHALL LOCATE ALL UNDERGROUND FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITY FACILITIES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK. IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST TO THE OWNER. 6. WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE. MAXIMUM COVER SHALL BE 60". 7. WATER LINES ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED UNTIL FINISH WORK IS COMPLETE. 8. ALL WATER MAINS 4" AND LARGER SHALL BE AWWA C900, DR18 PVC. UTILITY COMPANY OWNED WATER MAINS 2" OR 3" IN SIZE SHALL BE HDPE. WATER MAINS 2" IN SIZE SHALL BE SCH. 40 CPVC PIPE WITH SOLVENT JOINTS. WATER SERVICES 2" AND SMALLER SHALL BE POLYETHYLENE, NON JOINT PIPE. ALL WATER PIPES SHALL BE NSF -PVA/ APPROVED AND COMPLY WITH UTILITY AUTHORITY STANDARDS. 9, RESTRAINED JOINTS ARE REQUIRED WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS, IN ACCORDANCE WITH THE UTILITY AUTHORITY STANDARD DETAILS AND SPECIFICATIONS. 10. ALL GATE VALVES SHALL BE NON -RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON -SHOCK WORKING PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT, IRON BODY, RESILIENT SEAT, BY A UTILITY AUTHORITY APPROVED MANUFACTURER. VALVE BOXES WITH SCREW EXTENSIONS SHALL BE PROVIDED FOR EACH BURIED GATE VALVE. BOXES SHALL BE OF CAST IRON CONSTRUCTION, 3/8" MINIMUM WALL THICKNESS AND SHALL BE NON -TACKY TAR ENAMEL COATED, THE WORD "WATER" SHALL BE CAST IN COVER. AL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT (COUNTERCLOCKWISE) WHEN IEWED FROM THE STEM. 11. CLASS B, TYPE I BEDDING SHALL BE USED FOR THIS PROJECT UNLESS INDICATED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. 12. UNSUITABLE MATERIALS UNDER WATER PIPE SHALL BE REMOVED TO A DEPTH OF 18" BELOW BOTTOM OF PIPE AND REPLACED WITH SELECTED BACKFILL PROPERLY COMPACTED IN 6" LIFTS. THE MATERIAL SHOULD EXHIBIT MOISTURE CONTENTS WITHIN +/- 2 PERCENT OF THE MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT (ASTM D1557) DURING THE COMPACTION OPERATIONS. COMPACTION SHOULD CONTINUE UNTIL DENSITIES OF AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) HAVE BEEN ACHIEVED. 13. BACKFILLING SHALL BE MADE WITH CLEAN BACKFILL WHICH SHALL BE THOROUGHLY COMPACTED IN 6" LIFTS. COMPACTION SHALL BE A MINIMUM OF 95% OF MAX. DENSITY AT +/- 2,0% OF THE MODIFIED PROCTOR. 14. WHERE WATER MAINS ARE LAID UNDER DITCHES, CULVERTS, PIPELINES, OR OBSTRUCTIONS WITHOUT FITTINGS, THE MAXIMUM DEFLECTION OF ANY JOINT SHALL NOT EXCEED 50% OF THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER. 15. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM WILL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN FLUSHED, PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 16. CONTRACTOR SHALL NOTIFY UTILITY COMPANY A MINIMUM OF TWO DAYS PRIOR TO CONNECTION OF WATER MAINS TO EXISTING LINES. ALL NEW WORK MUST BE INSPECTED BY THE ENGINEER. NO TESTS SHALL BE SCHEDULED FOR WEEKENDS, ANY CHANGE FROM THE TECHNICAL REQUIREMENTS MUST BE REVIEWED AND APPROVED BY THE ENGINEER AND OWNER. 17. HYDROSTATIC AND LEAKAGE TESTING OF THE WATER MAINS INSTALLED SHALL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C600, SECTION A. A REPRESENTATIVE OF THE UTILITY COMPANY OR THE ENGINEER MUST BE PRESENT DURING THE TESTS. PRESSURE TESTS SHALL BE CONDUCTED AT 150 PSI FOR 2 HOURS FOR WATER MAINS AND 200 PSI FOR 2 HOURS FOR FIRE MAINS. PRESSURE TEST AFTER LIME ROCK IS INSTALLED. 18. THE CONTRACTOR SHALL COORDINATE ALL WATER MAIN FLUSHING WITH THE UTILITY AUTHORITY. FLUSHING AND DISINFECTION PROCEDURES SHALL COMPLY WITH AWWA C-651 FOR MAIN DISINFECTION. 19. UPON COMPLETION OF WATER MAIN FLUSHING, BACTERIOLOGICAL SAMPLES SHALL BE TAKEN. SAMPLES SHALL BE TAKEN FOR 2 CONSECUTIVE DAYS. 20. SAMPLE POINTS FOR BACTERIOLOGICAL SAMPLING SHALL BE LOCATE AS FOLLOWS: 1. EVERY 1000 FEET AND/OR EVERY DEAD END ON A WATER M IN. 2. POINT OF TIE-IN TO EXISTING WATER SYSTEM. 3. WATER MAIN STUBS MORE THAN 40 FEET IN LENGTH. 21. FIRE HYDRANTS SHALL MEET UTILITY AUTHORITIES STANDARDS. 22. THE SITE UTILITY CONTRACTOR SHALL MAKE APPLICATION TO UTILITY COMPANY FOR THE PROJECT WATER METER AND SHALL PAY FOR ALL METER FEES. 23. ALL NEW OR RELOCATED WATER MAINS: A. SHALL PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; A HORIZONTAL DISTANCE OF SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE' BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER) A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE: WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUT SIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM". B. THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE: WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST TWELVE INCHES BELOW THE OTHER PIPELINE AND WATER MAINS THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIM WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST TWELVE INCHES ABOVE OR BELOW THE: OTHER PIPELINE, WATER NOTES: C. AT THE UTILITY CROSSINGS DESCRIBED IN 23(A) AND 23(B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING WATER FOR CONSTRUCTION USE DURING ENTIRE COURSE OF PROJECT. 2. PRESSURE PIPE AND FITTINGS REQUIRING RESTRAINT SHALL BE BRACED WITH RESTRAINED JOINTS PER UTILITY AUTHORITIES STANDARDS AND AWWA STANDARD C509. 3, THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS WITH SITE PIPING AND BUILDING PIPING. 4. ALL WATER AND SEWER CONSTRUCTION WITHIN CITY/ COUNTY SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 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 SUCH AS FLUOROCARBON SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY SOLVENT NOTED, ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE NOTIFIED AND THE CONTAMINATED SOIL HELD FOR PROPER DISPOSAL. NOTICE OF PROCEDURE/JEA NOTES: THE WATER TAPS DEPICTED ON THESE DESIGN PLANS SHALL BE CONSTRUCTED AS FOLLOWS: ALL POTABLE AND IRRIGATION WATER TAPS, FIRE LINE SERVICES AND FIRE HYDRANT INSTALLATIONS SHALL BE PERFORMED BY A LICENSED MASTER PLUMBER OR UNDERGROUND UTILITY CONTRACTOR UNDER THE FOLLOWING SPECIAL CONDITIONS: 1. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE. CONTACT THE JEA INSPECTOR. 2. TAPS REQUIRING METER INSTALLATIONS OF SIZE 2" AND BELOW MUST INCLUDE THE SERVICE PIPE, METER BOX, AND CORP. STOP SIZED READY TO ACCEPT THE METER INSTALLATION BY JEA FORCES. 3. JEA FORCES WILL INSTALL THE METER UPON APPLICATION AND PAYMENT BY LICENSED MASTER PLUMBER OR UTILITY CONTRACTOR AT JEA WATER AND SEWER, 515 N. LAURA ST., 1ST FLOOR CUSTOMER SERVICE BUILDING. 4. ALL TAPS REQUIRING METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING METER PURCHASE AND INSTALL. WATER AND SEWER CAPACITY FEES SHALL BE REQUIRED AT TIME OF METER APPLICATION. FEES WILL BE BASED ON TOTAL NUMBER OF PLUMBING FIXTURE UNITS SHOWN OR LISTED ON BUILDING PLANS. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR JEA EASEMENT MUST BE IN CONFORMANCE WITH THE JEA APPROVED MATERIALS MANUAL FOR WATER AND SEWER, METER TO BE INSTALLED BY JEA WATER AND SEWER FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER PLUMBER OR UTILITY CONTRACTOR, 515 N. LAURA ST. 1 ST FLOOR CUSTOMER SERVICE BUILDING. ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS AND FORCE MAINS SHALL BE TESTED AT 100 PSI FOR 2 HOURS IN ACCORDANCE WITH SECTION "A" OF AWWA STANDARD C600 WITH LEAKAGE LIMITED TO THAT DETERMINED BY THE APPROPRIATE FORMULA. DISINFECTION OF THE WATER MAIN SHALL BE PERFORMED IN ACCORDANCE: WITH AWWA C651. MECHANICAL JOINT RESTRAINTS SHALL CONFORM TO AWWA STANDARD C509. ALL ONSITE PRIVATE WATER AND SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO CURRENT JEA AND FDEP STANDARDS AND SPECIFICATIONS. SHOP DRAWINGS ON ALL BACKFLOW PREVENTERS SHALL BE SUBMITTED TO CITY OF ATLANTIC BEACH FOR APPROVAL PRIOR TO INSTALLATION. CONTACT: CHRIS WALKER @ 904-247-5878. A PRE -CONSTRUCTION MEETING IS REQUIRED 48 HOURS IN ADVANCE, PRIOR TO CONSTRUCTION. CONTACT CHRIS WALKER @ 904-247-5878. WATER AND SEWER SERVICES ARE PROVIDED BY CITY OF ATLANTIC BEACH AND ALL COORDINATION, TESTS, AND FEES WILL BE PROVIDED BY / PAID TO CITY OF ATLANTIC BEACH. NOTE: JEA STANDARDS AND SPECIFICATIONS ARE BEING UTILIZED FOR THE CITY OF ATLANTIC BEACH UTILITIES. THEREFORE, SINCE NO STANDARDS AND DETAILS EXIST FOR ATLANTIC BEACH UTILITIES, ALL REFERENCES TO JEA SHOULD BE RECOGNIZED TO MEAN CITY OF ATLANTIC BEACH UTILITIES. AS -BUILT REQUIREMENTS: CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT INFORMATION TO THE PROJECT ENGINEER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. AS -BUILT DRAWINGS SHALL BE PREPARED IN AUTOCAD FORMAT BY A REGISTERED LAND SURVEYOR. ONE SET OF SIGNED MYLARS AND A SET OF COMPUTER DISKS OF THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. SIGNED AND SEALED PRINTS SHALL BE PROVIDED TO THE ENGINEER AS REQUESTED. 2. AS -BUILT DRAWINGS SHALL BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE AS -BUILT SUBMITTALS AND APPROVALS WITH JURISDICTIONAL AGENCIES UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER. 3. PROVIDE BUILDING LOCATIONS, FINISH FLOOR ELEVATIONS, PAVEMENT GRADES AND ALL UNDERGROUND FACILITIES. 4. PROVIDE PERIMETER DIMENSIONS AT TOP OF BANK AND AT BOTTOM OF POND/STORMWATER STORAGE SYSTEM. 5. PROVIDE ELEVATIONS AT TOP OF BANK AND BOTTOM OF POND/TOP OF TANK AND BOTTOM OF TANK (IF APPLICABLE). 6. PROVIDE SPECIAL DETAIL DRAWINGS WHERE INSTALLATIONS WERE NOT AS SHOWN ON CONTRACT DRAWINGS DUE TO FIELD CONDITIONS OR WHERE REQUIRED FOR CLARITY. 7, PROVIDE LOCATION, ELEVATION AND DESCRIPTION OF BENCHMARK(S). 8. LOCATE AND PROVIDE ELEVATIONS OF ALL STRUCTURES. LOCATION OF ALL STRUCTURES SHALL BE FROM TWO (2) DIRECTIONS. 9. LOCATE ALL PIPES AND PROVIDE SIZE, ELEVATION, INVERT ELEVATIONS, LENGTH AND TYPE. 10. PROVIDE DIMENSIONS AND ELEVATIONS OF THE POND OUTFALL STRUCTURE(S). 11. WATER AS-BUILTS SHALL INDICATE THE LOCATION OF BACTERIOLOGICAL SAMPLE POINTS. SAMPLE POINTS SHALL BE INDICATED IN RED OR PINK. 12. THE AS-BUILTS SHALL INCLUDE A DEET AIL OF EVERY CROSSING OF THE NEW WATER MAIN WITH GRAVITY SEWERS, FORCE MAINS AND STORM PIPES CLEARLY SHOWN & INDICATING THE VERTICAL CLEARANCES AT EACH CROSSING. DETAILS SHALL BE FURNISHED FOR PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. 13, THE CENTERING OF UNCUT LENGTHS OF PIPE AT POINTS OF CROSSING SHALL BE DOCUMENTED ON THE AS-BUILTS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. 14. FINAL AS -BUILT DRAWINGS MUST MEET SJRWMD REQUIREMENTS FOR STORMWATER COLLECTION AND STORAGE / TREATMENT FACILITIES. STANDARD WATER AND SEWER DESIGN NOTES 2 3 4. 5 I. 7 MAXIMUM DISTANCE FROM THE NEAREST FIRE HYDRANT TO THE MOST REMOTE EXTERIOR POINT OF ANY BUILDING SHALL BE 500 FEET. THE DISTANCE SHALL BE MEASURED ON A ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. ALL COMMERCIAL PROJECTS REQUIRING BOTH METERED AND UNMETERED SERVICES TO EXISTING JEA WATER MAINS SHALL BE PERFORMED BY JEA FORCES. THE TAP SHALL BE APPLIED FOR AND PAID FOR BY A LICENSED MASTER PLUMBER OR UTILITY CONTRACTOR, AT 515 N. LAURA STREET, 1 ST FLOOR CUSTOMER SERVICE BUILDING. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL AIR RELEASE VALVES AT CHANGES IN ELEVATION OF 2 FEET DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON THESE DESIGN PLANS. THE JEA REQUIRES THAT A WATER AND SEWER AVAILABILITY BE PERFORMED ON ALL PROJECTS (COMMERCIAL AND RESIDENTIAL) SUBMITTED THROUGH THIS OFFICE FOR REVIEW. THE POINT OF CONNECTION SHOWN COULD NOT BE VERIFIED AS THERE IS NO RECORD OF THIS PROCEDURE BEING ACCOMPLISHED PRIOR TO SUBMITTAL. APPROVAL OF THESE DESIGN PLANS WILL BE CONTINGENT UPON THIS INFORMATION BEING PROVIDED. IN ADDITION, FURTHER REVIEW MAY BE REQUIRED PRIOR TO FINAL APPROVAL. 5. IF A FIRE SPRINKLER BOOSTER PUMP IS TO BE UTILIZED FOR THIS PROJECT, THE DESIGN CRITERIA MUST BE REVIEWED BY OFFICIALS OF THE JEA PRIOR TO INSTALLATION. SPECIFICATIONS SHALL BE SUBMITTED BEFORE OR AT TIME OF FINAL PLAN REVIEW. CONTACT CRAIG JONES AT 904-665-7709 IF APPLICABLE. AUTOMATIC SPRINKLER / FIRE MAIN SERVICES (WHERE APPLICABLE): A. A METERED DETECTOR CHECK BACKFLOW PREVENTER IS REQUIRED ON ALL A.S. SERVICES AND FIRE MAIN CONNECTIONS INSTALLED FOR ONSITE FIRE PROTECTION. B. AT THE TIME OF OR PRIOR TO FINAL PLAN APPROVAL, A DETECTOR CHECK AFFIDAVIT SHALL BE ON FILE WITH JEA WATER AND SEWER AND INCLUDE AN ASSIGNED BUILDING AND ZONING STREET ADDRESS FOR THE SITE. C. RESUBMITTAL SHALL BE REQUIRED IN THE EVENT THAT FIRE MARSHAL r,=VIEW OF BUILDING PLANS REQUIRES A SPRINKLER SYSTEM WHICH WAS NOT -INDICATED ON THE CIVIL DESIGN PLANS. A TAP APPLICATION FEE IS REQUIRED AND SHALL BE PAID @ 515 N. LAURA STREET, 1ST FLOOR CUSTOMER SERVICE BUILDING. THIS MUST BE ACCOMPLISHED PRIOR TO CONNECTION TO THE JEA'S SEWER COLLECTION SYSTEM. IN ADDITION, SEWER CAPACITY FEES MUST BE PAID AT TIME OF OR PRIOR TO THE TAP FEE AND WILL BE BASED ON THE TOTAL NUMBER OF SEWER FIXTURE UNITS CURRENTLY SERVING THIS SITE AND DISCHARGING TO THE JEA SYSTEM FOR TREATMENT. V GNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 ` E `��rru��►rr�rri+� i o i i No. 54666 ° 2* 'C STATE OF I r FLEET LANDING EXPANSION DNE FLEET LANDING BLVD. NTLANTIC BEACH, FLORIDA DATE : JANUARY 12, 2017 PROJECT NO.: 116185 DESIGNED BY : JOHN N E V I N, PE DRAWN BY: J P M SCALE : AS NOTED No. Date Revision 1 7 24 17 REVISED SCHEMATIC DESIGN SET 2 10 10 17 COJ PERMIT SET 3 2/9/18 COJ AND COAB PERMIT SETS 4 3 13 18 REVISED PER COJ COMMENTS 5 4 20 18 REVISED PER COAB REVIEW THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE GENERAL, NOTES Cl.l S H E E T