HomeMy WebLinkAboutConstruction PlanENGINEER'S PROJECT NO. 19-1008 ENG INDEX OF DRAWINGS COVER SHEET1. MINOR ADJUSTMENT TO A MINOR SITE PLAN2. PAVING, GRADING & DRAINAGE PLAN AND SPECIFICATIONSARENAMAX, LLC JOB NO. 19-1008 ENG CIVIL CONSTRUCTION PLANS & SPECIFICATIONSSECTION 29, TOWNSHIP 34 S, RANGE 40 EST. LUCIE COUNTY, FLORIDAARENAMAX, LLCBEFORE YOU DIGCALL TWO (2) BUSINESS DAYSWAIT FOR THE SITE TO BE MARKEDRESPECT THE MARKSDIG SAFELY OWNER ARENAMAX, LLC3501 INDUSTRIAL 27TH STFORT PIERCE, FL 34946LOCATION MAPN.T.S.N 25TH STINDUSTRIAL 25TH STW DIXIE BLVD SW ALEDO LNSW ALEDO LNMARK TWAIN RDNAVAJO AVE INDUSTRIAL 27TH STINDUSTRIAL 29TH STINDUSTRIAL 31ST STINDUSTRIAL 33RD STINDUSTRIAL AVE 2INDUSTRIAL AVE 3INDUSTRIAL AVE 1SITELOT 5, BLOCK 4, AIRPORT INDUSTRIAL PARK, UNIT ONE, ACCORDING TOTHE PLAT THEREOF, RECORDED IN PLAT BOOK 12, PAGES 40, OF THEPUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.PARCEL IDENTIFICATION NUMBER: 1429-501-0049-000-3LEGAL DESCRIPTION:590 NW PEACOCK BLVD, SUITE #8PORT ST. LUCIE, FL 34986PHONE: 772-879-0477 ENGINEER & SURVEYOR
LOT 6LOT 5WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM(80' RIGHT-OF-WAY, 24' ASPHALT)INDUSTRIAL AVENUE FOUR (PLAT)BLOCK 4INDUSTRIAL 31ST STREET (POSTED)(OCCUPIED)S 00°47'10" E 183.00' (P)
S 00°48'51" E 183.33' (M)N 89°09'00" E 289.50' (P)N 89°10'54" E 289.50' (M)FFE= 21.43BSTN 89°05'08" E 289.41' (M)S 00°47'10" E 183.00' (P)N 89°09'00" E 289.50' (P)S 00°47'10" E 182.84' (M)60.0'60.0'50.0'
50.0'29.7'29.7'30.0'
30.0'40.0'30.0'40.0'30.0'1-STORYMETAL BLDG3,000 S.F. GFAFFE= 21.08EX. COVERED AREA891 S.F.20.16'20.11'20.07'20.08'41.77'41.84'16.0'16.0'EX. WOODSHED480 S.F.OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHEEX. 6' CLFICVEX.CSEX. 12"x 15" CMP
141.50'OHE OHE OHE OHE
EX.WELLEX. TOBEX. TOB EX. TOBEX. TOBEX. SWALE EX. SWALE EX. SWALEEX. TOB EX. TOB EX. TOB EX. TOBEX. SMHTOP EL. 18.16N INV. EL. 14.16EX. 8" DIP GRAVITY SEWER MAINEX. MESINV EL. 16.04EX. 24" CMPEX. MESINV EL. 15.96EX. MESINV EL. 16.00EX. 24" CMPEX. EOW EL. 14.440'COUNTY DRAINAGEEASEMENT PERPLAT 12, PAGE 40LOT 16(VACANT)LOT 17(VACANT)EX. CONCDRIVEWAYEX. CONCDRIVEWAYEX. CONCDRIVEWAYEX. DIRTDRIVEWAYEX. 5' CONCWALK
EX. CONCDRIVEWAYEX. 18"x 24" CMP EX. 6' CLFEX. 6' CLFEX. WATER METER & 1" RPZMLOT 15(OCCUPIED)22.85'22.97'PROP. COVEREDANCILLARY AREA4,000 SQ. FT.16' HEIGHTFFE = 21.14EX. BLDG. #11-STORYMETAL BLDG1,200 S.F. GFAFFE= 21.14EX. BLDG. #224.1'10'18'412'5'1 STORYMETAL BLDGFFE= 23.37EX. BLDG.EX. GATE TO REMAINCLOSED AT ALL TIMES(EMPLOYEE ACCESS ONLY)LOT 4EX. DIRTDRIVEWAYWMWMWMWMWMWMEX. 6" DIPEX. 8" WATER MAINEX. 8" WATER MAIN PROP.12'x30'LOADINGSPACE26.1'PROP. DIRTDRIVEWAY3,172 S.F.30.34'EX. 6' CLF
29.67'29.86'19.87'19.72'142.00'PROP.BIKERACKTOB EL. 19.0
TOB EL. 19.0 17.00'RETENTIONAREA EASTSECTIONEX. HANDICAPSIGN15'10'10' LANDSCAPEBUFFER15' LANDSCAPEBUFFER40.0'100.0'
100.0'40.0'TOE EL. 18.0RETENTIONAREA SOUTHSECTIONCAR STOP(TYP.)2'10'WHITE RETRO-REFLECTIVETRAFFIC PAINT (TYP.)6"6"16'18'EX. TYPICAL PARKING STALLN.T.S.SIGN NO. FTP-21-06AND FTP-22-06HANDICAP SPACE DETAILN.T.S.$250 FINEF.S. 318.185'NOTES: 1. HANDICAP STALL IS BASED FROM FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FDOT STANDARD INDEX #17355, SHEET 4 OF 11.2'4" WHITE12'16'(3) 6"WHITECHEVERONSEVENLYSPACEDPARKING BYDISABLEDPERMITONLY6" BLUE6" WHITE6" BLUE6" WHITE6" WHITE6" BLUE IF HANDICAP STALL6" WHITE IF STANDARD STALL 6" WHITE6" WHITE60°2"(TYP.)FTP-22-06 BOTFTP-21-06 TOPBIKE RACK DETAILN.T.S.2'3'2.375" DIAM.GALVANIZEDSTEEL TUBESURFACE FLANGEMOUNT WITHSTAINLESS STEELANCHOR BOLTS(TYP.)*CONC. SLAB/SIDEWALK*INSTALL PER MANUFACTURER'S RECOMMENDATIONS30' (+/-)8' (+/-)17'5'4'9'4'PROPERTYLINEPROP. COVEREDANCILLARY AREAFFE = 21.14RETENTION AREA EAST SECTIONN.T.S.= 13 SQ. FT.4:1 MAX.4:
1
MAX
.BOTTOM EL. 18.0EL.19.0EL.19.0 DRAINAGE CALCULATIONS VOLUME REQUIRED: 4,000 SQ. FT. x 1"/12 x 2 = 667 CU. FT. VOLUME PROVIDED: 13 SQ. FT. x 142.00'= 1,846 CU. FT. NOTE RUNOFF FROM NEW COVERED AREA WILL BE COLLECTED BY GUTTER/ DOWNSPOUT SYSTEM AND DIRECTED TO THE DRY RETENTION AREA.EL.20.6SOD10'4'PROPERTYLINEBOTTOM EL. 18.0EL.19.0SODSODMATCH EX.GRADEEL. 19.2 (+/-)RETENTION AREA SOUTH SECTIONN.T.S.EL. 18.261MINOR SITE PLANARENAMAX LLC.
ST. LUCIE COUNTY, FLORIDABEFORE YOU DIGCALL TWO (2) BUSINESS DAYSWAIT FOR THE SITE TO BE MARKEDRESPECT THE MARKSDIG SAFELYLEGENDEXISTING EDGE OFPAVEMENTEXISTING WATER MAINEXISTING FORCE MAINWMTRAFFIC FLOW DIRECTIONNUMBER OF EXISTINGPARKING SPACESHANDICAP STALLEXISTING GRAVITY SEWERMAINLOCATION MAPN.T.S.VELCON ENGINEERING
& SURVEYING LLC
590 NW PEACOCK BLVD, SUITE #8
PORT ST. LUCIE, FL 34986
PHONE: (772) 879-0477
FBPE C.O.A. # 32222
N 25TH ST
INDUSTRIAL 25TH ST
W DIXIE BLVD
SW ALEDO LNSW ALEDO LNMARK TWAIN RDNAVAJO AVE
INDUSTRIAL 27TH ST
INDUSTRIAL 29TH ST
INDUSTRIAL 31ST ST
INDUSTRIAL 33RD ST
INDUSTRIAL AVE 2INDUSTRIAL AVE 3INDUSTRIAL AVE 1SITEOWNER:ARENAMAX LLC3501 INDUSTRIAL 27TH STFORT PIERCE, FL 34946SITE ADDRESS:3416 INDUSTRIAL 31ST STREETFORT PIERCE, FL 34946PARCEL IDENTIFICATION NUMBER:1429-501-0049-000-3PROPERTY CLASSIFICATIONS:ZONING :IL - INDUSTRIAL, LIGHTFUTURE LAND USE:IND - INDUSTRIALCURRENT USE:MANUFACTURING FACILITYMIN. BUILDING SETBACKS:FRONT: 25 FEETREAR: 20 FEETSIDE: 10 FEETBUILDING DATA:EX. BLDG. #1, 1-STORY METAL BLDG. 3,000 S.F.EX. BLDG. #2, 1-STORY METAL BLDG. 1,200 S.F.EX. WOOD SHED 480 S.F.EX. COVERED AREA 891 S.F.PROP. COVERED ANCILLARY AREA 4,000 S.F.TOTAL FLOOR AREA 9,571 S.F.BUILDING HEIGHT:MAXIMUMEX. BLDG. #1, 1-STORY METAL BLDG. 50 FEET 22 FEET (EX.)EX. BLDG. #2, 1-STORY METAL BLDG. 50 FEET 22 FEET (EX.)EX. COVERED AREA 50 FEET 22 FEET (EX.)PROP. COVERED ANCILLARY AREA 50 FEET 22 FEET (PROP.)PARKING CALCULATIONS:ITE PARKING GENERATION - 5TH EDITIONWAREHOUSING - 150RATE: 0.39 SPACES PER 1,000 S.F. GROSS FLOOR AREA9,571 S.F. G.F.A. * 0.39 SPACES / 1,000 S.F.= 4 SPACESTOTAL SPACES REQUIRED == 4 SPACES(1 HANDICAP, 3 REGULAR)TOTAL SPACED PROVIDED = = 4 SPACES(1 HANDICAP, 3 REGULAR)DRAINAGE STATEMENT:THE PROJECT WILL BE SERVED BY SITE GRADING THAT DIRECTS STORMWATER TO THEPROPOSED DRY RETENTION AREA LOCATED ALONG THE EAST SIDE OF THE SITE.ST. LUCIE COUNTY AND SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENTWILL BE PROVIDED.UTILITY PROVIDERS:POTABLE WATER= FPUA (EXISTING)WASTEWATER= ST. LUCIE COUNTY UTILITIES (EXISTING)IRRIGATION= WELL (EXISTING)CONSTRUCTION SCHEDULE:CONSTRUCTION START:APRIL 2020CONSTRUCTION COMPLETION:120 DAYSTRAFFIC STATEMENT:THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 10th EDITIONCATEGORY: WAREHOUSING (150)(AVERAGE RATES UTILIZED)AVERAGE RATEPROJECT S.F.TRIPS*WEEKDAY DAILY TRIPS:1.74 / 1,000 S.F. 9,571 S.F. = 17A.M. PEAK HOUR TRIPS:0.17 / 1,000 S.F. 9,571 S.F. = 2P.M. PEAK HOUR TRIPS:0.19 / 1,000 S.F. 9,571 S.F. = 2*NOTE THAT ALL TRIPS ARE EXISTING AND THE PROPOSED ANCILLARY COVERED AREA HAS NO CONSEQUENCE ON THE TRIP GENERATION OF THIS SITE.2LOT 5, BLOCK 4, AIRPORT INDUSTRIAL PARK, UNIT ONE, ACCORDING TOTHE PLAT THEREOF, RECORDED IN PLAT BOOK 12, PAGES 40, OF THEPUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.LEGAL DESCRIPTION:PROJECT STATEMENT:THE PROJECT PROPOSES CONSTRUCTION OF A 4,000 SQ. FT. COVERED AREA TO THE EXISTINGDEVELOPED SITE. ACCESS TO THE PROJECT WILL CONTINUE TO BE THE EXISTING DRIVEWAYON INDUSTRIAL 31ST STREET. ALL DELIVERIES WILL BE MADE TO LOT 4 WHILE LOT 5 AND ALLOF ITS FACILITIES WILL BE FOR INTERNAL USE ONLY. THERE ARE NO WETLANDS ON ORIMMEDIATELY SURROUNDING THE PROJECT SITE. THE PROPOSED IMPROVEMENTSASSOCIATED WITH THIS PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USEOF THE NEIGHBORING PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEENMET IN THE PROJECT DESIGN.THE PROJECT IS ZONED IL - INDUSTRIAL LIGHT WITH A FUTURE LAND USE IND - INDUSTRIAL.THE SITE IS BORDERED ON THE NORTH BY ARENAMAX LLC, WHICH IS ZONED IL - INDUSTRIAL,LIGHT WITH A FUTURE LAND USE IND - INDUSTRIAL. THE SITE IS BORDERED ON THE EAST BYVACANT LAND WITH A ZONING OF IL - INDUSTRIAL, LIGHT AND A FUTURE LAND USE IND -INDUSTRIAL. THE SITE IS BORDERED ON THE SOUTH BY A 40' DRAINAGE RIGHT-OF-WAYOWNED BY ST. LUCIE COUNTY. THE SITE IS BORDERED ON THE WEST BY INDUSTRIAL 31STSTREET.FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIREDDESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FORCOMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLSUSING THE LATEST FDOT AND FLORIDA SEDIMENT AND EROSION CONTROL MANUALSTANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERENEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC R-O-W, WETLANDS, ANDWATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEENCOMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO THE ADJACENTPROPERTIES OR WATERWAYS.NOTE:THE ACCESS TO THE PROPOSED BUILDING WILL BE FOR INTERNAL OPERATIONSONLY INCLUSIVE OF STORAGENOTE:ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASEDUPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERTFROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TOGET N.G.V.D. ELEVATIONS.SITE DATA:TOTAL PARCEL AREA 52,978 S.F. 1.216 AC 100.00% IMPERVIOUS AREAEX. BUILDINGS 4,680 S.F.0.107 AC 8.83%EX. COVERED AREA 891 S.F.0.020 AC 1.68%PROP. COVERED AREA 4,000 S.F. 0.092 AC 7.55%PROP. ROCK DRIVE 3,172 S.F.0.074 AC 5.99%EX. PAVEMENT/WALKS 6,408 S.F.0.147 AC12.10%EX. ROCK DRIVE 5,540 S.F.0.127 AC10.46%TOTAL IMPERVIOUSAREA 24,691 S.F.0.567 AC 46.61%TOTAL PERVIOUS AREA 28,287 S.F.0.649 AC53.39%
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM(80' RIGHT-OF-WAY, 24' ASPHALT)INDUSTRIAL AVENUE FOUR (PLAT)INDUSTRIAL 31ST STREET (POSTED)S 00°47'10" E 183.00' (P)
S 00°48'51" E 183.33' (M)N 89°09'00" E 289.50' (P)N 89°10'54" E 289.50' (M)BSTBENCMARK #1MAG NAILEL. 19.09NAVD 1988N 89°05'08" E 289.41' (M)S 00°47'10" E 183.00' (P)N 89°09'00" E 289.50' (P)S 00°47'10" E 182.84' (M)BENCHMARK #2N&TTEL. 19.04NAVD 198860.0'60.0'50.0'
50.0'29.7'29.7'30.0'
30.0'40.0'30.0'40.0'30.0'1-STORYMETAL BLDG3,000 S.F. GFAFFE= 21.08EX. COVERED AREA891 S.F.16.0'16.0'EX. WOODSHED480 S.F.OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHEEX. 6' CLFICVEX.CSEX. 12"x 15" CMPOHEOHEOHEOHE
EX.WELL18.9118.9017.316.717.518.0 16.718.119.6
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17.318.515.77 19.82EX. TOBEX. TOB EX. TOBEX. TOBEX. SWALE EX. SWALE EX. SWALEEX. TOB EX. TOB EX. TOB EX. TOBEX. SMHTOP EL. 18.16N INV. EL. 14.16EX. 8" DIP GRAVITY SEWER MAINEX. MESINV EL. 16.04EX. 24" CMPEX. MESINV EL. 15.96EX. MESINV EL. 16.00EX. 24" CMPEX. EOW EL. 14.4EX. CONCDRIVEWAYEX. CONCDRIVEWAYEX. CONCDRIVEWAYEX. DIRTDRIVEWAYEX. 5' CONCWALK
EX. CONCDRIVEWAYEX. 18"x 24" CMP EX. 6' CLFEX. 6' CLFEX. WATER METER & 1" RPZMEX. BLDG. #11-STORYMETAL BLDG1,200 S.F. GFAFFE= 21.14EX. BLDG. #21 STORYMETAL BLDGFFE= 23.37EX. BLDG.EX. GATE TO REMAINCLOSED AT ALL TIMES(EMPLOYEE ACCESS ONLY)EX. DIRTDRIVEWAYWMWMWMWMWMWMEX. 6" DIPEX. 8" WATER MAINEX. 8" WATER MAIN
PROP. DIRTDRIVEWAY3,172 S.F.EX. 6' CLF
PROP. DRY RETENTION AREA
BOT. EL. 18.0 (0.029 AC)
TOB EL. 19.0 (0.058 AC)RETENTIONAREA EASTSECTION19.820.219.0
18.0
18.0
19.04'MIN9.0'4'MIN20.620.620.620.6PROP. COVEREDANCILLARY AREA4,000 SQ. FT.16' HEIGHTFFE = 21.14142'RETENTIONAREA SOUTHSECTIONSILT FENCE BARRIER PERFLORIDA SEDIMENT ANDEROSION CONTROL MANUALSHOWN OFFSET FROM THEPROPERTY LINE FOR CLARITY(TYP.)SILT FENCE BARRIER PERFLORIDA SEDIMENT ANDEROSION CONTROL MANUALSHOWN OFFSET FROM THEPROPERTY LINE FOR CLARITY(TYP.)2BEFORE YOU DIGCALL TWO (2) BUSINESS DAYSWAIT FOR THE SITE TO BE MARKEDRESPECT THE MARKSDIG SAFELYVELCON ENGINEERING
& SURVEYING LLCNOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE.ASPHALTSHELLROCK BASELIMEROCK BASESTABILIZED SUBGRADECOMPACTED OR LIN.FT. SQ.FT. MAX. SPACING MAX. SPACING LIN.FT. SQ.FT. MAX. SPACING LIN.FT. SQ.FT. MAX. SPACING LIN.FT. SQ.FT.ITEMS TO BE TESTEDF.B.V.DENSITYL.B.R.THICKNESSSPACING OR REQUIRED ROADWAY / PARKING AREA TESTS30010,00030010,00030010,00030010,00030010,00030010,00030010,000PER INSP.PER INSP.NOTE:ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASEDUPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERTFROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TOGET N.G.V.D. ELEVATIONS.PROPOSED CATCH BASINLEGENDEXISTING EDGE OFPAVEMENTEXISTING WATER MAINEXISTING GRAVITY SEWERMAINWMEXISTING GRADEELEVATIONRUNOFF FLOW DIRECTION1
7
.
4
590 NW PEACOCK BLVD, SUITE #8
PORT ST. LUCIE, FL 34986
PHONE: (772) 879-0477
FBPE C.O.A. # 32222
PAVING, GRADING &
DRAINAGE PLAN
& SPECIFICATIONS GENERAL CONSTRUCTION NOTES:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TOBIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS,UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OFPAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTEDUTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULTENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIESOR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF RECORD.2.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLECITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES,INCLUDING OSHA AND FDOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISEAUTHORIZED BY THE ENGINEER IN WRITING.3.LOCATION AND SIZES OF ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR ISRESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OFANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THECONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION OPERATIONS.4.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER PRIOR TO COMMENCING WORK.5.NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIORWRITTEN APPROVAL OF THE ENGINEER OF RECORD.6.CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TOCOMMENCING WORK.7.THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONSON SITE DURING CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BEPERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEEROF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OFRECORD ON ALL SUB GRADE AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCEWITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPETRENCHING.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTINGFROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC.10.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OFONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALLBE CORRECTED AT THE CONTRACTORS'S EXPENSE AND IN A TIMELY MANNER.11.THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OFPUBLIC STREETS OR HIGHWAYS.12.THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITYOWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTINGFACILITIES.13.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANYREQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FORINSPECTIONS AND/OR TESTING.14.THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS-BUILT SURVEYS CERTIFIED BY ALICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINALINSPECTION WITH THE ENGINEER OF RECORD.15.ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BEPROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HASNOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTYSURVEYOR WITHOUT DELAY BY TELEPHONE.16.IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BEREMOVED AND REPLACED WITH A GRANULAR MATERIAL.17.IF MUCK OR ANY OTHER UNSUITABLE MATERIAL IS ENCOUNTERED, THE MATERIALSHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL ANDCOMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE.18.LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BEADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS.19.RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZEDCORRUGATED METAL PIPE. BCCMP INDICATES BITUMINOUS COATED CORRUGATEDMETAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATESCORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGESYSTEMS, INC. (ADS).20.MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITHFDOT STANDARD INDEX NO. 430-021.21.COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRYDENSITY.22.TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATEANY FLOODING OF PRIVATE PROPERTY.23.ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRISAND ERODED MATERIALS DURING THE FINAL STAGES OF CONSTRUCTION.24.ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORECONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS,SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THEENGINEER OF RECORD.25.THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWNTO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTORSHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THECONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FORAPPROVAL PRIOR TO REMOVING SAID TREES.26.IF EXCAVATED FILL MATERIAL IS REUSABLE, STOCKPILE EXCESS FOR USE INLANDSCAPED AREAS.27.UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO ANAPPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWEDWITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER.28.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TOPRE-CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENTMARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND.29.WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THETOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED ASFLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY.30.ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSIUNLESS OTHERWISE NOTED.31.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILESTRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED.32.ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEEROF RECORD.33.NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE ISRECEIVED FROM FDEP, IF APPLICABLE.34.MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FDOT"ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS.35.EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDINGEROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALEDHAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TOPREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS ANDWATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEENCOMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TOADJACENT PROPERTY AND WATERWAYS.36.ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCEWITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONSUNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD.37.ALL CONCRETE SIDEWALK CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOTINDEX 522-001.38.BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON ENGINEERING &SURVEYING, LLC. DRAWING NO. 19-1008. ALL ELEVATIONS PER BENCHMARKSREFERENCED ON SURVEY.PROPOSED DRAINAGE PIPEPROPOSED GRADE EL.20.2 DRAINAGE CALCULATIONS VOLUME REQUIRED: 4,000 SQ. FT. x 1"/12 x 2 = 667 CU. FT. VOLUME PROVIDED: 13 SQ. FT. x 142'= 1,846 CU. FT. NOTE RUNOFF FROM NEW COVERED AREA WILL BE COLLECTED BY GUTTER/ DOWNSPOUT SYSTEM AND DIRECTED TO THE PROPOSED DRY RETENTION AREA.ARENAMAX LLC.
ST. LUCIE COUNTY, FLORIDA