HomeMy WebLinkAboutCivil Drawings REV (06-18-2020)THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.CONSTRUCTION PLANS AND SPECIFICATIONSFORA1 TRUSS EXPANSIONSECTION 28, 29, & 33, TOWNSHIP 34S, RANGE 40EST. LUCIE COUNTY, FLORIDAA1 TRUSS EXPANSION - CONSTRUCTION PLANS 18 June 2020 #19-319LOCATION MAPProject LocationINDEX OF SHEETS1. COVER2. DEMOLITION PLAN, CLEARING PLAN & STORMWATERPOLLUTION PREVENTION PLAN3. STORMWATER POLLUTION PREVENTION DETAILS4. HORIZONTAL CONTROL PLAN5. HORIZONTAL CONTROL PLAN6. PAVING, GRADING, DRAINAGE, & UTILITY PLAN7. PAVING, GRADING, DRAINAGE, & UTILITY PLAN8. PAVING, GRADING, & DRAINAGE DETAILS9. UTILITY DETAILS10. UTILITY DETAILS11. FPUA DETAILS12. SPECIFICATIONS10250 SW VILLAGE PKWY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455(DATE)F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098PORT SAINT LUCIE OFFICE10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comENGINEERS SURVEYORSENVIRONMENTALLEGAL DESCRIPTION:THE WEST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EASE, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPTINGTHEREFROM THE RIGHT-OF-WAY OF ST. LUCIE BLVD., AND LESS AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OF FT. PIERCE FARMS DRAINAGE DISTRICT.TOGETHER WITH:THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST LUCIE COUNTY, FLORIDA.LESS AND EXCEPT THEREFROM, HOWEVER, THE FOLLOWING DESCRIBED PARCELS:PARCEL A: BEGINNING AT A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ST. LUCIE BOULEVARD, AS NOWSITUATED AND ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31,TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN EAST 212.3 FEET; THENCE RUN SOUTH 616.00 FEET; THENCE RUN WEST212.3 FEET TO THE 1/4 - 1/4 SECTION LINE; THENCE NORTH 616.00 FEET TO THE POINT OF BEGINNING; AND LESSAND EXCEPTPARCEL B: BEGINNING AT THE SOUTHWEST COMER OF PARCEL A, RUN SOUTH 309.13 FEET; THENCE RUN EAST TOTHE WEST RIGHT-OF WAY OF SAPP ROAD; THENCE RUN NORTH ON SAID RIGHT-OF-WAY LINE 309.13 FEET; THENCE RUNWEST TO THE POINT OF BEGINNING; AND LESS AND EXCEPTPARCEL C: BEGINNING AT A POINT OF INTERSECTION OF THE SOUTH RIGHT-OF-WAY OF ST. LUCIE BOULEVARD ANDTHE WEST RIGHT-OF-WAY OF SAPP ROAD. THENCE RUN SOUTH ON WEST RIGHT-OF-WAY OF SAPP ROAD; THENCE WEST424.45 FEET MORE OR LESS; THENCE NORTH 616 FEET TO SOUTH RIGHT-OF-WAY OF ST LUCIE BOULEVARD; THENCEEAST 424.8 FEET MORE OR LESS TO POINT OF BEGINNING; AND LESS AND EXCEPTPARCEL D: THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31.TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA; AND LESS AND EXCEPTPARCEL E: RIGHT-OF-WAY OF ST. LUCIE BOULEVARD.PARCEL G: RIGHT-OF-WAY FOR F.P.F.D.D. CANAL NO. 26CONTAINING 23.15 ACRES, MORE OR LESS.DAVID C. BAGGETT, P.E.#81375Project LocationVICINITY MAPKEEN ROADHURONCHIPPEWASHAWNEECAYUGAAVENUEAVENUEAVENUEAVENUEBOULEVARDST. LUCIEHAWTHORNEROADDICKENSTAMPATRAILBRYANTCOURTSTERLINGARNOLD COURTBENNETT DRIVEDRIVEHALLLANGSTONDRIVEESSEXLANGSTONANDERSON DRIVEJO HAYWOOD DRIVECURTISRD53 STREETSAPP ROADST. LUCIE BOULEVARDDRIVEYVONNEAVENUEAVENUEAVENUEAVIENDAMATANZASLANEROADHAMMOND VERONICA STREETLANELANELANEMARGARET ANNAMYDEANNAMELISSAKINGBLVDINDUSTRIAL 33RD STREETHURON AVENUECHIPPEWA AVENUESHAWNEE AVENUECAYUGA AVENUEINDUSTRIAL 29TH STREETINDUSTRIAL 31ST STREETINDUSTRIAL 31ST STREETINDUSTRIAL 29TH STREETINDUSTRIAL 33RD STREETST LUCIE BLVD / COUNTY ROAD 608 EASTSAPP ROADCENTER ROADKEEN ROADZ:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, Cover, 6/18/2020 12:53:11 PM, Jessica, EDC, Inc.
R/W161.1'COVEREDEAST RIGHT OF WAY LINEWEST RIGHT OF WAY LINELESS AND EXCEPTPARCEL BOCCUPIEDPARCEL ID:1431-111-0020-000-4NOT A PART OF THIS SURVEYVACANTPARCEL ID:1431-140-0000-000-82105121052210532105421206212072120821209212142121721218212192122121222212232122921231EAST LINE SECTION 31LESS AND EXCEPTPARCEL CVACANTPARCEL ID:1431-110-0000-000-5LESS AND EXCEPTPARCEL A(OCCUPIED)PARCEL ID:1431-111-0020-000-4S89°48'11"E 637.06S0°09'13"W 310.23FOUND 5/8" IR&CSTAMPED LB 6674(0.11'E & 1.09'N)FOUND 4"x4" CMUNNUMBERED(HELD)UNPLATTED LOTVACANTPARCEL ID# 1431-140-0000-000-8EX. INV. EL=16.57EX. CONCRETEFLUMEELECTRIC PULLBOX (TYP)EX. FIRE LINEBOLLARD (TYP)EXISTINGWATER LINEEXISTINGCOVERED CONCRETEEXISTINGCOVERED CONCRETEEXISTINGCONCRETE FLUMEEXISTINGINV EL=17.31EXISTINGMETAL SIGNEXISTINGINV EL=17.48EXISTINGAT&T RISEREX. 2-1" B.F.P.'S WITH METERSSET 5/8" IRC(LB8098)EX. AT&T JUNCTION BOXEX. R/W LINEEX. SECTION LINEEXISTINGEAST PROPERTY LINEEX. WOODSIGNEX. TOEOF BANKEX. 10" B.F.P.EX. TOBEX. MOUND1 STORY CBSBUILDINGFFE=21.93'EXISTING FPLTRANSFORMER PADEXISTINGELECTRIC METEREXISTINGLIFT STATION CONTROL PANELEXISTINGLIFT STATIONTOP EL=21.82'EXISTINGWATER METER& 2 WATER VALVESEXISTINGFOUND 4" X 4" CMUNNUMBEREDFOUND 3" DIAMETERCAR AXLE(0.57'E & 0.20'N)RELOCATEEX. FUEL PADFND. 5/8" IRC(LB8098)EXISTINGSITE BENCHMARKIRON ROD ELEV.=21.56'FND 5/8" IRC(LB8098)EX. 4' BARBED WIRE FENCEEX. 4'BARBEDWIREFENCEFOUND 5/8"IRON ROD IN BOX CUT(HELD)FOUND 5/8"IRON RODS 0.02'W 0.60'SITE BENCHMARKNAIL & TIN TABELEV.=21.67'FND. 5/8" IRC(LB8098)20' DEDICATION TO SAINT LUCIE COUNTY(OR 1653 PG 714, OR 1693 PG 89)EX. FDC10' EASEMENT(OR BOOK 1557, PAGE 1228)10' EASEMENT(OR BOOK 1557, PAGE 1228)EXISTINGCOVERED CONCRETEFFE: 22.03N89°48'04"W 637.06N89°48'04"W 667.06N0°09'10"E 1215.32S0°09'12"W 310.21N89°48'11"W 667.082 STORY CBSBUILDINGFFE=21.93'2 STORY OFFICEFFE=21.85'REMOVEEX. CONCRETE SLABTOP OF BANKTOE OF SLOPEEX. CONCRETE FLUME6' CHAIN LINK FENCE WITHBARBED WIREEX. WATER LINEEX. OVERHEAD UTILITYEXISTINGCOVERED CONCRETEEX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX. 2" FORCE MAINEX. 2" FORCE MAINEX. 8" WATER MAINAPPROX. LOCATIONEX. 12" WATER MAINEX. WATERSERVICEEX. FORCE MAINEX. 15" CMPEX. WATERMETER & BFPVEX. 15 CMPEX. TOBEX. TOEEX. SANITARY PIPEEX. 18 CMPINV (W): 19.12INV (E): 19.11EX. 15 CMPINV (W): 19.14INV (E): 19.1319-3192 OF 12DEMOLITION PLAN, CLEARING PLAN,& STORMWATER POLLUTIONPREVENTION PLANA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEDemo & SWPPPLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455LEGENDEXISTING CONCRETEEXISTING SPOT ELEVATIONEXISTING ASPHALTEXISTING UTILITY POLEEXISTING OAK TO BE REMOVEDEXISTING PINE TO BE REMOVEDEXISTING PALM TO BE REMOVED21.82GOPHER TORTOISETO BE REMOVEDEX. OAK TO BE PRESERVEDEX. PINE TO BE PRESERVEDEX. PALM TO BE PRESERVED1.44 AC.UPLAND PRESERVEREGRADE EX. DETENTION AREAREGRADE EX. SWALE/DETENTION AREAEND REMOVALEX. FENCEBEGIN REMOVALEX. FENCESURVEY NOTES:ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND AREGIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.N.G.V.D29 = N.A.V.D.88 + 1.5INSTALL SILT FENCE AROUND SITEPER DETAIL ON SHEET 3INSTALL TURBIDITY BARRIERPER DETAIL ON SHEET 3INSTALL SILT FENCE AROUND SITEPER DETAIL ON SHEET 3INSTALL SILT FENCE AROUND SITEPER DETAIL ON SHEET 3INSTALL SILT FENCE AROUND SITEPER DETAIL ON SHEET 3INSTALL SOIL TRACKINGPREVENTION DEVICEPER DETAIL ON SHEET 3EX. TOBEX. BOTTOMRELOCATE EX. MESREGRADEEX. SWALEPROPOSED 30'ROW DEDICATIONNOTE TO CONTRACTOR:1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEADUTILITIES TO BE COORDINATED WITH SERVICE PROVIDERPRIOR TO CONSTRUCTION.2. INSTALL SILT FENCING OR OTHER APPROPRIATESEDIMENT AND EROSION CONTROL MEASURE AS SHOWNON SHEETS 2 AND 3.3. CONTRACTOR TO RETAIN NPDES PERMIT FROM FDEPPRIOR TO ANY CLEARING AND GRUBBING. PERMIT TOREMAIN ONSITE DURING CONSTRUCTION.4. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORECOMMENCEMENT.5. CONTRACTOR TO REGRADE & SOD ALL DISTURBED AREAS.6. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TOTHE EXTENT THAT COULD BE DISCERNED ON AS-BUILTDRAWINGS AND/OR HISTORIC CONSTRUCTION PLANS FORTHE FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLEFOR CONFIRMING THE ACTUAL LOCATION OF EXISTINGUNDERGROUND UTILITIES. ANY DISCREPANCIES SHALL BEREPORTED TO THE OWNER AND ENGINEER OF RECORDIMMEDIATELY.CLEARING OUTSIDE OF SILTFENCE NOT PROPOSEDINSTALL SILT FENCE AROUND SITEPER DETAIL ON SHEET 3REMOVE EX.GRINDERRELOCATEEX. CONCRETE FLUMEINSTALLPERMIT BOXRELOCATEEX. FIRE HYDRANT(SEE SHEET 6 FORLOCATION)EX. CONTROLSTRUCTUREINSTALL SILT FENCE AROUNDDISTURBED AREA AROUNDCONTROL STRUCTUREEX. TOBEX. BOTTOMEX. TOBEX. BOTTOMREMOVE PORTIONOF EX. CURBSAWCUT & REMOVEEX. ASPHALT & CONCRETESAWCUT & REMOVEEX. ASPHALT & CONCRETEREMOVEEX. CBS WORKSHOPF.F.E.=22.06APPROX. LOCATION OFEX. 1" WATER SERVICETO BE REMOVED ANDCAPPED3ADDED FPUA DETAILS05-05-2020232WATER SERVICE CONNECTION REVISED PER ADDITIONAL AS-BUILT DRAWING05-05-2020INFORMATION2Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, Demo & SWPPP, 6/18/2020 12:53:13 PM, Jessica, EDC, Inc.
19-3193 OF 12STORMWATER POLLUTIONPREVENTION PLAN DETIALSA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATESWPPP DetailsLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455Section 1Project Name and location information:A1 Truss Expansion, Section 22, Township 37S,Range 39E, Port St Lucie, FLSection 2Describe the nature of the construction activity:Building w/ Parking & Drainage InfrastructureSection 3Describe the intended sequence of major soildisturbing activities:0-2 days, site prep and stabilized constructionentrance;3-6 days, install perimeter sediment and erosioncontrols;7-60 days, install stormwater retention basin;7-10 days, clearing/grubbing over all areas;11-90 days, site grading;90-150 days, install storm sewer and utilities;150-180 days, stabilize siteSection 4Total area of the site:23.15 acresSection 5Total area of the site to be disturbed:±9.88 acresSection 6Existing data describing the soil or quality of anystormwater discharge from the site:Section 7Estimate the drainage area size for each dischargepoint:23.15 acresSection 8Latitude and longitude of each discharge pointand identify the receiving water or MS4 for eachdischarge point:N27°28'56", W80°22'08"Section 9Give a detailed description of all controls, Best Management Practices (BMPs) and measures that will beimplemented at the construction site for each activity identified in the intended sequence of major soildisturbing activities section. Provide time frames in which the controls will be implemented.NOTE: All controls shall be consistent with performance standards for erosion and sediment controland stormwater treatment set forth in s. 62-40.432, F.A.C., the applicable Stormwater or EnvironmentalResource Permitting requirements of the Department or a Water Management District, and the guidelinescontained in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual, FDOT,FDEP, and any subsequent amendments.* Prior to clearing, a silt fence (trenched 6 inches deep and backfilled on the uphill side), shall beinstalled around the perimeter of the site. A rock entrance road (that is 60ft long with a 6 inch depth ofFDOT #1 stone and lined with filter fabric) shall be constructed to minimize the effects of truck trafficand sedimentation tracking both on and off of the site. There will be only one construction entrance atthis site.* After the initial site grading work, all proposed inlet(s) / outfall, once installed, shall be protected fromerosion and sediment runoff by the use of filter fabric and properly installed inlet filters. Disturbedportions of the site where construction activities have permanently ceased shall be stabilized with sodor other permanent stabilization methods (if other methods are used, this SWPPP will be modified) nolater than 7 days after the last construction activity. Seeding shall be the same as in temporary seeding.* All installation shall be commenced as depicted on the attached site map and installation "typicals"sheet.Section 10Describe all temporary and permanent stabilization practices. Stabilization practices includetemporary seeding, mulching, permanent seeding, geotextiles, sod stabilization, vegetative bufferstrips, protection of trees, vegetative preservations, etc.* Temporary seeding shall be rye grass or other appropriate ground covers depending upon season ofinstallation that is applied at manufacturer's recommendations to any disturbed areas that are inactivemore than 7 days.* Sod shall be used to stabilize the sides of the detention basins.* Filter fabric shall be placed under the rock entrance / exit.* Vegetative buffers shall be left undisturbed along the boundaries of the property, with the exception ofexotic vegetation removal.Section 11Describe all structural controls to be implemented to divert stormwater flow from exposed soils andstructural practices to store flows, retain sediment on-site or in any other way limit stormwater runoff.These controls include silt fences, earth dikes, diversions, swales, sediment traps, check dams, subsurfacedrains, pipe slope drains, level spreaders, storm drain inlet protection, rock outletprotection, reinforced soil retaining systems, gabions, coagulating agents and temporary or permanentsediment basins.* A silt fence (with the same installation as indicated under the Best Management Practices heading)shall be placed around the entire perimeter of each construction phase.* A wet detention basin shall be constructed which may be used as a temporary sediment basin (priorto being connected to a discharge structure) if needed. Care shall be taken to assure the removal ofaccumulated fine sediments and that the excessive compaction of soil by construction machinery isavoided.* Inlets / Outfalls shall be protected with filter fabric and properly installed inlet filters (with the sameinstallation as indicated under the Best Management Practices heading).Section 12Describe all sediment basins to be implemented for areas that will disturb 10 or more acres at onetime. The sediment basins (or an equivalent alternative) should be able to provide 3,600 cubic feet ofstorage for each acre drained. Temporary sediment basins (or an equivalent alternative) arerecommended for drainage areas under 10 acres.No temporary sedimentation basins are proposed. The detention basins (prior to being connected to adischarge structure) may be used as a temporary sediment basin if needed.Section 13Describe all permanent stormwater management controls such as, but not limited to, detention orretention systems or vegetated swales that will be installed during the construction process.* A stormwater detention basin shall be constructed per ERP permit and all disturbed areas shall begrassed.Section 14Waste disposal, this may include constructiondebris, chemicals, litter, and sanitary wastes:All construction materials and debris will beplaced in a dumpster and hauled off site to alandfill or other proper disposal site. No materialswill be buried on site.Section 15Offsite vehicle tracking from constructionentrances/exits:Off site vehicle tracking of sediments and dustgeneration will be minimized via a rockconstruction entrance, street sweeping andthe use of a water truck to keep dust down.Section 16The proper application rates of all fertilizers,herbicides and pesticides used at the constructionsite:Florida-friendly fertilizers and pesticides will beused at a minimum and in accordance with themanufacturer’s suggested application rates.Section 17The storage, application, generation andmigration of all toxic substances:All paints and other chemicals will be stored in alocked covered shed.Section 18Other:Port-o-lets will be placed away from storm sewersystems, storm inlet(s), surface waters andwetlands. No vehicle maintenance shall beconducted on-site. A washdown area shall bedesignated at all times and will not be located inany area that will allow for the discharge ofpolluted runoff.Section 19Provide a detailed description of the maintenance plan for all structural and non-structural controls toassure that they remain in good and effective operating condition.Contractor shall provide routine maintenance of permanent and temporary sediment and erosioncontrol features in accordance with the technical specifications or as follows, whichever is morestringent:• Silt fence shall be inspected at least weekly. Any required repairs shall be made immediately.Sediment deposits shall be removed when they reach approximately one-half the height of thebarrier.• Maintenance shall be performed on the rock entrance when any void spaces are full ofsediment.• Inlet(s)/outfalls shall be inspected immediately after each rain event and any required repairsto the filter inlets, silt fence, or filter fabric shall be performed immediately.• Bare areas of the site that were previously seeded shall be reseeded per manufactures’instructions.• Mulch and sod that has been washed out shall be replaced immediately.• Maintain all other areas of the site with proper controls as necessary.Section 20Inspections: Describe the inspection and inspection documentation procedures, as required by the FDEPNPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities.Qualified personnel will inspect all points of discharges, all disturbed areas of construction that havenot been stabilized, constructed areas and locations where vehicles enter and exit the site, and allBMPs at least once every 7 calendar days and within 24 hours of the end of a rainfall event that is 0.5inches or greater. Where sites have been finally stabilized, said inspections shall be conducted at leastonce every month until the Notice of Termination is filed.Section 21Identify and describe all sources of non-stormwater discharges as allowed by the FDEP NPDES GenericPermit for Stormwater Discharge from Large and Small Construction Activities.It is expected that the following non-stormwater discharges may occur from the site during constructionperiod: wash water (where no spills or leaks of toxic or hazardous materials have occurred).Dewatering shall be done in accordance with the requirements of the SFWMD Short Term DewateringPermit-by-rule. If said discharges do occur, they will be directed to the temporary sediment basin priorto discharge. Turbid water from the stormwater pond shall not be pumped directly into the receivingwaters. Any pumped water from the stormwater pond shall be treated so as to not allow a discharge ofpolluted stormwater. Treatment can include silt fences, settling ponds, the proper use of flocculatingagents, or other appropriate means.Section 22All contractor(s) and subcontractor(s) identified in the SWPPP must sign the followingcertification:“I certify under penalty of law that I understand, and shall comply with, the terms andconditions of the State of Florida Generic Permit for Stormwater Discharge from Largeand Small Construction Activities and this Stormwater Pollution Prevention Planprepared thereunder.”Section 22NameTitleCompany Name, Addressand Phone NumberDatee.senerictructionateringn priorvingharge ofatingDateDESIGNED BYDCBF.B.P.E. L.B. CEEN102PORterialsustbehein aewered intoFDEPee5stA1-TRUSS EXPANSIONDAVI#81310250PORT
7723ADDED FPUA DETAILS05-05-20203Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, SWPPP Details, 6/18/2020 12:53:16 PM, Jessica, EDC, Inc.
R/W161.1'LESS AND EXCEPTPARCEL BOCCUPIEDPARCEL ID:1431-111-0020-000-4LESS AND EXCEPTPARCEL CVACANTPARCELID:1431-110-0000-000-5LESS AND EXCEPTPARCEL A(OCCUPIED)PARCEL ID:1431-111-0020-000-4(AIRPORT ROAD/ CR 608)(80' RIGHT OF WAY)18'25'15'73'55'40'40'EX. INV. EL=16.57EX. CONCRETEFLUMEELECTRIC PULL BOX (TYP)EX. FIRE LINEBOLLARD (TYP)EX. FDC7' CHAIN LINK FENCEWITH BARBED WIREEXISTINGWATER LINEEXISTINGCOVERED CONCRETEEXISTINGCOVERED CONCRETEEXISTINGCONCRETE FLUMEEXISTINGINV EL=17.31EXISTINGMETAL SIGNEXISTINGINV EL=17.48EXISTINGAT&T RISEREX. 2-1" B.F.P.'S WITH METERSSET 5/8" IRC(LB8098)EX. AT&T JUNCTION BOXEX. R/W LINEEX. R/W LINEEX. SECTION LINEEXISTINGEAST PROPERTY LINEEX. WOOD SIGNEX. TOE OF BANKEX. 10" B.F.P.EX. TOBEX. MOUND1 STORY CBSBUILDINGFFE=21.93'EXISTING FPLTRANSFORMER PADEXISTINGELECTRIC METEREXISTINGLIFT STATION CONTROL PANELEXISTINGLIFT STATIONTOP EL=21.82'EXISTINGWATER METER& 2 WATER VALVESEXISTINGFOUND 4" X 4" CMUNNUMBEREDFOUND 3" DIAMETERCAR AXLE(0.57'E & 0.20'N)20' DEDICATION TO SAINT LUCIE COUNTY(OR 1653 PG 714, OR 1693 PG 89)EX. FDC10' EASEMENT(OR BOOK 1557, PAGE 1228)10' EASEMENT(OR BOOK 1557, PAGE 1228)EXISTINGCOVERED CONCRETEFFE: 22.03N0°09'10"E 1215.32FDOT ROW MAP SECTION NO 9460-150(ROAD NO. S-608)(NOW COUNTY ROAD)N89°48'11"W 667.082 STORY CBSBUILDINGFFE=21.93'2 STORYOFFICEFFE=21.85'EX. CONCRETE FLUMEEDGE OF PAVEMENT6' CHAIN LINK FENCE WITHBARBED WIREEX. WATER LINECB-19DMH-1MES-3EX. OVERHEAD UTILITYPREVIOUSLY PERMITTEDCOVERED STORAGE - 3,600 SFBUILDING HEIGHT 18' / FFE=22.00'PROPOSED COVERED STORAGE AREA - 3,600 SFBUILDING HEIGHT 18' / FFE=22.00'PROPOSED BUILDING EXPANSION51,200 GSFBUILDING HEIGHT: ±26'FFE=22.03'PROPOSED COVERED STORAGE AREA - 3,000 SFBUILDING HEIGHT 18' / FFE=22.00'160'319.93'10'12'83.43'25'30'30'120'120'120'STORAGE AREA #1PREVIOUSLY PERMITTEDBUILDING HEIGHT: 19'6,250 SFEXISTINGCOVERED CONCRETETOB TOB TOE TOE TOE TOB TOE TOE EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX. 2" FORCE MAINEX. 2" FORCE MAINEX. 8" WATER MAINAPPROX. LOCATIONEX. 12" WATER MAINEX. WATER SERVICEEX. FORCE MAIN12'26'51.28'32'1145069.57860541.531145069.07860701.411144749.57860540.661144749.17860700.601145046.89860458.041145091.57860490.111145046.81860485.021145051.80860490.031145081.41860455.481145071.39860465.541145056.97860456.791145046.91860448.041145081.21860419.141145091.25860409.081145109.54860549.411145109.46860579.411145109.38860609.411145109.30860639.411145109.22860669.411145229.22860669.741145229.30860639.741145229.38860609.741145229.46860579.741145229.54860549.741145229.61860524.741145109.61860524.411145505.95860782.201145340.19860781.791145506.85860394.62EX. 15" CMP1145328.66860571.751145303.66860571.751145303.66860821.751145328.66860821.75EX. WATER METER& BFPVEX. 15 CMPEX. SANITARY PIPEEX. 18 CMPINV (W): 19.12INV (E): 19.11EX. 15 CMPINV (W): 19.14INV (E): 19.13STORM SEWER INLET TABLEStructure NameCB-19DMH-1MES-3BOTTYPEType C4' DIACONCTOPTYPEUSF 4155 6209MANHOLE??? ???NORTHING1145434.811145338.611145339.73EASTING860813.03'860817.52'860761.77'RIM20.4521.2022.53IN INV:17.45 (N)17.45 (E)OUT INV:17.45 (S)17.45 (W)BOTTOMELEV.16.4516.4517.4519-3194 OF 12HORIZONTAL CONTROL PLANA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEHC PlanLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455LEGENDEXISTING CONCRETEEXISTING SPOT ELEVATIONEXISTING ASPHALTEXISTING UTILITY POLE21.82GOPHER TORTOISEEX. OAK TO BE PRESERVEDEX. PINE TO BE PRESERVEDEX. PALM TO BE PRESERVEDSURVEY NOTES:ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND AREGIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.N.G.V.D29 = N.A.V.D.88 + 1.5NOTE TO CONTRACTOR:1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEADUTILITIES TO BE COORDINATED WITH SERVICE PROVIDERPRIOR TO CONSTRUCTION.2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORECOMMENCEMENT.3. CONTRACTOR TO REGRADE & SOD ALL DISTURBED AREAS.MATCH LINE SEE SHEET 5DETENTIONAREAEX. TOBEX. BOTTOMRELOCATEEX. CONTROLSTRUCTUREPROPOSED 30'ROW DEDICATIONLOCATION OF RELOCATED MODIFIEDEX. CONTROL STRUCTUREMIN PERIMETER BERMMIN PERIMETER BERMRELOCATEEX. FIRE HYDRANTPROPOSED STABILIZED PERVIOUSPROPOSEDTRUGRID W/ ROCKPROPOSED ROCKSTRIPING FOR SEMI-TRUCKSFOR VISUAL PURPOSES ONLY(3) 12x55 LOADING ZONESPACES (NOT STRIPED)(7) 12x55 LOADING ZONESPACES (NOT STRIPED)3ADDED FPUA DETAILS05-05-20203------------Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, HC Plan, 6/18/2020 12:53:20 PM, Jessica, EDC, Inc.
TOE TOE (60' PUBLIC RIGHT OF WAY)21024210312103421035210362103721044210452104621047210502105721058210592106021061210642106521066210672106821069210702107121072210732107421075210762107721078210792108221083210842108521086210872109021182211832118421187211882118921190211922119321201212022120421243212682126921271212792141721420S89°48'11"E 637.06S0°09'13"W 310.23FOUND 5/8" IR&CSTAMPED LB 6674(0.11'E & 1.09'N)FOUND 4"x4" CMUNNUMBERED(HELD)RELOCATEEX. FUEL PADFND. 5/8" IRC(LB8098)EXISTINGSITE BENCHMARKIRON ROD ELEV.=21.56'FND 5/8" IRC(LB8098)EX. 4' BARBED WIRE FENCEEX. 4' BARBEDWIRE FENCEFOUND 5/8"IRON ROD IN BOX CUT(HELD)FOUND 5/8"IRON RODS 0.02'W 0.60'SITE BENCHMARKNAIL & TIN TABELEV.=21.67'FND. 5/8" IRC(LB8098)N89°48'04"W 637.06N89°48'04"W 667.06S0°09'12"W 310.21TOP OF BANKTOE OF SLOPETOB TOB TOB TOB TOB TOB TOE TOB TOE TOE TOE TOE TOE TOE
TOE TOE TOE TOE
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE CB-18MES-2CB-17CB-16CB-15CB-14CB-13CB-12CB-11CB-10CB-8CB-7CB-6CB-5CB-4CB-3MES-1CB-1TOE TOE TOE TOE TOE TOE TOE TOE CB-2PROPOSEDCOVERED AREA #35,140 GSFBUILDING HEIGHT: 34'FFE=22.00' NAVD78.67'65.33'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'16'8'105.57'143'150'121'77.65'40'32'32'32'32'32'32'32'32'32'32'32'32'32'32'32'45'45'50'32'20'12'10'12'TOB TOB TOB TOE TOB TOB TOB TOB TOE R8'R8'R8'R8'R8'R8'R8'R8'R8'R8'R8'R8'R10'R10'R10'R10'R10'R100'R100'1144515.37860457.041144442.40860502.771144377.06860502.591144442.61860424.101144377.28860423.921144346.31860606.911144364.40860580.181144345.43860870.911144358.43860870.951144362.96860876.291144335.84860884.281144340.86860879.301144352.80860879.331144357.79860884.361144363.08860979.231144369.31861014.311144519.18861364.681144432.95861364.411144422.92861374.371144422.62861459.941144432.59861469.971144527.39861369.011144568.89861429.231144570.65861434.941144570.57861460.411144560.54861470.381144618.04861341.001144618.52861023.531144442.18860580.431144377.98861359.231144618.20861357.001144628.24861347.031144395.21861356.291144395.26861340.291144345.98860706.911144345.94860718.911144345.61860818.911144345.57860830.911144363.96860712.971144363.59860824.97R5'R5'R5'R10'1144543.32860404.371144548.30860409.381144548.27860436.711144558.25860446.72EX. TOBEX. TOE16.72'CB-20CB-9STORM SEWER INLET TABLEStructure NameCB-1CB-2CB-3CB-4CB-5CB-6CB-7CB-8CB-9CB-10CB-11CB-12CB-13CB-14CB-15CB-16CB-17CB-18CB-20MES-1MES-2BOTTYPEType CType CType CType CType CType CType CTYPE EType CTYPE EType CType CType CType CType CType CType CType CType CCONCCONCTOPTYPEUSF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 6290USF 4155 6209USF 6290USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209??? ?????? ???NORTHING1144625.221144498.121144498.281144498.311144498.521144498.731144498.731144498.901144347.571144498.771144498.931144499.081144499.241144499.391144499.301144499.461144499.851144499.771144533.051144497.891144570.23EASTING861061.03'861348.61'861300.69'861252.59'861204.63'861156.66'861108.53'861060.53'861030.05'861012.61'860964.61'860916.61'860868.61'860820.62'860772.61'860724.61'860676.62'860628.62'860536.35'861376.61'860431.82'RIM18.7518.2518.2518.2518.2518.2518.2518.2518.7518.2518.2518.2518.2518.2518.2518.2518.2518.2519.5021.5822.02IN INV:15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (N)15.50 (E)15.50 (S)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)OUT INV:15.50 (S)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (N)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)16.00 (W)BOTTOMELEV.14.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.0014.0019-3195 OF 12HORIZONTAL CONTROL PLANA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEHC Plan (2)LAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455SURVEY NOTES:ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND AREGIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.N.G.V.D29 = N.A.V.D.88 + 1.5NOTE TO CONTRACTOR:1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEADUTILITIES TO BE COORDINATED WITH SERVICE PROVIDERPRIOR TO CONSTRUCTION.2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORECOMMENCEMENT.3. CONTRACTOR TO REGRADE & SOD ALL DISTURBED AREAS.MATCH LINE SEE SHEET 4DETENTION AREADRAINAGEAREA 'A'DRAINAGEAREA 'B'DRAINAGEAREA 'C'DRAINAGEAREA 'D'DRAINAGEAREA 'E'DRAINAGEAREA 'F'DRAINAGEAREA 'G'DRAINAGEAREA 'H'DRAINAGEAREA 'J'DRAINAGEAREA 'K'DRAINAGEAREA 'L'DRAINAGEAREA 'M'DRAINAGEAREA 'N'DRAINAGEAREA 'O'DRAINAGEAREA 'P'DRAINAGEAREA 'Q'DRAINAGEAREA 'I'DETENTION AREAMINIMUMPERIMETER BERM1.44 AC.UPLAND PRESERVEMIN PERIMETER BERMMIN PERIMETER BERMMIN PERIMETER BERMMIN PERIMETER BERMLEGENDEXISTING CONCRETEEXISTING SPOT ELEVATIONEXISTING ASPHALTEXISTING UTILITY POLE21.82GOPHER TORTOISEEX. OAK TO BE PRESERVEDEX. PINE TO BE PRESERVEDEX. PALM TO BE PRESERVEDPROPOSED STABILIZED PERVIOUSPROPOSEDTRUGRID W/ ROCKPROPOSED ROCK6" WHITE STRIPE(SEE SHEET 7)APPROX. LOCATION OFEX. 1" WATER SERVICE3ADDED FPUA DETAILS05-05-2020------------------------17.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.505555REVISE CB-8 & CB-10 TO TYPE E, REVISE CB-20 RIM ELEV, & REVISE P-5 PIPE SIZE06-18-20205Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, HC Plan (2), 6/18/2020 12:53:24 PM, Jessica, EDC, Inc.
R/W161.1'LESS AND EXCEPTPARCEL BOCCUPIEDPARCEL ID:1431-111-0020-000-4LESS AND EXCEPTPARCEL CVACANTPARCELID:1431-110-0000-000-5LESS AND EXCEPTPARCEL A(OCCUPIED)PARCEL ID:1431-111-0020-000-4(AIRPORT ROAD/ CR 608)(80' RIGHT OF WAY)EX. INV. EL=16.57EX. CONCRETEFLUMEELECTRIC PULL BOX (TYP)EX. FIRE LINEBOLLARD (TYP)EX. FDC7' CHAIN LINK FENCEWITH BARBED WIREEXISTINGWATER LINEEXISTINGCOVERED CONCRETEEXISTINGCOVERED CONCRETEEXISTINGCONCRETE FLUMEEXISTINGINV EL=17.31EXISTINGMETAL SIGNEXISTINGINV EL=17.48EXISTINGAT&T RISEREX. 2-1" B.F.P.'S WITH METERSSET 5/8" IRC(LB8098)EX. AT&T JUNCTION BOXEX. R/W LINEEX. R/W LINEEX. SECTION LINEEXISTINGEAST PROPERTY LINEEX. WOOD SIGNEX. TOE OF BANKEX. 10" B.F.P.EX. TOBEX. MOUND1 STORY CBSBUILDINGFFE=21.93'EXISTING FPLTRANSFORMER PADEXISTINGELECTRIC METEREXISTINGLIFT STATION CONTROL PANELEXISTINGLIFT STATIONTOP EL=21.82'EXISTINGWATER METER& 2 WATER VALVESEXISTINGFOUND 4" X 4" CMUNNUMBEREDFOUND 3" DIAMETERCAR AXLE(0.57'E & 0.20'N)20' DEDICATION TO SAINT LUCIE COUNTY(OR 1653 PG 714, OR 1693 PG 89)EX. FDC10' EASEMENT(OR BOOK 1557, PAGE 1228)10' EASEMENT(OR BOOK 1557, PAGE 1228)EXISTINGCOVERED CONCRETEFFE: 22.03N0°09'10"E 1215.32FDOT ROW MAP SECTION NO 9460-150(ROAD NO. S-608)(NOW COUNTY ROAD)N89°48'11"W 667.082 STORY CBSBUILDINGFFE=21.93'2 STORYOFFICEFFE=21.85'EX. CONCRETE FLUMEEDGE OF PAVEMENT6' CHAIN LINK FENCE WITHBARBED WIREEX. WATER LINECB-19DMH-1MES-3EX. OVERHEAD UTILITYPREVIOUSLY PERMITTEDCOVERED STORAGE - 3,600 SFBUILDING HEIGHT 18' / FFE=22.00'PROPOSED COVERED STORAGE AREA - 3,600 SFBUILDING HEIGHT 18' / FFE=22.00'PROPOSED BUILDING EXPANSION51,200 GSFBUILDING HEIGHT: ±26'FFE=22.03'PROPOSED COVERED STORAGE AREA - 3,000 SFBUILDING HEIGHT 18' / FFE=22.00'STORAGE AREA #1PREVIOUSLY PERMITTEDBUILDING HEIGHT: 19'6,250 SFEXISTINGCOVERED CONCRETETOB TOB T
O
B
TOB TOB
TOE TOE TOE TOB TOE TOE EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX 2-in FM EX. 2" FORCE MAINEX. 2" FORCE MAINEX. 8" WATER MAINAPPROX. LOCATIONEX. 12" WATER MAINEX. WATER SERVICEEX. FORCE MAINM.E. 21.34M.E. 21.34M.E. 21.05M.E. 21.02M.E. 20.71M.E. 21.46M.E. 21.4621.3420.9020.7121.0221.4621.4621.7021.20M.E. 19.43M.E. 17.4621.6321.13M.E. 20.42M.E. 20.23M.E. 19.91M.E. 20.25M.E. 20.39M.E. 21.69M.E. 21.9321.2521.2521.2521.9021.6021.8122.0321.90M.E. 20.30M.E. 20.2521.8122.0319.80M.E. 20.0020.0021.4521.4521.4521.8121.8521.8521.8521.8521.90TOE: 0.00TOE: 0.00EX. 15" CMPEX. WATER METER& BFPVEX. 15 CMPEX. SANITARY PIPEEX. 18 CMPINV (W): 19.12INV (E): 19.11EX. 15 CMPINV (W): 19.14INV (E): 19.13M.E.M.E.M.E.TOB Construct 30 LF15" CMP @ 51.69%(TIE TO EX. 15" CMP W/CONCRETE COLLAR)STORM SEWER INLET TABLEStructure NameCB-19DMH-1MES-3BOTTYPEType C4' DIACONCTOPTYPEUSF 4155 6209MANHOLE??? ???NORTHING1145434.811145338.611145339.73EASTING860813.03'860817.52'860761.77'RIM20.4521.2022.53IN INV:17.45 (N)17.45 (E)OUT INV:17.45 (S)17.45 (W)BOTTOMELEV.16.4516.4517.45PIPE TABLEPipe NameP-20P-21Size???x???14x23Length9656Slope0.00%0.00%MaterialElliptial RCPElliptial RCP19-3196 OF 12PAVING, GRADING, DRAINAGE,& UTILITY PLANA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEPGD & UtilityLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455LEGENDEXISTING CONCRETEEXISTING SPOT ELEVATIONPROPOSED FLOW ARROWEXISTING UTILITY POLE21.82GOPHER TORTOISEEX. OAK TO BE PRESERVEDEX. PINE TO BE PRESERVEDEX. PALM TO BE PRESERVEDSURVEY NOTES:ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND AREGIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.N.G.V.D29 = N.A.V.D.88 + 1.5NOTE TO CONTRACTOR:1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD UTILITIES TO BECOORDINATED WITH SERVICE PROVIDER PRIOR TO CONSTRUCTION.2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT.3. CONTRACTOR TO REGRADE & SOD ALL DISTURBED AREAS.4. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TO THE EXTENTTHAT COULD BE DISCERNED ON AS-BUILT DRAWINGS AND/OR HISTORICCONSTRUCTION PLANS FOR THE FACILITY. THE CONTRACTOR SHALL BERESPONSIBLE FOR CONFIRMING THE ACTUAL LOCATION OF EXISTINGUNDERGROUND UTILITIES. ANY DISCREPANCIES SHALL BE REPORTED TOTHE OWNER AND ENGINEER OF RECORD IMMEDIATELY.MATCH LINE SEE SHEET 7PROPOSED GRADES19.80DETENTIONAREAGRADE TO MATCHEX. TOBGRADE TO MATCHEX. BOTTOM------------RELOCATEEX. CONTROLSTRUCTUREPROPOSED 30'ROW DEDICATIONLOCATION OF RELOCATED MODIFIEDEX. CONTROL STRUCTURE PERDETAIL ON SHEET 8 OF 11MIN PERIMETER BERM 20.25 NAVD(CONTRACTOR TO GRADETO MATCH EXISTING)(4:1 MAX SLOPE)MIN PERIMETER BERM 20.25 NAVD(CONTRACTOR TO GRADETO MATCH EXISTING)(4:1 MAX SLOPE)RELOCATEEX. FIRE HYDRANTEXISTING ASPHALTPROPOSED STABILIZED PERVIOUSPROPOSEDTRUGRID W/ ROCKPROPOSED ROCKINSTALL STRIPEDSTACKING AREA W/(12) 12x53 LOADINGZONE SPACESCCSEE SECTION C-CON SHEET 8 OF 11SEE SECTION D-DON SHEET 8 OF 11DDEX. TOBEX. BOTTOMSTRIPING FOR SEMI-TRUCKSFOR VISUAL PURPOSES ONLYINSTALL STRIPING TO MATCHEX. PARKING STALL STRIPING(3) 12x55 LOADING ZONESPACES (NOT STRIPED)(7) 12x55 LOADING ZONESPACES (NOT STRIPED)INSTALL WHEEL STOPS (TYP)0.7%0.9%0.8%0.7%26.55PROPOSED GRADES150'
@ 0.4%5%5%5%5%5%5%3.7%3.7%3.7%3.7%3.7%3.7%3%2%5.34%25.4'@ 2%58'@ 3.5%58'@ 3.5%58'@ 3.5%25.4'@ 2%25.4'@ 2%INSTALL6" WHITE STRIPE150'
@ 0.4%
150'
@ 0.4%
150'
@ 0.4%
150'
@ 0.4%
150'
@ 0.4%INSTALL RELOCATEDFIRE HYDRANT ASSEMBLYINSTALL 90° BEND ANDEXTEND 6" WATER MAIN 58 LFW/ REQUIRED FITTINGSCONNECT TO EX. 2" WATER SERVICEINSTALL 2" TEE AND GATE VALVEINSTALL 925 LF 2" PEWATER SERVICE TO BE PLACED MIN 3'FROM EXISTING 8" WATER MAIN(MIN 36" COVER)2WATER SERVICE CONNECTION REVISED PER ADDITIONAL AS-BUILT DRAWING05-05-2020INFORMATION3ADDED FPUA DETAILS05-05-2020222" WATER SERVICE TO BE DEFLECTEDUNDER EXISTING 12" WATER MAIN(MIN 12" SEPARATION)24REVISED PLANS PER COUNTY COMMENTS05-21-20204518"55REVISE PIPE P-20 TO BE 18" RCP06-18-2020RCP5Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, PGD & Utility, 6/18/2020 12:53:29 PM, Jessica, EDC, Inc.
TOE TOE (60' PUBLIC RIGHT OF WAY)21024210312103421035210362103721044210452104621047210502105721058210592106021061210642106521066210672106821069210702107121072210732107421075210762107721078210792108221083210842108521086210872109021182211832118421187211882118921190211922119321201212022120421243212682126921271212792141721420S89°48'11"E 637.06S0°09'13"W 310.23FOUND 5/8" IR&CSTAMPED LB 6674(0.11'E & 1.09'N)FOUND 4"x4" CMUNNUMBERED(HELD)RELOCATEEX. FUEL PADFND. 5/8" IRC(LB8098)EXISTINGSITE BENCHMARKIRON ROD ELEV.=21.56'FND 5/8" IRC(LB8098)EX. 4' BARBED WIRE FENCEEX. 4' BARBEDWIRE FENCEFOUND 5/8"IRON ROD IN BOX CUT(HELD)FOUND 5/8"IRON RODS 0.02'W 0.60'SITE BENCHMARKNAIL & TIN TABELEV.=21.67'FND. 5/8" IRC(LB8098)N89°48'04"W 637.06N89°48'04"W 667.06S0°09'12"W 310.2133CL GRINDERTOP OF BANKTOE OF SLOPETOB TOB TOB TOB TOB TOB TOE TOB TOE TOE TOE TOE TOE TOE
TOE TOE TOE TOE
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE GT1GT2GT3GT4GT5CB-18MES-2CB-17CB-16CB-15CB-14CB-13CB-12CB-11CB-10CB-8CB-7CB-6CB-5CB-4CB-3MES-1CB-1TOB TOB TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOB TOB TOB CB-2PROPOSEDCOVERED AREA #35,140 GSFBUILDING HEIGHT: 34'FFE=22.00' NAVDTOB TOB TOB TOB
TOB TOB TOB TOE TOB TOB TOB TOB TOE 19.6519.6519.6519.6519.6519.6519.6519.6519.6519.6519.6519.6519.6519.6519.65M.E.19.69M.E.19.77M.E.19.76M.E.19.82M.E. 19.6920.0020.0020.0020.0020.0019.9519.9520.0020.0020.0019.9520.2520.25M.E.20.46M.E.20.7519.8619.8619.8619.8619.8619.8619.8619.8619.8619.8619.8619.8619.8619.8619.8621.8021.8019.0021.8021.8019.8619.8619.8619.8619.86M.E. 20.1219.8619.5019.80TOB: 19.50TOB: 19.5019.9519.9519.9519.9520.2520.2519.9019.9019.9020.1421.0020.9521.3221.3221.0021.3221.0020.07TOE: 0.00TOB: 19.50TOE: 19.70TOE: 18.50TOE: 18.50TOE: 18.75TOE: 18.50TOE: 20.08TOB: 19.50TOB: 19.5020.2520.2520.2520.2520.25TOE: 19.50TOB: 21.00TOE: 19.75EX. TOBEX. TOECB-2020.0021.00TOB TOB TOB TOB 21.00M.E. 20.17TOB: 21.00TOB: 21.00CB-9STORM SEWER INLET TABLEStructure NameCB-1CB-2CB-3CB-4CB-5CB-6CB-7CB-8CB-9CB-10CB-11CB-12CB-13CB-14CB-15CB-16CB-17CB-18CB-20MES-1MES-2BOTTYPEType CType CType CType CType CType CType CTYPE EType CTYPE EType CType CType CType CType CType CType CType CType CCONCCONCTOPTYPEUSF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 6290USF 4155 6209USF 6290USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209USF 4155 6209??? ?????? ???NORTHING1144625.221144498.121144498.281144498.311144498.521144498.731144498.731144498.901144347.571144498.771144498.931144499.081144499.241144499.391144499.301144499.461144499.851144499.771144533.051144497.891144570.23EASTING861061.03'861348.61'861300.69'861252.59'861204.63'861156.66'861108.53'861060.53'861030.05'861012.61'860964.61'860916.61'860868.61'860820.62'860772.61'860724.61'860676.62'860628.62'860536.35'861376.61'860431.82'RIM18.7518.2518.2518.2518.2518.2518.2518.2518.7518.2518.2518.2518.2518.2518.2518.2518.2518.2519.5021.5822.02IN INV:15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (N)15.50 (E)15.50 (S)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)15.50 (E)OUT INV:15.50 (S)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (N)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)15.50 (W)16.00 (W)BOTTOMELEV.14.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.5014.0014.00PIPE TABLEPipe NameP-1P-2P-3P-4P-5P-6P-7P-8P-9P-10P-11P-12P-13P-14P-15P-16P-17P-18P-22P-23Size14x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x2314x23Length1262848484848484848152484848484848484898111Slope0.00%1.79%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%MaterialElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCPElliptial RCP19-3197 OF 12PAVING, GRADING, DRAINAGE,& UTILITY PLANA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEPGD & Utility (2)LAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455SURVEY NOTES:ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND AREGIVEN IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.N.G.V.D29 = N.A.V.D.88 + 1.5NOTE TO CONTRACTOR:1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEADUTILITIES TO BE COORDINATED WITH SERVICE PROVIDERPRIOR TO CONSTRUCTION.2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORECOMMENCEMENT.3. CONTRACTOR TO REGRADE & SOD ALL DISTURBED AREAS.4. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TOTHE EXTENT THAT COULD BE DISCERNED ON AS-BUILTDRAWINGS AND/OR HISTORIC CONSTRUCTION PLANS FORTHE FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLEFOR CONFIRMING THE ACTUAL LOCATION OF EXISTINGUNDERGROUND UTILITIES. ANY DISCREPANCIES SHALL BEREPORTED TO THE OWNER AND ENGINEER OF RECORDIMMEDIATELY.MATCH LINE SEE SHEET 6DETENTION AREADRAINAGEAREA 'A'DRAINAGEAREA 'B'DRAINAGEAREA 'C'DRAINAGEAREA 'D'DRAINAGEAREA 'E'DRAINAGEAREA 'F'DRAINAGEAREA 'G'DRAINAGEAREA 'H'DRAINAGEAREA 'J'DRAINAGEAREA 'K'DRAINAGEAREA 'L'DRAINAGEAREA 'M'DRAINAGEAREA 'N'DRAINAGEAREA 'O'DRAINAGEAREA 'P'DRAINAGEAREA 'Q'DRAINAGEAREA 'I'DETENTIONAREAMINIMUM PERIMETERBERM TO BE 20.25 NAVDAREA TO NOT BECLEARED. AREA TO BEREGARDED PER FINALCONSTRUCTION PLANS.1.44 AC.UPLAND PRESERVE------------------------MIN PERIMETER BERM 20.25 NAVD(CONTRACTOR TO GRADETO MATCH EXISTING)(4:1 MAX SLOPE)MIN PERIMETER BERM 20.25 NAVD(CONTRACTOR TO GRADETO MATCH EXISTING)(4:1 MAX SLOPE)MIN PERIMETER BERM 20.25 NAVD(CONTRACTOR TO GRADETO MATCH EXISTING)(4:1 MAX SLOPE)INSTALL 24"x24" WIDE12" DEEP SUMPW/ 12"-2" GRAVEL BOTTOM17.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.5017.50BBSEE SECTION A-AON SHEET 8 OF 11SEE SECTION B-BON SHEET 8 OF 11MIN PERIMETER BERM 20.25 NAVD(CONTRACTOR TO GRADETO MATCH EXISTING)(4:1 MAX SLOPE)INSTALL 24"x24" WIDE12" DEEP SUMPW/ 12"-2" GRAVEL BOTTOMLEGENDEXISTING CONCRETEEXISTING SPOT ELEVATIONPROPOSED FLOW ARROWEXISTING UTILITY POLE21.82GOPHER TORTOISEEX. OAK TO BE PRESERVEDEX. PINE TO BE PRESERVEDEX. PALM TO BE PRESERVEDPROPOSED GRADES19.80PROPOSED STABILIZED PERVIOUSPROPOSEDTRUGRID W/ ROCKPROPOSED ROCKEXISTING ASPHALTINSTALL ±475 LF12" PVC HEADER PIPETO CONNECT TO CB-18INSTALL PARKINGSTALL STRIPING (TYP)INSTALL HANDICAPPARKING STALLPER DETAIL (TYP)INSTALL C/O(5' OFF BUILDING)INSTALL 73 LF6" SDR-26 @ 1%INSTALLGRINDERSTATIONPER DETAILSRIM: 22.00INSTALL 625 LF2" FORCE MAINCONTRACTOR TORELOCATE EX. GRINDER.CONNECT 2" FORCE MAINTO EX. FORCE MAININSTALLGORE STRIPINGSTRIPING FOR SEMI-TRUCKSFOR VISUAL PURPOSES ONLYINSTALL STRIPING TO MATCHEX. PARKING STALL STRIPING1%1%1%1%1%1%1%1%1%1%1%1%1%1%1%1%1%1%1%1%0.3%@ 192'0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%1%1%1%1%1%1%1%1%1%1%0.3%
0.3%
0.3%
0.3%
0.3%
0.3%INSTALL6" WHITE STRIPEINSTALL 925 LF2" PEWATERSERVICE TO BEPLACED MIN 3'FROM EXISTING8" WATER MAIN(MIN 36" COVER)2WATER SERVICE CONNECTION REVISED PER ADDITIONAL AS-BUILT DRAWING05-05-2020INFORMATION3ADDED FPUA DETAILS05-05-202024REVISED PLANS PER COUNTY COMMENTS05-21-202044555REVISE CB-8 & CB-10 TO TYPE E, REVISE CB-20 RIM ELEV, & REVISE P-5 PIPE SIZE06-18-2020555Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, PGD & Utility (2), 6/18/2020 12:53:33 PM, Jessica, EDC, Inc.
SECTION A-A10+00.00 TO 11+62.38SCALE: 1" = 5'V, 50'HF.G. 19.49E.G. 21.310+0019.2421.3F.G. 16.50E.G. 21.310+5016.5021.2F.G. 16.50E.G. 21.211+0018.3621.1F.G.E.G. 21.211+50F.G.E.G. 21.211+62SECTION B-B20+00.00 TO 20+31.75SCALE: 1" = 5'V, 50'HF.G. 19.64E.G. 19.620+0020.0120.0F.G. 19.81E.G. 19.820+3219-3198 OF 11PAVING, GRADING, & DRAINAGEDETAILSA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEPGD DetailsLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455EX. GRADEFINISHEDGRADEBOTTOM DETENTION AREADRAINAGEAREA 'P'PERIMETER BERM20.25 NAVDGRADE TOMATCH EX.(4:1 MAX SLOPE)NOTES:1. REFER TO F.D.O.T. FOR ADDITIONAL INDEXES 425-001, 425-010, AND 425-052FOR INFORMATION.2. TUCK FILTER FABRIC EDGE UNDER SOD TO PREVENT LOOSE ENDS.3. SOD ALL DISTURBED AREAS AND SWALE SIDE BANKS.MODIFIED TYPE "E" CONTROL STRUCTURENOTES:1. CONSTRUCT TYPE "E" INLET PER FDOT INDEX #425-052.2. DRAINFIELD ROCK SHALL BE NO. 4 COARSE AGGREGATE.3"3"16.8115.0020.0018.453"3"PLEX. GRADEDRAINAGEAREA 'Q'FINISHEDGRADEPERIMETER BERM20.25 NAVDGRADE TOMATCH EX.(MAX 4:1 SLOPE)TYPICAL PAVEMENT SECTION2.5" TOTAL ASPHALT PAVEMENT1.5" FDOT Type SP 12.5 (1st Lift)1" FDOT Type SP 9.5 (2nd Lift)95% Laboratory Marshall Density8" LIMEROCK ORCOQUINA BASE98% Modified Proctor testmax. dry density,LBR min of at least 10012" min. STABILIZED SUB-BASE COURSE98% Modified Proctor test max. dry densityStabilized to an LBR of at least 40GRAVEL ROCK SECTION6" GRAVEL ROCK(NO. 57 STONE)8" LIMEROCK ORCOQUINA BASE98% Modified Proctor testmax. dry density,LBR min of at least 10012" min. STABILIZED SUB-BASE COURSE98% Modified Proctor test max. dry densityStabilized to an LBR of at least 40NOTE: 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 MAX. SPACING LIN.FT. SQ.FT. MAX. SPACING LIN.FT. SQ.FT. MAX. SPACING LIN.FT. SQ.FT.ITEMS TO BE TESTEDDENSITY L.B.R. THICKNESSSPACING OR REQUIRED ROADWAY / PARKING AREA TESTS300 10,000300 10,000300 10,000300 10,000300 10,000300 10,000PER INSP. PER INSP.300 10,000300 10,000300 10,000SECTION C-C14 MAX14 MAXBERMEL: 20.25M.E. ±19.25M.E. ±19.252'BERM4'4'SECTION D-D14 MAX14 MAXTOB: 19.50BERM EL: 20.25(GRADE TO M.E. @4:1 MAX SLOPE)TOB: 19.50BOTTOM: 16.503'12'VARIES12'10'EL: 19.80Min. LBR 4014" Stab. SubgradeNOTES:Stabilized Grass Area1. Sod all disturbed areas.STABILIZED GRASS AREA DETAIL2. Contractor to water the grass area until turf grass is 100% established prior to final acceptance.3. The subbase material to a depth of 14" should have a minimum Limerock Bearing Ration (LBR) value(FDOT FM 5-515) of 40 and it should be compacted to at least 98% of its modified Proctor (ASTM D1557or AASHTO-180) maximum dry density.4. Bahia sod shall be used for Stabilized Grass Area. See Sod notes on Specifications Sheet 11.311ADD STABILIZED GRASS AREA DETAIL04-28-2020Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, PGD Details, 6/18/2020 12:53:38 PM, Jessica, EDC, Inc.
19-3199 OF 12UTILITY DETAILSA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEUtility DetailsLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455HYDRO PUMPS, INC.6512 NW 13TH COURTPLANTATION, FL 33313(954) 583-3303DUPLEX SUBMERSIBLE LIFT STATIONFIBERGLASS WET WELL & VALVE VAULTPUMP MAKE/MODEL: MYERS WG20LIFT-OUT MAKE/MODEL: MYERS SRA1253ADDED FPUA DETAILS05-05-20203Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, Utility Details, 6/18/2020 12:53:40 PM, Jessica, EDC, Inc.
19-31910 OF 12UTILITY DETAILSA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEUtility Details (2)LAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-24553ADDED FPUA DETAILS05-05-20203Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, Utility Details (2), 6/18/2020 12:53:41 PM, Jessica, EDC, Inc.
19-31911 OF 12FPUA DETAILSA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATEFPUA Details (3)LAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.PARED. REUSE OF AND IMDCBF3ADDED FPUA DETAILS05-05-20203Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, FPUA Details (3), 6/18/2020 12:53:46 PM, Jessica, EDC, Inc.
19-31912 OF 12SPECIFICATIONSA1-TRUSS EXPANSIONST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJLWDCB02APR2019-319 engineering (06-18-2020).dwgFILENAMEAS SHOWNSCALEDATESpecsLAYOUTTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987
772-462-2455 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987
772-462-2455GENERAL NOTES 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE-CONSTRUCTIONMEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE-CONSTRUCTION MEETING, APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. 6. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990. 7. AS-BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, TWO (2) BLACK LINE COPIES AND ONE (1) DIGITAL FORMAT (CAD & PDF) OF A CERTIFIED AS-BUILT SURVEY. DRAWINGS SHALL BE IN STATE PLANE COORDINATES AND MEET PSLUSD REQUIREMENTS. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO FINAL APPROVAL. THE AS-BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI-PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS-BUILT PLANS SHALL BE COVERED UNDER PAY ITEM 102-2A. 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING PLAN. 9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS DATED 2018-19, AND STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION DATED 2018. UTILITY CONSTRUCTION TO CONFORM TO THE PSLUSD UTILITY STANDARDS MANUAL DATED 2015.10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC & PRIVATE UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES.11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY:GEODETIC INFORMATION CENTERATTN: MARK MAINTENANCE CENTERATTN: M/CG - 1626001 EXECUTIVE BOULEVARDROCKVILLE, MD 20852TELEPHONE: (301) 443-8319ST. LUCIE COUNTY SURVEYORATTN: ROD REED, PLS2300 VIRGINIA AVENUEFORT PIERCE, FL 34982TELEPHONE: (772) 462-172112. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT “APPROVED FOR CONSTRUCTION” SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION.13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING.14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW SHOP DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN INTERNAL REVIEW AND APPROVAL PROCESS.15. CONCRETE SHALL BE CLASS I - 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615.16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY.17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AWWA CURRENT STANDARD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE PSLUSD SPECIFICATIONS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT DIRECTIONS.18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY / COUNTY ENGINEER AT THE EXPENSE OF THE CONTRACTOR.19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF-SITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED AS A PRE-CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER REPAIRS.20. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES / BUSINESSES IN THE PROJECT AREA.PAVING, GRADING AND DRAINAGE NOTES 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED DENSITIES. 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS. 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF THE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE, BUT MAY NOT BE LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS SHALL BE PERFORMED AT THREE (3) LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE; THESE DENSITY REQUIREMENTS ARE THE MINIMUM. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH THE LOCAL APPROVING AUTHORITY PRIOR TO CONSTRUCTION OR BIDDING OF THE PROJECT. 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT. 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C.STORM SEWER NOTES 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS MORE STRINGENT. 2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS-BUILT GRADE ELEVATIONS ARE APPROVED BY THE ENGINEER. 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL BE SODDED TO AVOID EROSION. 4. THERE IS TO BE NO OFF-SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ON-SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR OFF-SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS. 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS-BUILT REQUIREMENTS. 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION REPORT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY MANAGEMENT SYSTEM. 9. INLETS (PER FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS 425 / 430): INCLUDES THE LIST OF MATERIALS / INSTALLATION / DEWATERING STABILIZATION / AS-BUILT SURVEYING / TESTING. ALL STRUCTURES WILL REQUIRE THREE (3) COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT.10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.11. HDPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS. MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE.12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT STANDARD SPECIFICATIONS.FILTER FABRIC (STORM PIPE JOINTS)THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO. 430-001 WITH WOVENGEOTEXTILE TYPE D-3 (F.D.O.T. SECTION 985), SECURED W / STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A MINIMUM OF 18INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE.DEWATERINGSTORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN WRITING BYTHE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL PERFORM ALL DEWATERINGACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE FOLLOWING METHODS: SOCK DRAINS, WELLPOINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED INACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THEEXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIALENCOUNTERED AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITYFOUNDATION OF THE TRENCH, SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPSUSED TO LOWER THE WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BEDISPOSED OF IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEINGPERFORMED, CREATE A PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUEDPERMITS. THE OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS OR TO THESURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY AGENCIES, PRIOR TOCONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE PRIVATEPROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY OWNER.CONFLICTSIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO LOCATESTRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHERE ACTUALCONFLICTS ARE UNAVOIDABLE, WORK SHALL BE COORDINATED WITH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE ASLITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL BENOTIFIED PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES ANDPROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS.SOD 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. 2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING. 4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE-FLOWING AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE FLORIDA FERTILIZER LAWS IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND WARRANTY OF THE PRODUCT. FERTILIZER SHALL HAVE AN AVAILABLE PLANT FOOD ANALYSIS OF 18-0-10 OR EQUIVALENT PLANT FOOD VALUE AND SHALL BE MIXED WITH THE TOP 3 TO 4 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT THE RATE OF 1 POUND PER 1,000 SQ. FT. NOT TO EXCEED 2-4 LBS. PER YEAR. ALL FERTILIZERS MUST BE AT LEAST 50% SLOW RELEASE NITROGEN AND CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED AND VERIFIED AS PHOSPHORUS DEFICIENT BY THE UF-IFAS EXTENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN ACCORDANCE WITH PORT ST. LUCIE CITY ORDINANCE 14-10. 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, AND BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A 'U' WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. 8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER. 9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. SOIL EROSION PLAN 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON-SITE SOILS WILL REMAIN ON-SITE AND WILL NOT ERODE INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE, THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, SILTATION BARRIERS SHALL BE UTILIZED AS PER THE MOST RECENT FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL. THE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES SHALL BE STAKED WITH SILTATION FENCES AS PER THE MOST RECENT FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL TO AVOID FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF-SITE DISCHARGES WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. WATER QUALITY NOTES 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY AUTHORIZED BY THE PERMIT. 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT. 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THE PERMIT. 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A PROJECT'S SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS-BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF FLORIDA AND TWO SETS OF AS-BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) THE PROFESSIONAL USES AS-BUILT DRAWINGS TO SUPPORT THE AS-BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL. 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF-SITE, THE CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS.10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. EARTHWORK AND RELATED OPERATIONS 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED. 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY EARTHWORK OR RELATED OPERATION. 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. COMPACTION 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES. SOIL RECOMMENDATION AND REQUIREMENTS PLEASE REFER TO GFA REPORT 19-2974.00 DATED JUNE 21, 2019 1. STRIPPING AND GRUBBING: DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN ½ INCH, OR SMALL ROOTS IN A DENSE STATE, SHOULD BE GRUBBED AND COMPLETELY REMOVED WITHIN AND TO A DISTANCE OF 5 FEET BEYOND ROADWAY LIMITS. PROOF-ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VlBRATORY ROLLER TRAVELING AT “WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 98% OF THE MODIFIED PROCTOR (AASHTO T-180) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 3 FEET IN THE ROADWAY AREA. ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. 2. FILL REPLACEMENTS:• WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE.• FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND), INORGANIC (CLASSIFIED AS SP/GW) CONTAINING NOT MORE THAN 5% (BY WEIGHT) FIBROUS ORGANIC MATERIALS AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (AASHTO T-180) MAXIMUM VALUE.• FILL MATERIAL HAVING SILT/CLAY-SIZE FINES IN EXCESS OF 10% SHOULD NOT BE USED, INCLUDING CYCLONE SAND MATERIAL.• REFER TO LANDSCAPING PLANS FOR GUIDANCE ON ANY FILL MATERIAL TO BE LOCATED IN ANY PLANTING AREAS. 3. EXCAVATION AND BACKFILLING:• WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPTH. SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (AASHTO T-180) MAXIMUM VALUE. BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (AASHTO T-180) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE OF 180 TONS. 4. FOOTING EXCAVATION: SEE SOILS LABORATORY RECOMMENDATIONS. 5. GROUNDWATER:• HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY. 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS:• ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO COMPACT. 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM. EXCAVATION FOR STRUCTURES AND PIPES 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN ACCORDANCE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND SHALL BE INCIDENTAL TO OTHER WORK. 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS OTHERWISE SHOWN ON THE PLANS. PIPE AND STRUCTURE BACKFILL 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS. 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. CLEAN-UP 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION OPERATIONS. 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN OWNER AND CONTRACTOR”. 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE-CONSTRUCTION CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY.FOUNDATION PREPARATION 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO BE PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS AND SHALL BE PROOF-ROLLED TO A MINIMUM OF 120% OF THE ASTM D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED AND ALL OF THE SOFT OR LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM OF 120% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS (I.E. STUMPS, DEBRIS. ETC.) WILL BE AS SHOWN ON THE DRAWINGS. 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE DONE IN ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS. 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON. 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. TOLL FREE 1-(800) 432-4770 PAVEMENT MARKING AND SIGNAGE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710 AND 711, FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED BRICKS SHALL BE USED IN LIEU OF PAINT. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS, LOCAL COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTURAL POSTS OR SIGN BODIES, ETC.. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY FDOT. 3. TURN LANES SHALL BE STRIPED PER FDOT INDEX 711-001 IN THEIR ENTIRETY TO INCLUDE EDGE STRIPING, CROSS WALKS, AND TURN ARROW PLACEMENT. ALL FINAL ROADWAY STRIPING SHALL BE THERMOPLASTIC INSTALLED PER FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION 711.3ADDED FPUA DETAILS05-05-2020Z:\EDC-2019\19-319 - A-1 Truss Expansion\ENGINEERING\AutoCAD\DWGs\19-319 Engineering (06-18-2020).dwg, Specs, 6/18/2020 12:53:51 PM, Jessica, EDC, Inc.