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R45.00'XXXXXXXXPARKING AREASPECIAL WARRANTY DEEDO.R.B 1989. P.G 54474'EL0-000-8EROLAN89°50'59"W 1130.59'S89°50'59"E 1107.11'N03°22'34"E 453.22'18.00'137.13'50.44'203.26'EXISTING1-STORY MANUFACTURINGBUILDING A2590 KINGS HIGHWAYFT. PIERCE, FLORIDA±63,750 S.F.EXISTINGOFFICEBUILDING B5,000 S.F.EXISTING32'X40' COVERED AWNING1,280 S.F.SIMU PROPERTIESPARCEL ID: 1336-221-0000-000-4LAND USE: TVCZONING: AG-1 COUNTEXISTINGCONTROL STRUCTURERIM: 18.44'(TOP TO BE REPLACED WITH MANHOLE)(PIPE TO BE ADDED FORCONNECTION TO NEW POND)EXISTING18" PLASTIC CULVERTEXISTINGRETENTION POND±63,907 S.F. (1.47 AC.)(OUTLINE FROM APPROX SHORELINE)(TO BE FILLED)PROPOSED PARKING AREAEXISTINGLUMBERSTORAGE AREAPROPOSEDLUMBERSTORAGE AREAEXISTINGCATCH BASIN(TYP)100'50'100'50'EXISTINGCONC SLABEXISTINGA/C PADFOUND 5/8" IRONROD & CAP NO IDEXISTINGA/C PAD90.00'10.00'100.00'10.00'100.00'10.00'100.00'10.00'100.00'10.00'100.00'10.00'100.00'10.00'100.00'10.00'100.00'10.00'PROPOSED10' LANDSCAPEBUFFER30.48'163.98'396.03'PROPOSEDTYPE "D" CURBPROPOSEDTYPE "D" CURBSECTION A-APROPOSED10' LANDSCAPEBUFFERADJACENT PARCELPNC:1336-231-0002-000-9ONWER:PHILIP C GATES JRPROPOSEDDUMPSTER32.05'50.18'101.33'410.54'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'15.74'39.24'26.00'26.00'50.00'EXISTINGPAVERS PATHPROPOSEDMANUFACTURINGBUILDING C33,600 S.F.R45.00'26.00'131.17'138.51'126.97'25.00'262.15'147.30'624.02'238.40'ADJACENT PARCELPNC:1336-232-0001-000-5ONWER:ST LUCIE COUNTYPROPOSEDSEPTIC PUMP STATION39.58'PROPOSEDLUMBERSTORAGE AREAwww.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYUNIT 201PORT ST. LUCIE, FL 34987 772-462-2455COPYRIGHT: 2020 BY EDC-INC: THIS FIRM EXPRESSLY RESERVES THEIR EXCLUSIVE COMMON LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE DISPERSED, REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT THE WRITTEN CONSENT OF THIS FIRM.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.20-3811 OF 4SOUTHERN TRUSSST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.dwgFILENAMEAS SHOWNSCALEDATEAS SHOWNLAYOUTDATE10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987 772-462-2455F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL#F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTALST. LUCIE W BLVD(DATE)LEGAL DESCRIPTIONTHE NORTH 452.503 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/ 4 OFSECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA,LESS AND EXCEPTING THEREFROM THE WEST 74 FEET FOR ROAD AND CANALRIGHTS-OF-WAY.LESS AND EXCEPT THAT PARCEL CONVEYED BY SPECIAL WARRANTY DEED TOST. LUCIE COUNTY RECORDED IN OFFICIAL RECORDS BOOK 1989, PAGE 544,AND ACCEPTANCE BY RESOLUTION NO. 04-274 RECORDED IN OFFICIALRECORDS BOOK 2105, PAGE 460 PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA, DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THENORTHWEST 1/4 OF SAID SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST; THENCESOUTH 89°50'58" EAST ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF THENORTHWEST 1/4 A DISTANCE OF 74.00 FEET TO A POINT ON THE EASTRIGHT-OF-WAY LINE OF KINGS HIGHWAY (S.R. 713), SAID POINT ALSO BEING THEPOINT OF BEGINNING; THENCE CONT INUE ALONG THE NORTH LINE OF THESOUTHWEST 1/4 OF THE NORTHWEST 1/4 SOUTH 89°50'58" EAST, LEAVING SAID EASTRIGHT-OF-WAY LINE A DISTANCE OF 150.00 FEET; THENCE SOUTH 03° 22'34" WEST ADISTANCE OF 453.22 FEET TO THE SOUTH LINE OF THE NORTH 452.50 FEET OF THESOUTHWEST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 89°50'58" WEST ALONGTHE SOUTH LINE OF THE NORTH 452.50 FEET TO THE SOUTHWEST 1/4 OF THENORTHWEST 1/4 A DISTANCE OF 127.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAYLINE OF KINGS HIGHWAY (S.R. 713); THENCE NORTH 00°28'02" EAST ALONG SAID EASTRIGHT-OF-WAY LINE A DISTANCE OF 452.50 FEET TO THE POINT OF BEGINNING.PARCEL CONTROL NUMBER: 1336-231-0001-000-2, 1336-240-0000-000-3OWNER:WHEELS LEASING LLC2590 N KINGS HWYFORT PIERCE, FL 34951FUTURE LAND USE:(TVC)ZONING:(IL)SITE DATAPHASE 1 997,355 S.F. 22.90 AC. 56.04%EXISTING 506,284 S.F. 11.62 AC. 28.45%ADDITION 491,071 S.F. 11.28 AC. 27.59%PHASE 2(FUTURE) 782,437 S.F. 17.96 AC. 43.96%TOTAL AREA:1,779,792 S.F. 40.86 AC.100.00%MINIMUM REQUIRED OPEN SPACE:10.00%USABLE SPACE: (5.00% OF OPEN SPACE)BUILDING DATAEXISTING BUILDING(S) = 70,030 S.F.1-STORY MANUFACTURING = 63,750 S.F.1-STORY OFFICE BUILDING = 5,000 S.F.1-STORY COVERED STORAGE = 1,280 S.F.PROPOSED BUILDING(S) = 33,600 S.F.GROUND COVERAGE OF BUILDINGS= 103,630 S.F.PROPOSED BUILDING HEIGHT:(1 STORIES) XX'-XX"(XXX")MAXIMUM BUILDING HEIGHT:50'MAXIMUM BUILDING COVERAGE:50%TOTAL BUILDING COVERAGE: 10.39%SETBACKS: FRONT: 25' SIDE: 10' REAR: 20'STORMWATER DRAINAGE:THE SURFACE WATER MANAGEMENT SYSTEM FOR THE PROJECT WILL COLLECT SITERUNOFF IN A SERIES OF INLETS WHICH WILL CONVEY THE RUNOFF TO THE EXISTINGDRAINAGE SYSTEM.SOLID WASTE:BASED ON THE INTENDED USE OF THE BUILDING, THIS PROJECT WILL UTILIZE ADUMPSTER AREA FOR SOLID WASTE AND RECYCLABLE ITEMS.HAZARDOUS WASTE:ANY AND ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STOREDON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE ANDFEDERAL REGULATIONS.LANDSCAPE:REFER TO LANDSCAPE PLAN BY OTHERS.ACCESSIBILITY AND ADA COMPLIANCE:ALL SIDEWALKS AND RAMPS WILL MEET FDOT AND ADA REQUIREMENTS.PARKING DATAREQUIRED PARKING(140) MANUFACTURING-PARKING GEN MANUAL, 5TH EDITIONEXISTING BUILDING(S)(65,030 S.F.) = 60 PARKING SPACE(S)PROPOSED BUILDING(S)(33,600 S.F.) = 31 PARKING SPACE(S)(710) GENERAL OFFICE BUILDINGEXISTING OFFICE BUILDING(S)(5,000 S.F.) = 12 PARKING SPACE(S)REQUIRED HANDICAP(INCLUDED) = 6 HANDICAP SPACE(S)TOTAL REQUIRED PARKING SPACES=103 PARKING SPACE(S)PROVIDED PARKINGEXISTING PARKING SPACE(S) = 63 PARKING SPACE(S)PROPOSED PARKING SPACE(S)=128 PARKING SPACE(S)TOTAL PARKING SPACE(S) = 191 PARKING SPACE(S)HANDICAP SPACES(INCLUDED) = 6 HANDICAP SPACE(S)TRAFFIC STATEMENTUTILITIESPROVIDER OF UTILITIES:WATER: WELLWASTEWATER: SEPTICIRRIGATION: --SOLID WASTES: WASTE MST LUCIE BLVD/COUNTY RD 608 (EAST)SITEN KINGS HWYTAYLOR DAIRY RDW ANGLE RDCANAL NO 1 RDKEEN RDSEMINOLE RD109R.J. KENNEDY, P.E.#56218PPPPPPPHHHHAAAAS 1PPPPPHHAASSSEEEE1PPPPPPHHAAASSSE1PPPPPPHHAAASSSEEE1ESAAHHHP1ESAHPHPPPHHAASSEE111AAHP11ESAAAHHPP1ESSAHP1SAHPPPHPAHSAESE11PHAE1PHASE1PPHASEE11ESASAHPPHAASE1PHAASEESAHHPESAHHPESAHPPHHAASEPHHAASEPHAASSE1PPHHAASSE11ESAAAAHHPP1ESAAHP1ES1ASAHASPAHP11ESSAAHHPPPPHHAAAASEPHAAPSHEA1A1PPHHAASSE11PPHHAASEPHHAPHH1ASE11SAHPP1ESAHPPAHHPAAHPPHAA1PHAA1PPPPHHAASSE11PPPHHAASSE11PHHAA1AAHP1ESAAAAHHPPEASAAHAPHPPHHAS1PHHASE1PPPPPPPPPPPPPPPSSSSEEE ESEEESESESEESESEESSESESEESESEESSSSESESESSSPROPOSEDPROPOSESPPPPSPPOPPSPSPPPLUMBERUMBERUERRBBEMUMUMUMBEMBSSSE1291111101010101010101010MATCHLINE SEE SHEET 2MAJOR ADJUSTMENT TO MINOR SITEPLANEXISTING METERPROPOSED MITEREDEND SECTIONPROPOSEDSIGNHANDICAP PARKING SYMBOLEXISTING CONCRETEEXISTING PAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEDRAINAGE INLETEXIST. DRAINAGE INLETPROPOSED LIGHT POLE (SINGLE)DRAINAGE FLOW ARROWPROPOSED LIGHT POLE (DOUBLE)PARKING STALL COUNTEXISTING METERPROPOSED ASPHALT PAVEMENTPROPOSED MITEREDEND SECTIONPROPOSEDSIGNHANDICAP PARKING SYMBOLEXISTING CONCRETEEXISTING PAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEDRAINAGE INLETEXIST. DRAINAGE INLETEXISTING CONCRETE LIGHT POLEPROPOSED LIGHT POLE (SINGLE)DRAINAGE FLOW ARROWPROPOSED LIGHT POLE (DOUBLE)#PROPOSED GRAVELEXISTING LIGHT POLEDRC COMMENTS DATED 6/11/202106/25/20211F.I.R.M. PANEL12111C0160JLOCATION MAPCOMMENTS FROM TAHIR CURRY ADDRESSED06/25/20212NOTE:1. EXISTING BUILDING F.F.E AND SANITARY INVERTSREFERENCED FROM MASTELLER, MOLER & TAYLOR, INC.DATED REV. 08/02/2018 CONVERTED FROM NGVD TO NAVD.2. THE AREA IN THE PREVIOUS RIGHT-OF-WAY DEDICATIONALONG KINGS HIGHWAY SHOULD BE RESTORED AND ALLPARKING SHALL BE WITHIN THE SITE'S PROPERTY LIMITS3. FUTURE CONNECTION TO WATER AND SEWER WILL BE MADECONNECTED TO FPUA SERVICES WHEN MADE AVAILABLECOMMENTS FROM DRC REPORT ADDRESSED01/24/2022324JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SITE PLAN, 2/10/2022 11:36:44 AM, James, EDC, Inc., EDC, Inc. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPDS ORDER 2020-042LESS & EXCEPTO.R.B 4455, P.G 19544' BARB WIRE FENCEARB WIRE FENCEGRASSAREATOP OF BANKN89°50'59"W 432.93'36.00'8.00'20.00'WHEELS LEASING LLCPARCEL ID: 1336-211-0000-000-3O.R.B. 4265, PAGE 2316(VACANT)LAND USE: TVCZONING: ILCANAL R/WT.O.B.T.O.B.T.O.B.APPROXIMATE SHNORTH LINE OF THE SE 1/4 OF THE NW 1/4OF SECTION 36, TOWNSHIP 34 S, RANGE 39 EHELSETH HOLDINGS LLCPARCEL ID: 1336-212-0000-000-6O.R.B. 1059, PAGE 2788(VACANT)LAND USE: TVCZONING: AG-1DITCH4' BARBED WIRE FENCE4' BARBED WIRE FENCEINTERIOR FENCINGNOT LOCATEDAS PART OF THIS SURVEYPROPOSEDRETENTION POND3.31 ACRES(144,072 S.F.)OPEN FIELDPARCEL ID: 1336-240-0000-000-3(VACANT)LAND USE: TVCZONING: ILT.O.B.C.E.GRADE BREAKT.O.E.PROPOSEDLUMBERSTORAGE AREAPROPOSEDTURN AROUND AREAPROPOSEDLUMBERSTORAGE AREAPROPOSEDLUMBERSTORAGE AREAPHASE LINEPROPOSEDGRAVEL AREA7.59 ACRES(330,440 S.F.)THIS AREA IS NOT INCLUDEDBENCH MARK #1SET IRON ROD & CAPN:1144274.72E:853629.65ELEV=18.08' (NAVD 88)SET IRON ROD& CAP LB 8098BENCH MARK #2SET IRON ROD & CAPN:1143837.45E:853627.35ELEV=17.14' (NAVD 88)SET IRON ROD& CAP LB 8098SET IRON ROD& CAP LB 8098SET IRON ROD& CAP LB 8098SET IRON ROD& CAP LB 8098S00°09'53"W177.21'N90°00'00"W118.96'S32°51'47"W744.87'N00°20'58"E250.00'N39°09'49" W96.17'N00°09'53"E1.62'N39°09'49"W0.40'N00°20'58"E78.84'N00°09'53"E96.44'N89°50'59"W724.68'S00°24'22"W452.51'0.00'100.00'10.00'100.00'10.00'100.00'10.00'100.00'PROPOSED10' LANDSCAPEBUFFERPROPOSED10' LANDSCAPEBUFFERR5.00'R5.00'R5.00'R5.00'PROPOSEDCONTROL STRUCTUREPROPOSEDOUTFALL PIPEwww.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYUNIT 201PORT ST. LUCIE, FL 34987 772-462-2455COPYRIGHT: 2020 BY EDC-INC: THIS FIRM EXPRESSLY RESERVES THEIR EXCLUSIVE COMMON LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE DISPERSED, REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT THE WRITTEN CONSENT OF THIS FIRM.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.20-3812 OF 4SOUTHERN TRUSSST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.dwgFILENAMEAS SHOWNSCALEDATEAS SHOWNLAYOUTDATE10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987 772-462-2455F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL#F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987 772-462-2455ST. LUCIE W BLVDNOTE:1. EXISTING BUILDING F.F.E. AND SANITARY INVERTSREFERENCED FROM MASTELLER, MOLER & TAYLOR, INC.DATED REV. 08/02/2018 CONVERTED FROM NGVD TO NAVD.(DATE)ST LUCIE BLVD/COUNTY RD 608 (EAST)SITEN KINGS HWYTAYLOR DAIRY RDW ANGLE RDCANAL NO 1 RDKEEN RDSEMINOLE RDR.J. KENNEDY, P.E.#56218PPPPPHHHHHHAAAAAAAAAAAAASSSSSSSSSSSSSSSSSSSSEEEEEEEEEEEEE 1111111111111111XXH1PAAAAA1111111HPPHXAAAAAAHHHMATCHLINE SEE SHEET 1MATCHLINE SEE SHEET 3MAJOR ADJUSTMENT TO MINOR SITEPLANEXISTING METERPROPOSED MITEREDEND SECTIONPROPOSEDSIGNHANDICAP PARKING SYMBOLEXISTING CONCRETEEXISTING PAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEDRAINAGE INLETEXIST. DRAINAGE INLETPROPOSED LIGHT POLE (SINGLE)DRAINAGE FLOW ARROWPROPOSED LIGHT POLE (DOUBLE)PARKING STALL COUNTEXISTING METERPROPOSED ASPHALT PAVEMENTPROPOSED MITEREDEND SECTIONPROPOSEDSIGNHANDICAP PARKING SYMBOLEXISTING CONCRETEEXISTING PAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEDRAINAGE INLETEXIST. DRAINAGE INLETEXISTING CONCRETE LIGHT POLEPROPOSED LIGHT POLE (SINGLE)DRAINAGE FLOW ARROWPROPOSED LIGHT POLE (DOUBLE)#PROPOSED GRAVELEXISTING LIGHT POLE10101010DRC COMMENTS DATED 6/11/202106/25/2021124JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SITE PLAN (2), 2/10/2022 11:36:50 AM, James, EDC, Inc., EDC, Inc. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X XXXXXXXXX 4' BARB WIRE FENCE4' BARB WIRE FENCE4' BARB WIRDITCHGRASSAREATOP OF BANKTOP OF BANKTOP OF BANKDIRT RAMP120'N89°50'54"W 1220.32'N00°24'22"E779.63'S00°20'58"W 732.45'DIRT ROADT.O.B.APPROXIMATESHORELINEPOWER POLEBARBED WIRE FENCEDIRT ROADDIRT ROADT.O.B.DITCHF.P.F.W.C.D. CANAL NO. 1EXISTINGOAK HAMMOCK AREADITCHFUTURE DEVELOPMENTPARCEL ID: 1336-240-0000-000-3(VACANT)LAND USE: TVCZONING: AG-1OPEN FIELD(VACANT)GATEF.P.F.W.C.D. CANAL NO. 3ABANDONED WELLBARBED WIRE FENCE CORNER30.1' N, 23.4' EO.H.U.DITCHFUTURE DEVELOPMENTFUTURE ACCESSPROPERTY LINES00°00'28"W 136.78'S00°24'22"W779.63'S89°50'54"E283.49'N00°08'56"E 207.58'N41°35'22"W 111.93'www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYUNIT 201PORT ST. LUCIE, FL 34987 772-462-2455COPYRIGHT: 2020 BY EDC-INC: THIS FIRM EXPRESSLY RESERVES THEIR EXCLUSIVE COMMON LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE DISPERSED, REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT THE WRITTEN CONSENT OF THIS FIRM.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.20-3813 OF 4SOUTHERN TRUSSST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.dwgFILENAMEAS SHOWNSCALEDATEAS SHOWNLAYOUTDATE10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987 772-462-2455F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL#F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987 772-462-2455ST. LUCIE W BLVDNOTE:1. EXISTING BUILDING F.F.E AND SANITARY INVERTSREFERENCED FROM MASTELLER, MOLER & TAYLOR, INC.DATED REV. 08/02/2018 CONVERTED FROM NGVD TO NAVD.(DATE)ST LUCIE BLVD/COUNTY RD 608 (EAST)SITEN KINGS HWYTAYLOR DAIRY RDW ANGLE RDCANAL NO 1 RDKEEN RDSEMINOLE RDR.J. KENNEDY, P.E.#56218PPPPPPPHHHHHHHHHHAAAAAAAAAAASSSSSSSSSSSSSEEEEEEEEEEEEEEEEEEEEEEE 1111111111111HXXH PPAAAAAAA11111111A0'58"W 0'58"W PPP. CANAL NCANALNEAAAAAAHHHPPPMATCHLINE SEE SHEET 2MAJOR ADJUSTMENT TO MINOR SITEPLANEXISTING METERPROPOSED MITEREDEND SECTIONPROPOSEDSIGNHANDICAP PARKING SYMBOLEXISTING CONCRETEEXISTING PAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEDRAINAGE INLETEXIST. DRAINAGE INLETPROPOSED LIGHT POLE (SINGLE)DRAINAGE FLOW ARROWPROPOSED LIGHT POLE (DOUBLE)PARKING STALL COUNTEXISTING METERPROPOSED ASPHALT PAVEMENTPROPOSED MITEREDEND SECTIONPROPOSEDSIGNHANDICAP PARKING SYMBOLEXISTING CONCRETEEXISTING PAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEDRAINAGE INLETEXIST. DRAINAGE INLETEXISTING CONCRETE LIGHT POLEPROPOSED LIGHT POLE (SINGLE)DRAINAGE FLOW ARROWPROPOSED LIGHT POLE (DOUBLE)#PROPOSED GRAVELEXISTING LIGHT POLEDRC COMMENTS DATED 6/11/202106/25/2021124JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SITE PLAN (3), 2/10/2022 11:36:55 AM, James, EDC, Inc., EDC, Inc. www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYUNIT 201PORT ST. LUCIE, FL 34987 772-462-2455COPYRIGHT: 2020 BY EDC-INC: THIS FIRM EXPRESSLY RESERVES THEIR EXCLUSIVE COMMON LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE DISPERSED, REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT THE WRITTEN CONSENT OF THIS FIRM.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.20-3814 OF 4SOUTHERN TRUSSST. LUCIE COUNTY FLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.dwgFILENAMEAS SHOWNSCALEDATEAS SHOWNLAYOUTDATE10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987 772-462-2455F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL#F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTAL10250 VILLAGE PARKWAYSUITE 201PORT ST. LUCIE, FL 34987 772-462-2455(DATE)R.J. KENNEDY, P.E.#562181. USE 3,000 P.S.I. CONCRETE AT 28 DAYS FOR CONSTRUCTION.NOTES:R=2"R=3/4"6"6"8"18"TYPE "D" CURB2. SUBGRADE TO EXTEND AN ADDITIONAL 6" BEYOND TYPE "D" CURB.Base6"Pav'tSubgradeTYPE "D"CURB3. TYPE "D" CURB TO BE CONSTRUCTED IN ACCORDANCE WITHFDOT INDEX #300.NOT TO SCALEEXISTING ROADWAYPav'tSubgradeBaseSubgradeBasePROPOSED ROADWAY2'2'MATERIAL BENCHING DETAIL(FOR ATTACHING TO EXISTING ROADWAY)Pav'tTYPICAL PAVEMENT SECTION8" LIMEROCK OR COQUINA BASE98% MODIFIED PROCTOR TESTMAXIMUM DRY DENSITY,LIMEROCK BEARING RATIO (LBR)OF AT LEAST 10012" STABILIZED SUBGRADE98% MODIFIED PROCTOR TESTMAXIMUM DRY DENSITY,STABILZED TO A LIMEROCK BEARINGRATIO (LBR) OF AT LEAST 401-1/2" TYPESP-9.5 ASPHALTN.T.S.CROSS SECTION A-ASCALE: 1" = 10'-0"13.0019.0016.50PLPROPERTY LINE5.00'10.00'15.00'ELEVATION(IN FEET)20.00'-5.00'21.5025.00'30.00'35.00'EARTHEN BERM(T.O.B.)25.00'30.00'35.00'PROPOSED10' LANDSCAPEBUFFERPROPOSED18' PARKING SPACESIGNHANDICAPPED SPACE DETAILCONCRETE STOP12'MIN.5'MIN.12'MIN.18'2'16'60°CONCRETE STOPCENTER LINEOF STALL (TYP.)TYPICAL 18' PARKING STALLN.T.S.WHEEL STOPS(ONLY LOCATE INHANDICAP SPACES)19'2'10'8"6" 6"1'-4"PAINTED DOUBLESTRIPES4"MAJOR ADJUSTMENT TO MINOR SITEPLAN DETAILSDRC COMMENTS DATED 6/11/202106/25/202116"TYPICAL GRAVEL SECTION8" LIMEROCK OR COQUINA BASE98% MODIFIED PROCTOR TESTMAXIMUM DRY DENSITY,LIMEROCK BEARING RATIO (LBR)OF AT LEAST 10012" STABILIZED SUBGRADE98% MODIFIED PROCTOR TESTMAXIMUM DRY DENSITY,STABILZED TO A LIMEROCK BEARINGRATIO (LBR) OF AT LEAST 40N.T.S.TYPICAL BIKE RACK DETAILN.T.S.1'1'1'1.5'1.5'3.5'4" THICK CONCRETESLAB (SLOPE 2% AWAYFROM BUILDING TODRAIN). 6X6 WIDE & 1.4X 1.4 W.W.M.THROUGHOUT WITHTWO (2) 8"X12"DIAMETER MONO.FIG'S O.C. EACH PIPESETTING.MADRIX HEAVY DUTYWINDER OR APPROVEDEQUAL. 2 3/8" DIAMETERHARDENED PIPE STEEL"RIBBON" TYPE BICYCLERACK SET IN CONCRETEMONO-FOOTING WITH PAINTFINISH.5/8" DIAMETER HEADEDSTEEL "L" STUDS,WELDED TO SIDES OFPIPE AT EACH END TO BEEMBEDDED INCONCRETE (TYP).NOTES: EACH BIKE RACK SHOULD ACCOMMODATEA MINIMUM OF FIVE (5) BIKES.1'1'4'24JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SP DETAILS, 2/10/2022 11:37:00 AM, James, EDC, Inc., EDC, Inc.