HomeMy WebLinkAboutApproved Site PlanSTEEL BOULEVARD(PRIVATE ROAD)02-25-1981ORB 350 PG 1113-28-1985ORB 461/ PG 707-20-1987ORB 550/ PG 2208PROP. 10' LANDSCAPE BUFFERPROP. 10' LANDSCAPE BUFFERPROP. 10' LANDSCAPE BUFFER
PROP. 10' LANDSCAPE BUFFER
S00° 04' 38"W 250.00'WVWV MEX.MON.WELLEX.TEL.BOXEX. FIREHYDRANTEX. 8" PVC WATER MAINEX. 8" PVC WATER MAIN1703170517061707170917101719171717161721172017261723MATCH LINE 1 15.00' WIDE FPUA EASEMENTPER ORB. 765, PG. 226301.08'100'19.33'150'65'100'BREAK ROOM 101OFFICE 102OFFICE 103MALE 104FEMALE 105STORAGE 106ELEC./AIR COMP. 108CLEANROOM 107PROPOSED ONE-STORYMANUFACTURING BUILDINGOFFICE AREA = 2,900 S.F.MANUFACTURING AREA = 30,100 S.F.CANOPY/FUTURE ADDITION = 6,500 S.F.TOTAL AREA = 39,500 S.F.F.F.E. = 21.50HEIGHT = 35 FT.PHASE 1CANOPYPHASE 2FUTURE ADDITION 6,500 S.F.OFFICE AREA = 2,900 S.F.MANUFACTURING AREA30,100 S.F.12:1SLOPE12:1SLOPEFLUSHEX. 24" RCP@ 0.20% (LBFH)EX. CATCHBASINTOP EL. 17.51 (NAVD 88) (EDC)18.75 (NGVD 29) (LBFH)17.24 (NAVD 88) (LBFH)INV. EL. 14.15 (NGVD 29) (LBFH)12.64 (NAVD 88) (LBFH)EX. CATCHBASINTOP EL. 17.94 (NAVD 88) (EDC)19.25 (NGVD 29) (LBFH)17.74 (NAVD 88) (LBFH)INV. EL. 14.25 (NGVD 29) (LBFH)12.74 (NAVD 88) (LBFH)EX. 18" RCP @0.20% (LBFH)S89° 52' 43"W 610.04'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'S00° 04' 38"W 250.00'N89° 52' 43"E 610.04'N0° 04' 38.00"E 250.00'WVWVMWVFD C PIVWVANDERSON-WELLS LLCPARCEL: 1430-322-0001-000-0FUTURE LAND USE: MXDZONING: ILREARDEN STEEL MANUFACTURING LLCPARCEL: 1430-322-0001-010-3FUTURE LAND USE: MXDZONING: ILANDERSON-WELLS LLCPARCEL: 1430-322-0001-000-0FUTURE LAND USE: MXDZONING: ILANDERSON-WELLS LLCPARCEL: 1430-322-0001-000-0FUTURE LAND USE: MXDZONING: IL1722172517241718171317041700170117021708EX. 6' BARBED WIREFENCE (TO REMAIN)EX. 6' BARBED WIREFENCE (TO REMAIN)EX. 6' BARBED WIREFENCE (TO REMAIN)#8 - CBRIM EL. 19.65#9 - CBRIM EL. 19.65#4 - CBRIM EL. 20.00#6 - CBRIM EL. 19.45#2 - CBRIM EL. 19.55#1 - CBRIM EL. 19.55#3 - JBRIM EL. 20.9±#5 - CBRIM EL. 20.00#7 - CBRIM EL. 19.45171217111715171441ELEV. FT. NAVD
19.0020.0021.0022.0023.0018.00EX. GRADEEL. VARIES19.5± - 20.4±T/CURB EL.VARIES21.15 - 20.75EOP EL. VARIES20.65 - 20.2524.00TYPE 'F'CURB &GUTTER10'SOD2'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.Know what's below.Call before you dig. www.callsunshine.comIt's fast.It's free.It's the law.19-4511REVISION COMMENTS
DRAWN BY
DESIGNED BY
RWF
RWF
17 JANUARY 2020
19-451 (01-08-2021).dwg
FILENAME
1" = 30'
SCALE
DATE
SITE PLAN
LAYOUT
DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987' 772-462-245510250 SW VILLAGE PARKWAYSUITE 201PORT SAINT LUCIE, FL 34987' 772-462-24558www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTALST. LUCIE COUNTY
STEEL BOULEVARD
SITE PLAN
FLORIDA 10-16-2020 REVISED SITE PLAN PER SLC DRC COMMENTS 03-17-2020.SLC PROJECTNUMBERMNSP-2202025687LEGAL DESCRIPTIONCOMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OFSECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN SOUTH ALONG THEEAST LINE OF SAID SOUTHWEST 1/4, 445.00 FEET; THENCE SOUTH 89°47'08"WEST 1,733.52 FEET TO THE POINT OF BEGINNING. FROM THE POINT OFBEGINNING RUN SOUTH 89°52'43" WEST 610.04 FEET; THENCE SOUTH 00°04'38"EAST, 250.00 FEET TO THE POINT OF BEGINNING. SITUATE IN ST. LUCIECOUNTY, FLORIDA.SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EASTCONTAINING 152,510 S.F., 3.501 ACRESPARCEL ID #:1430-321-0001-000-7PROJECT NAME:SOUTH STEEL BOULEVARDOWNER/DEVELOPER: MASSA FAMILY HOLDINGS, LLC222 SW 21st TERRACEFORT LAUDERDALE, FL 33312SITE DATAFUTURE LAND USE: MXD MIXED USEZONING:IL INDUSTRIAL LIGHTGROSS SITE AREA152,510 S.F. (3.501 AC) = 100.00%IMPERVIOUS AREA126,992 S.F. (2.915 AC) = 83.27%PROPOSED BUILDING 33,000 S.F. (0.758 AC) = 21.64%CANOPY/FUTURE ADDITION 6,500 S.F. (0.149 AC) = 4.26%PROPOSED PAVEMENT 60,724 S.F. (1.394 AC) = 39.82%PROPOSED CONCRETE 26,768 S.F. (0.614 AC) = 17.55%PERVIOUS AREA (OPEN SPACE) 25,518 S.F. (0.586 AC) = 16.73%FLOOD ZONE:THE SITE LIES IN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCYMANAGEMENT AGENCY FLOOD MAP 12111C0160J, SAINT LUCIE COUNTY,FLORIDA WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012.OAK TREES PRESERVED# SIZE REQUIRED(INCHES) MITIGATION1710 36 721717 10 201718 6 121721 7 141722 12 241723 6 1217257 14172610 20OAK TREES TO BE REMOVED# SIZE REQUIRED(INCHES) MITIGATION1711401712 40171419381715 14281716 14281719 1020PINE TREES PRESERVED# SIZE REQUIRED(INCHES) MITIGATION172480PINE TREES TO BE REMOVED# SIZE REQUIRED(INCHES) MITIGATION1702 401703401705 18361709 1836171360PALMSPRESERVED1 172094 18865 1148050 72 10PALMS ARE 10' (CT)CLEAR TRUNK.PINE & OAK TREES ARE MEASURED @ (DBH) 412' ABOVE GRADE.PALMS TOBE REMOVED0 0#TREE COUNT (MITIGATION)188 + 0 = 188 (TO BE PRESERVED)114 + 72 = 186 (TO BE REMOVED)2 MITIGATION (CREDITS)1 inch = ft.( IN FEET )3030BUILDING SETBACKSIL (INDUSTRIAL - LIGHT)FRONT BUILDING SETBACK (25')REAR BUILDING SETBACK (20')SIDE BUILDING SETBACK (10')BUILDING DATAOFFICE AREA= 2,900 S.F.MANUFACTURING AREA = 30,100 S.F.CANOPY/FUTURE ADDITION = 6,500 S.F.GROSS FLOOR AREA = 39,500 S.F.BUILDING HEIGHTONE STORY (HEIGHT OF 35 FT.)MAXIMUM BUILDING HEIGHT = 50 FT.PROVIDER OF UTILITIESELECTRICAL:FPLWATER:FPUAWASTEWATER: SLC UTILITIESTELEPHONE:AT&TPARKING CALCULATIONINSTITUTE OF TRANSPORTATION ENGINEERS PARKINGGENERATION, 5th EDITIONMANUFACTURING (140) - 0.92 SPACES PER 1,000 G.F.A.GENERAL OFFICE (710) - 2.39 SPACES PER 1,000 G.F.A.PARKING REQUIRED:30,100 S.F. MANUFACTURING AREA(30,100 X 0.92) / 1,000 = 28 SPACES 6,500 S.F. CANOPY/FUTURE MANUFACTURING (6,500 X 0.92) / 1,000 = 6 SPACES 2,900 S.F. OFFICE AREA(2,900 X 2.39) / 1,000 = 7 SPACESPARKING REQUIRED:= 41 SPACES (2 HC)PARKING PROVIDED:= 43 SPACES (2 HC)LOADING SPACE REQUIRED: = 2 SPACES (12'x55')DRAINAGE SYSTEMALL STORMWATER WILL BE COLLECTED THROUGH A SERIES OF INLETSTHAT WILL DISCHARGE TO A ROAD SIDE SWALE AT THE NORTH SIDE OFTHE PROPERTY. THE STORMWATER WILL THEN FLOW TO A OFF-SITEDRY DETENTION AREA TO THE EAST OF THE SITE. THE STORMWATERWILL THEN FLOW INTO A WET RETENTION AREA THAT WILL THEN FLOWINTO THE EX. POND OFF-SITE. THE STORMWATER WILL THE DISCHARGEINTO THE F.P.F.D.D. CANAL No. 25 NORTH OF THE SITE. FPFDD CRITERIAFOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED.TRAFFIC STATEMENTINSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 10thEDITIONMANUFACTURING (140)GENERAL OFFICE (710)(AVERAGE RATES UTILIZED)AVERAGE RATE PROJECT S.F. TRIPSWEEKDAY DAILY TRIPS:MANUFACTURING (140) 3.93/1,000 S.F. 36,600 S.F. = 144GENERAL OFFICE (710) 9.74/1,000 S.F. 2,900 S.F. = 28TOTAL TRIPS = 172A.M. PEAK HOUR OF GENEATOR:MANUFACTURING (140) 0.81/1,000 S.F. 36,600 S.F. = 30GENERAL OFFICE (710) 1.47/1,000 S.F. 2,900 S.F. = 4TOTAL TRIPS = 34P.M. PEAK HOUR OF GENERATOR:MANUFACTURING (140) 0.79/1,000 S.F.36,600 S.F. = 29GENERAL OFFICE (710) 1.42/1,000 S.F. 2,900 S.F. = 4TOTAL TRIPS = 33NOTE: TREES PLACED WITHIN 10 FT OF DRAINAGE STRUCTURES ORPIPE SHALL INCLUDE A ROOT BARRIER PRODUCT TO PROTECT THEDRAINAGE SYSTEM.HAMMOND RD
TREASURE COASTINTERNATIONALAIRPORT ANDBUSINESS PARKVICINITY MAPSCALE: 1"= 600'SAINT LUCIE COUNTY, FLORIDASITESTEEL BOULEVARD#PROP. (1) 18' x 30' DRAINFIELD (540 S.F.)W/ 1,900 S.F. UNOBSTRUCTED AREAPROP. (1) 750 GAL. DOSING TANKPROP. (2) 1,250 GAL. SEPTIC TANKSCONCRETEFILLED STEELBOLLARDS (TYP.)12" FLUSHHEADER CURBTYP.PROPOSEDPAVEMENT24'x12' CONCRETE DUMPSTER PADW/ 6' HIGH MASONRY WALL & 100%OPAQUE GATES W/ RECYCLEDUMPSTER (SEE DETAIL)12'x55' LOADINGZONEPROP. WATERMETER & RPZCONCRETEWHEEL STOPS(TYP.)PROPOSEDWATER SERVICESANITARY SEWER SERVICEPROPOSEDPAVEMENT9H.C. SIGNS& STALLS(SEE DETAIL)9PROPOSEDPAVEMENTPROPOSEDPAVEMENT810'610.4'10'R5'51.33'148.47'10'
TYP18'120'R5'10'
TYP 18'10'TYP18'5'5'R5.25'10.5'R5'10'610'TYP12'5'12'10.5'R5.25'18'12.67'17.67'75'148.82'26'40'51.33'95.48'10'10'95.14'98.67'49.5'R12'10.08'58'10'10'TYP18'70.67'R5'76.08'41.34'
10'R12'R12'R12'R12'36'39.67'R30'R12'R12'R50'R5'36'11.06'10'
10'10'TYPR5'18'26'510'
32'12'x55'LOADINGZONE24" STOP BAR6" FIRE LINEW/ DDCVPROP.FDCEXISTING POWER POLETO BE RELOCATEDMEEX. OAK TREE TO BEREMOVEDEX. CABBAGE PALM TREETO BE REMOVEDEX. PINE TREE TO BEREMOVEDEX. PINE TREE TO BEPRESERVEDEX. CABBAGE PALM TREETO BE PRESERVEDEX. OAK TREE TO BEPRESERVEDTREE NUMBEREXISTING METERPROPOSED STANDARD DUTYPAVEMENTPROPOSED CONCRETEEXISTING UTILITY POLEEXISTING CATCH BASINEXISTING PAVEMENTEXISTING CONCRETEHANDICAP STALLPROPOSED MITEREDEND SECTIONPROPOSED SIGN01PROPOSED HEAVY DUTYPAVEMENT93.66'130.38'PROP. FPLTRANSFORMERPROPERTY LINE CROSS SECTION(TYP)TRAILER STORAGE AREATRAILER STORAGE AREA26.38'
43.05'OF 3
EX. DRAINAGEMANHOLERIM=17.80'EX.TEL.BOXEX. 8" PVC WATER MAIN18.118.6418.8618.6317.818.418.6918.9118.671
9
.
3
1
8
.
2
18.9118.8117.61
8
.
1
1
7
.
5
1
8
.
1
18.017.818.9419.141
9
.
0
1
8
.
7
1
8
.
319.0819.4519.201
8
.
6 19.219.3219.6519.4518.718.919.301
8
.
9
1
9
.
1 19.0819.219.3MATCH LINE 1 O.R. BOOK 459, PAGE 2756ST. LUCIE CO. CLERK OF COURT
NORTH LINE OFTHE SOUTHWEST 1/4 OFSECTION 30, TOWNSHIP 34 SOUTH,RANGE 40 EASTPCN: 14301330025000413934691489566565140914861414141514185051438143751014391441143614451470561148414851481148014931479DRY RETENTION AREA28,824 S.F. (0.662 AC) 12.7%MIN. T/BERM EL. 19.6BOTTOM EL. 15.5SUMP EL. 14.5CONTROL EL. 14.50BLEEDER EL. 17.61S.L.C. CANAL No. 25(90' R/W)EX. 8" PVC WATER MAINE
X
.
8
"
P
VC
W
A
T
E
R
M
A
IN
30024300383005030049300483005630046144230047300543005330052300553007680011300703006330015300163001730019CB #8 (1)Construct 48 LF24" x 38" ERCP @ 0.00%CB #12 (1)Construct 25 LF15" RCP @ 0.00%CB #7 (1)Construct 25 LF15" RCP @ 0.00%800038001280013Construct 105 LF19"x30" ERCP @ 0.00%WVWVWVWV23005230082301023009230072300623016230122301323014230152302523011EX. FIREHYDRANTE
X
.
C
A
T
C
H
B
A
S
I
N
E
L
E
V
.
=
1
7
.
8
3
E
X
.
C
A
T
C
H
B
A
S
I
N
E
L
E
V
.
=
1
7
.
0
6EX. CONC. HEADWALLTOP EL. 16.68 (NGVD 29) (LBFH)15.17 (NAVD 88)INVERT EL.13.43 (NGVD 29) (LBFH)11.92 (NAVD 88)EX. 48 L.F. 24" RCP@ 0.20% (LBFH)EX. STORM MANHOLETOP EL. 18.40 (NGVD 29) (LBFH)16.89 (NAVD 88)INVERT EL. 13.51 (NGVD 29) (LBFH)12.00 (NAVD 88)EX. 24" RCP@ 0.20% (LBFH)EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGPAVEMENTEXISTINGPAVEMENTEXISTINGCONCRETEEXISTINGCONCRETEEXISTINGCONCRETEEXISTINGCONCRETETOETOETOETOETOBTOBTOBTOBTOBTOBTOBTOBTOB8+009+0010+001
1+
0
0
1
2
+
0
0
13+0014+0015+0016+0016+50TOB 18.5TOB
1
8
.
5C.E
.
1
4
.
5
NAVDG.B
.
1
2
.
5
TOB 18.5
C.E. 12.5 NAVD
G.B. 12.5TOB 18.5C.E. 14.5 NAVDG.B. 12.5C.E. 14.5 NAVDG.B. 12.5TOE 2.5TOE 2.5TOE 2.5TOE
2
.
5 PROPOSED
2
0
'
LAKEMAIN
TENANCE
EASEMEN
T
PROPOSED 20' LAKE MAINTENANCE EASEMENTPROPOSED 20' LAKE MAINTENANCE EASEMENT PROPOSED 20' LAKE MAINTENANCE EASEMENTL1L
2
L3ALIGNMENT LINE DATALINE #L1L2L3L4L5L6LENGTH1002.64'115.74'294.51'201.17'345.38'201.17'BEARINGN89° 52' 43"EN44° 45' 18"ES89° 51' 55"ES0° 07' 17"EN89° 52' 43"EN0° 07' 17"WALIGNMENT CURVE DATACURVE #C1C2C3C4RADIUS150.00'150.00'50.00'50.00'LENGTH118.13'118.80'78.54'78.54'15.00' WIDE FPUA EASEMENTPER ORB. 765, PG. 22615.00' WIDE FPUA EASEMENTPER ORB. 765, PG. 226EX. 6' BARBED WIRE FENCEEXISTING LAKE1.02 AC @ C.E.TOP OF BANK EL. 18.50BOTTOM EL. 2.5051SECT LS-1SCALE: 1" = 10' H1" = 3' VTOP OF BANKELEV. 18.521BOTTOM ELEV. = 2.5 NAVD10'6'4'VARIES - SEE PLANPROPOSED 20'LAKE MAINTENANCE EASEMENT(L.M.E.) (SOD)10'20'2'NOTE:SOD ALL LAKE SLOPES AND LAKEMAINTENANCE EASEMENT (LME)12'CONTROL ELEVATION = 14.5 NAVD5141GRADE BREAKEL. 12.5 NAVDGRADE BREAKEL. 12.5 NAVDTOP OF BANKELEV. 18.515'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.Know what's below.Call before you dig. www.callsunshine.comIt's fast.It's free.It's the law.19-4512REVISION COMMENTS
DRAWN BY
DESIGNED BY
RWF
RWF
17 JANUARY 2020
19-451 (01-08-2021).dwg
FILENAME
1" = 30'
SCALE
DATE
SITE PLAN (2)
LAYOUT
DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987' 772-462-245510250 SW VILLAGE PARKWAYSUITE 201PORT SAINT LUCIE, FL 34987' 772-462-24558www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTALST. LUCIE COUNTY
STEEL BOULEVARD
LAKE SITE PLAN
FLORIDASLC PROJECTNUMBERMNSP-22020256871 inch = ft.( IN FEET )3030PROPOSED 10'WIDE CONCRETESTAGING AREAPROPOSED LAKE0.543 AC. @ CONTROL ELEV.TOP OF BANK EL. 18.5±CONTROL EL. 14.5BOTTOM EL. 2.5TOP OF BANKEL. 18.5±BOTTOM OF5:1 SLOPEEL. 12.5BOTTOM OF2:1 SLOPEEL. 2.5EDGE OF WATERCONTROL EL. 14.5115'±207'±10'CANTILEVER CAPINTO LAKEAA10-16-2020 REVISED SITE PLAN PER SLC DRC COMMENTS 03-17-2020.OF 3
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.Know what's below.Call before you dig. www.callsunshine.comIt's fast.It's free.It's the law.19-4513REVISION COMMENTS
DRAWN BY
DESIGNED BY
RWF
RWF
17 JANUARY 2020
19-451 (01-08-2021).dwg
FILENAME
1" = 30'
SCALE
DATE
SITE PLAN (3)
LAYOUT
DATE(DATE)DAVID C. BAGGETT, P.E.#8137510250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987' 772-462-245510250 SW VILLAGE PARKWAYSUITE 201PORT SAINT LUCIE, FL 34987' 772-462-24558www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTALST. LUCIE COUNTY
STEEL BOULEVARD
SITE PLAN DETAILS
FLORIDASLC PROJECTNUMBERMNSP-2202025687NOTES:1. FTP 20-06: TOP PORTION SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.2. FTP 21-06: TOP PORTION SHALL HAVE REFLECTIVE BLUEBACKGROUND WITH WHITE REFLECTIVE SYMBOL ANDBORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVEWHITE BACKGROUND WITH BLACK OPAQUE LEGEND ANDBORDER.3. FTP 20-06 IS FOR USE IN AREAS WHERE SPACE IS LIMITED.4. FTP 22-06 IS SUPPLEMENTAL PANEL FOR THE FTP 20-06& FTP 21-06 SIGNS.5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUNDOR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR6 FEET TO THE BOTTOM OF "$250 FINE" SIGN.6. REFER TO FDOT INDEX No. 711-001 FOR PAVEMENT MARKINGDETAILS & FDOT INDEX No. 700-102 SIGN DETAILS PER THELATEST FDOT DESIGN STANDARDS.SIGNHANDICAPPED SPACE DETAILCONCRETE STOP12'MIN.5'MIN.12'MIN.18'2'16'WHITE
BLUE
BLUE
WHITE
60°WHITE
BLUE
WHITEWHITEWHITE CONCRETE STOPPARKING BYDISABLEDPERMITONLYPARKING BYDISABLEDPERMITONLYFINE$250 MAXFINE$250 MAXFTP 20-06FTP 21-06FTP 22-06FTP 22-06BLUETYPICAL 18' PARKING STALL1" = 5'CAR STOP(TYP.)18'2'10'PAINTED STRIPE (TYP.)4"4"11'-4"11' CLEAR24'-0"22'-8"24' x 12' DUMPSTER DETAIL6'-0"12'-0"12'-0"18"STEELBOLLARD6'-0"
42"8" BANDSTUCCO8" x 8" BOND BEAMW/ 2 #5 BARS CONT.100% OPAQUE GATES (SOLIDWOOD OR METAL SHEETING)HINGES SHALL BEOUTSIDE OF 11'CLEAR AREASLOPE 1"11' CLEARNOTE: OPENING MUST BE PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE.10'-0" MIN. CLEAR8" CONCRETE BLOCK WALLS W/ STUCCO6" CONCRETE SLABWITH 6X6 #10/10 W.W.M.(fc' = 3000 psi)SLOPE 1"4" DIA. x 42" HIGH STEELBOLLARD W/ 18" EMBEDDEDINTO CONCRETE12" x 18" CONCRETEFOOTING W/ 3 #5BARS CONT.8" CONCRETE BLOCK WALLW/ STUCCO (BOTH SIDES) W/FILLED CELLS & 1 #5 BAR ATLOCATIONS SHOWNTYPICAL PAVEMENT DETAILSN.T.S.EXPANSION JOINTS @ 40' O.C.SAW CUT JOINTS @ 15' O.C.6" PORT. CEMENT CONC. PAVT. (28 DAY @ 4,000 PSI)8"COMPACTED TO 98%MAX. DRY DENSITYMOD. PROCTOR12" STABILIZED SUBGRADE (LBR 40)NOTE:1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVEDCLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OFSIX INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 OR 75 PSI FBV.2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6#10/#10 W.W.M.STANDARD PAVEMENT DETAILN.T.S.NOTE:1. THE 10-INCH BASE COURSE SHOULD BE PLACED AND COMPACTED IN TWO LAYERS.2.THE 2.5-INCH SHOULD BE PLACED AND COMPACTED IN TWO LAYERS. 1st LAYER1.5-INCH SP-12.5 & 2nd LAYER TO BE 1-INCH SP-9.5.3. PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS.PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK12" STABILIZED SUBGRADE (LBR 40)6" LIMEROCK OR COQUINA BASE COURSE (LBR 100)1 1/2" FDOT TYPE SP-9.5 ASPHALTIC CONCRETE MOD. PROCTORMAX. DRY DENSITYCOMPACTED TO 98%HEAVY-DUTY PAVEMENT DETAILN.T.S.PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK12" STABILIZED SUBGRADE (LBR 40)10" LIMEROCK OR COQUINA BASE COURSE (LBR 100)2 1/2" ASPHALTIC CONCRETE MOD. PROCTORMAX. DRY DENSITYCOMPACTED TO 98%(SEE NOTE 2 BELOW)8"6"8"6"F.D.O.T. INDEX NUMBER 520-001HANDICAP RAMP DETAILN.T.S.10-16-2020 REVISED SITE PLAN PER SLC DRC COMMENTS 03-17-2020.OF 3