SECTION STATUS FLORIDA DEPARTMENT OF TRANSPORTATION STRAIGHT LINE DIAGRAM OF ROAD INVENTORY INSIDE CITY, AND URBAN 169.0' - 96.
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5 DTE BY 5 YR INV SLD REV BMP EMP INV SLD REV 10/03/ /17/2014 CTS CTS FFC-121/124 03/04/2015 FDOT-D /16/2014 FDOT-D4 12/16/2014 fdot-d4 SECTION STTUS FLORID DEPRTMENT OF TRNSPORTTION STRIGHT LINE DIGRM OF ROD INVENTORY 02 INT. or US ROUTE NO. I 95 STTE ROD NO. SR 9 COUNTY OWRD DISTRICT 04 RODWY ID SHEET NO: 5 OF INSIDE CITY, ND URBN INSIDE CITY, ND URBN * OKLND PRK * POMPNO BECH * MIMI * <=I-95 * <SR 9 * <I 95 PRK ND RIDE RMP CYPRESS CREEK RD 2-QUDRNT CLOVERLEF # SB ON SB OFF * MIMI * <=I-95 * <SR 9 * <I 95 C-14 MCNB RD RODWY FETURES LNE WIDTHS RE VERGED NB OFF ' ' ' WRN SHLD ' ' ' ' 13.0' WRN SHLD1 - LT 5.0' WRN SHLD1 - RT 151.0' ' PRK ND RIDE RMP CYPRESS CREEK RD NB OFF ' ' 146.0' ' ' ' 12.0' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT NB ON CNL 145.0' ' 10.0' WRN SHLD1 - LT 13.0' PVD SHLD1 - RT MCNB RD 146.0' ' 7.0' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT 158.0' ' ' ' 10.0' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT 172.0' 'L+48.0'R 5.0' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT 5.0' LWN SHLD2 - LT ' WRN SHLD1 - LT 8.0' PVD SHLD1 - RT ' ' 7.0' WRN SHLD1 - LT 5.0' WRN SHLD1 - RT ' ' 7.0' WRN SHLD1 - LT ' WRN SHLD1 - LT ' ' 10.0' PVD SHLD1 - LT 13.0' WRN SHLD1 - RT ' ' 10.0' PVD SHLD1 - LT ' ' 7.0' WRN SHLD1 - LT 13.0' PVD SHLD1 - RT ' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT ' 'L+48.0'R 10.0' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT ' 'L+48.0'R ' WRN SHLD ' WRN SHLD1 - LT 6.0' PVD SHLD1 - RT 5.0' LWN SHLD2 - RT 13.0' PVD SHLD1 - RT RODWY COMPOSITION HORIZONTL LIGNMENT CURVE DT NOT FIELD VERIFIED ï» Î =44Â 30'4 D=1 30'00 00 PC= PI= PT= STRUCTURE DESCRIPTION B=N43 40'38"E " X 38' CC - LT 1-18" X 38' CC - RT # ' # ' " X 44' CC - RT " X 56' CC " X 38' CC # ' # ' # ' # ' " X 66' CC B=N00 50'09"W " X 56' CC DISTRICT USE SIS FUN CLSS SIS CORRIDOR URBN PRIN RT INT INSIDE CITY, ND URBN * POMPNO BECH * MIMI * <=I-95 * <SR 9 * <I 95 RCE TRCK ROD NB ON SB OFF BLVD SB OFF 2-QUDRNT CLOVERLEF # 036 HM MONDVILLE RD RILROD NW 15 ST RODWY FETURES LNE WIDTHS RE VERGED NB OFF ' ' 13.0' WRN SHLD1 - LT 6.0' PVD SHLD1 - RT 172.0' 'L+48.0'R 13.0' WRN SHLD1 - LT 6.0' PVD SHLD1 - RT NB ON 179.0' ' 13.0' WRN SHLD1 - LT ' ' 9.0' WRN SHLD1 - LT 8.0' PVD SHLD1 - RT 159.0' ' 13.0' WRN SHLD1 - LT 8.0' PVD SHLD1 - RT SR- 814/TLNTIC ' ' 9.0' WRN SHLD1 - LT 13.0' WRN SHLD1 - RT NB ON HM MONDVILLE RD ' ' 5.0' PVD SHLD1 - LT 13.0' WRN SHLD1 - RT 140.0' ' 5.0' PVD SHLD1 - LT ' ' 5.0' PVD SHLD1 - LT 11.0' WRN SHLD1 - RT 167.0' ' 10.0' WRN SHLD1 - LT ' 'L+60.0'R 'L 'R RDWY 10.0' WRN SHLD1 - LT 11.0' WRN SHLD1 - RT ' 'L+60.0'R 'L 'R RDWY 8.0' WRN SHLD1 - LT 9.0' WRN SHLD1 - RT 169.0' 'L+60.0'R 'L 'R RDWY 10.0' WRN SHLD1 - LT 9.0' WRN SHLD1 - RT F.E.C ' ' ' RDWY 8.0' WRN SHLD1 - LT 7.0' WRN SHLD1 - RT 171.0' ' ' RDWY 8.0' WRN SHLD1 - LT ' 'L+48.0'R 8.0' WRN SHLD1 - LT 10.0' WRN SHLD1 - RT 157.0' 'L+48.0'R 8.0' WRN SHLD1 - LT ' 'L+48.0'R 9.0' WRN SHLD1 - LT 10.0' WRN SHLD1 - RT ' 'L+48.0'R 164.0' 'L+48.0'R 9.0' WRN SHLD1 - LT 2-5.0' PVD SHLD1 4.0' LWN SHLD2 - LT 8.0' LWN SHLD2 - LT 173.0' 'L+48.0'R 152.0' ' 9.0' WRN SHLD1 - LT 14.0' WRN SHLD1 - RT 2-5.0' PVD SHLD ' WRN SHLD1 - RT 9.0' PVD SHLD1 - RT 11.0' WRN SHLD1 - RT 9.0' WRN SHLD1 - RT 7.0' WRN SHLD1 - RT 4.0' LWN SHLD2 - LT 4.0' LWN SHLD2 - LT 8.0' LWN SHLD2 - LT RODWY COMPOSITION HORIZONTL LIGNMENT CURVE DT NOT FIELD VERIFIED PC= PI= PT= ï» Î =38Â 28'3 D=2 15'00 00 B=N00 50'09"W STRUCTURE DESCRIPTION # ' UP " X 38' - RT " X 38' CC # ' # ' " X 58' CC # ' # ' " X 54' CC " X 128' CC " X 38' CC # ' # ' " X 38' CC - LT 1-18" X 38' CC - RT # ' # ' " X 56' CC " X 58' CC " X 54' CC " X 156' DISTRICT USE SIS FUN CLSS SIS CORRIDOR URBN PRIN RT INT. Version: /24/2015
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