FLORIDA DEPARTMENT OF TRANSPORTATION STRAIGHT LINE DIAGRAM OF ROAD INVENTORY

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1 ID 1 OF 6 SECTION BEGINS WALTON CO LINE INSIDE CITY, NOT URBAN * PONCE DE LEON HOGAN DR EB OFF FROM I-10 EB 10 8 EB WB TO I-10 WB WB ON OAK ST W MAIN ST RAILROAD ST US-90/SR L D ANDERSON RD UNSIGNED SUNRISE CIR EB ON TO I-10 EB FROM I-10 WB WB OFF JOE MANNING LN MAPLE LP MAPLE LP RUPERT WARD LN MAGNOLIA ST I-10/SR-8 I-10/SR-8 INTERSTATE 10 8 MILL X SANDY TO/FROM US-90/SR-10 BLUE DR ' ' 4.0' PVD SHLD1 - LT 5.0' PVD SHLD1 - RT ' ' ' RDWY 30.0 &VEG MED 2-2.0' C&G INSHLD ' PVD SHLD ' LWN SHLD ' ' ' RDWY 32.0 PVD MED ' PVD SHLD ' ' ' RDWY 31.0 &VEG MED 2-2.0' C&G INSHLD ' PVD SHLD ' LWN SHLD ' ' 5.0' LWN SHLD2 - LT 10.0' LWN SHLD2 - RT ' ' ' LWN SHLD ' ' 2-7.0' LWN SHLD2 Δ=28 16'53" D=3 00'" PC=0.173 PI= PC=0.861 PI=0.913 PT=0.964 Δ=16 10'07" Δ=57 28'40" PT=0.351 D=2 59'39" PT=1.127 PT=1.242 D=9 59'57" PT=1.627 PT=1.758 B=N14 43'45"E B=N13 33'08"W B=N 37'00"E B=N29 58'20"W B=N27 30'20"E B=N01 35'22"W B=N53 21'09"E Δ=2 16'34" D=0 27'" PC=1.1 PI=1.079 Δ=30 18'45" D=5 00'33" PC=1.127 PI=1.186 PC=1.427 PI=1.487 PT=1.536 Δ=29 05'42" D=9 59'59" PC=1.571 PI=1.600 Δ=51 45'47" D=13 22'32" PC=1.685 PI= " X 70' CC # ' UP # ' UP " X 120' CC " X 85' CMP # ' # ' " X 60' CC INSIDE CITY, NOT URBAN CITY & URBAN * PONCE DE LEON 3.664OUTSIDE GOVERNMENT ST AMMONS RD GRANT RD BLUE RD ' ' 2-7.0' LWN SHLD ' ' 4.0' LWN SHLD2 - LT 9.0' LWN SHLD2 - RT ' ' 12.0 PVD MED ' ' 2-4.0' LWN SHLD Δ=2 15'32" D=0 30'00" PC=2.287 PI=2.330 PT=2.372 B=N55 36'42"W PC=2.680 PI=3.268 PT=3.758 Δ=56 57'32" D=1 00'00" B=N01 20'51"E " X 56' CC " X 71' CC

2 ID 2 OF CITY & URBAN 4.000OUTSIDE MITCHELL RD ANCH VALEE RD GOOSE BURRIS D COLE DR ' ' 2-4.0' LWN SHLD ' ' 12.0' LWN SHLD2 - LT 4.0' LWN SHLD2 - RT ' ' 2-4.0' LWN SHLD ' X 3' X 70' C ' X 3' X 65' C ' X 5' X 75' C ' X 3' X 70' C #03 37' OTTER RD LINE RD PROSSER LN OTTER SANDY RD WHITE RD ' ' 8.0' PVD SHLD1 - LT 5.0' PVD SHLD1 - RT 6.0' LWN SHLD2 - RT PI=6.324 Δ=0 01'34" B=N01 22'25"E " X 83' CC " X 86' CC " X 95' CC ' X 4' X 80' C 7.3 # ' ' X 3' X 72' C

3 ID 3 OF CITY & URBAN 8.000OUTSIDE DITCH REYNOLDS LN ANCH REEDY BAY ANCH CORINTH RD HORSE BARN RD PC=8.536 PI=8.697 PT=8.856 Δ=16 52'39" D=1 00'00" B=N18 15'04E ' X 2' X 93' C " X 75' CC " X 82' CC # ' ' X 3' X 75' C # ' # ' ANCH CR GASDORF LN ADLEY RD Δ=31 49'37" D=1 59'48" PC= PI= PT= B=N13 34'32"W " X 75' CC ' X 3' X 70' C ' X 4' X 70' C # ' " X 79' CC " X 70' CC " X 66' CC " X 67' CC " X 65' CC " X 71' CC " X 68' CC 1

4 ID 4 OF GRIFFIN CIR MIXON RD " X 68' CC " X 65' CC " X 65' CC " X 74' CC " X 85' CC " X 68' CC WEST PITTMAN PRESCOTT RD VFD ENT/EXIT PINE LOG JONES LP GILLMAN RD ACKIN RD CR ' ' 12.0' PVD SHLD1 - LT 5.0' PVD SHLD1 - RT 6.0' LWN SHLD2 - RT Δ=4 07'48" D=0 15'49" PC= PI= PT= B=N17 42'21"W # ' # ' " X 62' CC " X 67' CC ' X 3' X 67' C " X 70' CC " X 70' CC " X 75' CC " X 73' CC

5 ID 5 OF COURSEY RD CR-185/PETTY CROSSRO 185 SR ASSOCIATED STATION EXCEPTION SEE ID: MP TO MP Δ=24 55'37" D=1 00'00" PC= PI= PT= B=N42 37'58"W " X 66' CC ' X 2' X 66' C " X 66' CC " X 72' CC MORRISON RD HURRICANE ASSOCIATED STATION EXCEPTION SEE ID: MP TO MP HURRICANE RD PI= Δ=0 '33" B=N42 35'25"W PC= PI= PT= Δ=44 58'49" D=1 31'08" B=N 23'24"E # ' ' X 5' X 70' C

6 ID 6 OF ASSOCIATED STATION EXCEPTION SEE ID: MP TO MP CR-2/ROYALS CROSS RD CR2A/ROYALS CROSS RD A SECTION ENDS ALABAMA STATE LINE ALABAMA STATE LINE ' ' 8.0' PVD SHLD1 - LT 8.0' WARN SHLD1 - RT END MP: NET ID LENGTH: " X 72' CC " X 85' CC " X 85' CC

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