FLORIDA DEPARTMENT OF TRANSPORTATION STRAIGHT LINE DIAGRAM OF ROAD INVENTORY /FC /FC-6 28/FC
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1 01// // /02/2016 HSA /08/2016 HSA /08/2016 HSA 09//2016 HSA /17/2016 METRIC /24/2016 METRIC ID 1 OF OUTSIDE US-29/SR-95 CRABTREE CHURCH RD EFFIE RD SCHOOL ENT SCHOOL ENT SCHOOL ENT ACTIVE OFF THE SHS (MP TO MP 0.610) PVD MED 2-5.0' LWN SHLD ' ' Δ=7 23'00.00" D=1 18'00 00 PC=1.272 PI=1.330 PT=1.380 B=N44 54'00"W ' X 4' X 64' CBC " X 118' CC ' X 4' X 62' CBC OUTSIDE ABRAMOVICH LN SUNSHINE HILL RD PC=2.572 PI=2.652 PT=2.710 Δ=22 42'00.00" D=3 07'00 00 B=N52 17'00"W Δ=14 35'00.00" D=2 51'00 00 PC=3.741 PI=3.824 PT=3.838 B=N29 35'00"W " X 66' CC " X 60' CC " X 80' CMP " X 80' CC " X 64' CC " X 72' CC Version: /08/2016
2 01// // /02/2016 HSA /08/2016 HSA /08/2016 HSA 09//2016 HSA /17/2016 METRIC /24/2016 METRIC ID 2 OF OUTSIDE GIBSON RD PILGRIM TR Δ=5 17'11.00" D=1 '00 00 PC=5.875 PI=5.937 PT=5.970 B=N44 10'00"W " X 64' CC " X 66' CC " X 64' CC ' X 4' X 64' CBC ' X 4' X 65' CBC ' X 3' X 64' CBC " X 70' CC OUTSIDE PINE CIRCLE DR WHITE ASH RD SEELY RD PINE CIRCLE DR CHAUDRON RD HOLLY PARK LN WHITE ASH RD PC=6.530 PI=6.582 PT=6.832 PC=6.832 PI=7.024 PT=7.220 PC=6.832 PI=7.024 PT=7.220 Δ=16 27'00.00" D=1 36'00 00 PC=7.545 Δ=2 16'00.00" Δ=40 54'00.00" Δ=40 54'00.00" PI=7.646 D=0 08'00 00 D=0 08'00 00 D=2 00'00 00 PT=7.739 B=N49 27'00"W B=N47 16'00"W B=N06 17'00"W " X 84' CC " X 64' CC " X 70' CMP " X 86' CMP ' X 4' X 82' CBC Version: /08/2016
3 01// // /02/2016 HSA /08/2016 HSA /08/2016 HSA 09//2016 HSA /17/2016 METRIC /24/2016 METRIC ID 3 OF OUTSIDE Δ=24 23'00.00" D=4 26'00 00 PC=8.020 PI=8.072 PT=8.4 B=N22 44'00"W PC=8.741 PI=8.857 PT=8.948 Δ=48 25'00.00" D=4 26'00 00 B=N47 07'00"W ' X 3' X 66' CBC ' X 3' X 76' CBC ' X 3' X 106' CBC ' X 5' X 74' CBC " X 58' CC TUNGOIL RD MASON RD HOWELL RD HOWELL RD CURVE DATA NOT FIELD VERIFIED Δ=0 39'00.00" D=0 16'00 00 Δ=27 20'00.00" D=4 17'00 00 PC= PC= PI= PI=10.5 Δ=30 26'00.00" PT= PT= D=4 28'00 00 B=N01 18'00"E B=N00 39'00"E B=N26 41'00"W PC= PI= PT= " X 66' CC " X 52" X 64' CMP " X 42" X 64' CMP " X 64' CMP Version: /08/2016
4 01// // /02/2016 HSA /08/2016 HSA /08/2016 HSA 09//2016 HSA /17/2016 METRIC /24/2016 METRIC ID 4 OF CR-/ N HWY ASSOCIATED STATION EXCEPTION SEE ID: MP 14.3 TO MP Δ=26 29'00.00" D=2 30'00 00 PC=.580 PI=.670 PT=.740 Δ=20 56'00.00" D=3 36'00 00 Δ=31 48'00.00" D=4 13'00 00 PC=.229 PC= PC= PI=.323 Δ= 36'00.00" PI= PI= PT=.430 D=1 29'00 00 PT= PT= B=N 45'00"E B=N30 14'00"W B=N17 38'00"W B=N38 34'00"W " X 64' CMP ' X 6' X 0' CBC " X 72' CMP CR-/S HWY CR-A/ ARTHUR BROWN A ASSOCIATED STATION EXCEPTION SEE ID: MP 14.3 TO MP CR-A/HWY A A ERNEST WARD MID SCH ERNEST WARD MID SCH WALNUT HILL VFD ESC CO SHERIFF DEPT ' ' 8.0' PVD SHLD1 - RT 6.0' LWN SHLD2 - LT ' ' 10.0' PVD SHLD1 - RT 6.0' LWN SHLD2 - LT CURVE DATA NOT FIELD VERIFIED PC= PI= PT= Δ=13 37'00.00" D=2 52'00 00 PC= Δ=20 10'00.00" PI= Δ=20 24'00.00" Δ=52 22'00.00" D=1 39'00 00 PT= D=3 35'00 00 D=3 11'00 00 B=N70 22'00"W B=N50 '00"W B=N64 09'00"W B=N37 45'00"W PC= PI= PT= PC= PI= PT= " X 70' CMP " X 70' CC " X 36" X 64' CC " X 136' CC " X 110' CC ' X 4' X 78' CBC ' X 3' X 66' CBC " X 86' CMP Version: /08/2016
5 01// // /02/2016 HSA /08/2016 HSA /08/2016 HSA 09//2016 HSA /17/2016 METRIC /24/2016 METRIC ID 5 OF WIGGINS LAKE RD 16.7 LITTLE PINE BARREN ORCHARD LN CR-164/HWY GOBBLER RD KANSAS RD ' ' ' PVD SHLD1 45.0' ' 10.0' PVD SHLD1 - RT 6.0' LWN SHLD2 - LT ' ' 10.0' PVD SHLD1 - LT 5.0' PVD SHLD1 - RT 6.0' LWN SHLD2 - RT Δ=19 00'00.00" D=3 40'00 00 Δ=30 23'00.00" D=3 36'00 00 PC= PC= PI= PI= Δ=36 23'00.00" PT= PT= D=2 38'00 00 B=N14 37'00"E B=N04 23'00"W B=N34 46'00"W PC= PI= PT= # ' BR " X 62' CC " X 52" X 62' CMP ' X 2' X 68' CBC PELT RD SANDY HOLLOW CREEK PINE FOREST RD FICKLIN RD ' WARN SHLD1 - RT ' WARN SHLD1 - LT 5.0' PVD SHLD1 - RT '.0 PVD MED ' PC= PI= PT=18.6 Δ=3 45'00.00" D=0 51'00 00 PC= Δ=3 35'00.00" PI= D=0 47'00 00 PT= B=N34 46'00"W B=N01 37'00"E B=N05 '00"E " X 82' CC # ' BR " X 66' CC Version: /08/2016
6 01// // /02/2016 HSA /08/2016 HSA /08/2016 HSA 09//2016 HSA /17/2016 METRIC /24/2016 METRIC ID 6 OF NOKOMIS RD MEADOWS LN CR-4/W HWY PINE BARREN CHURCH R GREENLAND RD '.0 PVD MED ' PC= PI= PT= PC= Δ=28 01'30.00" PI= D=2 25'00 00 PT= B=N08 57'00"E B=N19 04'30"W B=N13 01'30"E Δ=32 06'00.00" D=3 35' " X 64' CC ' X 2' X 82' CBC ' X 3' X 64' CBC ' X 6' X 72' CBC SECTION ENDS ALABAMA STATE LINE SHOPPING CENTER ENT ALABAMA STATE LINE END MP: NET ID LENGTH: B=N13 01'30"E " X 66' CC ' X 4' X 66' CBC Version: /08/2016
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