FLORIDA DEPARTMENT OF TRANSPORTATION STRAIGHT LINE DIAGRAM OF ROAD INVENTORY OUTSIDE CITY & URBAN * <=SR-71 * <SR 71 SE HILL BROGDON RD
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1 OF 9 SECTION BEGINS: GULF CO LINE * < GULF CO LINE SE HILL BROGDON RD 1.1 CHIPOLA PARK RD Δ=11 00'00.00" D=2 38' PC=0.000 PI=0.9 PT=0.079 PC=0.085 PI=0.135 PT=0.250 Δ=18 00'00.00" D=2 04' PC=0.625 PI=0.650 PT=0.750 Δ=21 00'00.00" D=3 11' Δ=14 00'00.00" D=1 45' PC=1.210 PI=1.275 PT=1.361 Δ=28 00'00.00" D=2 57' PC=1.820 PI=1.900 PT= " X 60' CC " X 62' CC " X 65' CC ' X 6' X 55' CBC USE * < SR SW JESSIE YON RD SW CAIN FORTNER RD CREEK CR-73A/ OAK GROVE RD CYPRESS SE B H STONE RD A ' PVD SHLD1 - LT 5.0' WARN SHLD1 - RT ' ' 5.0' PVD SHLD1 - LT 5.0' WARN SHLD1 - RT ' ' 5.0' WARN SHLD1 - LT ' WARN SHLD1 - LT PC=2.692 PI=2.740 PT=2.753 Δ=45 00'00.00" D=13 58' PC=3.822 PI=4.0 PT=4.290 Δ=59 00'00.00" D=2 23' " X 58' CC " X 67' CC # ' BR " X 61' CC USE 2.000
2 OF * < CLAYTON SHIVER RD SE COLEY OBRYAN RD ' X 8' X 60' CBC " X 50' CC " X 58' CC " X 64' CC USE * < 392 CREEK CR RIVER PITTS CHIPOLA ' PVD SHLD1 - LT 5.0' WARN SHLD1 - RT Δ=12 00'00.00" D=2 05' PC=6.233 PI=6.265 PT= " X 60' CC # ' CB " X 50' CC " X 60' CC " X 86' CC # ' BR USE 6.000
3 OF * < RIVER SW LEE BAILEY LNDG R CHIPOLA SE BLON CARTER RD SE IOLA RD SE HARRY NEEL LP SE MARYSVILLE SCHOOL ' WARN SHLD1 - LT 5.0' PVD SHLD1 - LT 5.0' WARN SHLD1 - RT Δ=27 00'00.00" D=1 58' PC=8.790 PI=8.915 PT=9.050 Δ=21 00'00.00" D=0 51' PC=9.350 PI=0.445 PT= # ' BR ' X 4.50' X 54' CBC " X 50' CC USE * < CR S A BRYANT RD CR-275/ CD CLARK RD PC= PI= PT= Δ=28 00'00.00" D=2 18' " X 33' CC " X 45' CC " X 55' CC " X 67' CC USE
4 OF * < SW CARLOS PEAVY RD SW FRED STOLTZFUS DR Δ=17 00'00.00" D=0 51' PC= PI= PT= Δ=17 00'00.00" D=0 51' PC= PI= PT= Δ=17 00'00.00" D=0 51' PC= PI= PT= " X 64' CC " X 62' CC " X 65' CC " X 64' CC USE * < SW POLE RD BRANCH LEWIS BAILEY RD BAKER SLIM TUCKER RD ' ' 2-4.0' PVD SHLD " X 62' CC " X 36" X 64' CC # ' CB USE
5 OF * < SW ABE SPGS BULLHEAD HINTON JOHNSON RD WRENNIE MOODY RD EARL WEEKS RD ' ' 2-4.0' PVD SHLD CURVE DATA NOT FIELD VERIFIED Δ=12 27'00.00" D=1 11' PC= PI= PT= PC= PI= PT= Δ=52 43'00.00" D=3 ' ' X 4' X 64' CBC " X 63' CC " X 65' CC USE * < * < SW FAIRCLOTH RD SW GRACE PEACOCK RD SW H A VARNUM RD KENNYS MILL RD H A VARNUM RD HIDDEN CRK RD SW BARFIELD RD 69 CR SW CHIPOLA RD PC= PI= PT= Δ=20 12'00.00" D=1 22' " X 65' CC " X 57' CC ' X 4' X 68' CBC " X 64' CC " X 96" X 73' CMP " X 63' CC USE
6 OF * < S * < MIMOSA ST BENTLEY POINTE APTS GASKIN ST ' LWN SHLD2 - LT CREEK SUTTON 38.0' ' 9.0' PVD SHLD1 - LT MAIN ST S * <=MAIN ST S * < SW SHERRY AVE SHERRY AVE ' PVD SHLD ' C&G SHLD2 SE ELMORE AVE FANNIN AVE SR * <=MAIN ST N * < 54.0' 'L+15.0'R 54.0' ' 'L 'R RDWY ' RDWY 11.0 PVD MED 2-2.0' C&G SHLD ' C&G SHLD2 54.0' 'L+20.0'R 'L 'R RDWY 54.0' ' 10.0 PVD MED ' RDWY 2.0' C&G SHLD1 - LT 2-2.0' C&G SHLD2 2.0' C&G SHLD2 - RT 21.8 NE CLARK AVE NW ANGLE ST NE RAILROAD AVE N * < NW DEPOT AVE UNSIGNED ' ' ' RDWY 2-2.0' C&G SHLD * <=N MAIN ST * < FOLSOM AVE ' ' ' RDWY 9.0' PVD SHLD1 - LT 2.0' C&G SHLD1 - RT 2.0' C&G SHLD2 - LT SCHOOL ENT/EXIT POST OFFICE ENT/EXIT EVANS AVE SR-69/ PEAR ST ' ' 12.0 PVD MED 2-6.0' LWN SHLD2 CHURCH ST NE ' ' 2-6.0' LWN SHLD ' ' 12.0 PVD MED 2-6.0' LWN SHLD2 NE CHARLEY JOHN ST NE CHARLIE JOHN ST N * < NW 5TH ST TH ST NE THERESA TERR NE MARGARET ST /FC-5 28/FC-5 28/FC Δ=63 34'40.00" D=5 33' PC= PI= PT= Δ=90 00'00.00" D=5 01' PC=21.3 PI= PT= PC= PI= PT= Δ=37 00'00.00" D=0 53' " X 60' CC # ' CB ' X 3' X 70' CBC " X 80' CC USE N N * < * < NW LEONARD ST NW ANGLE ST SAWMILL RD NW 11TH ST NW TERRY RD MOBILE HOME PARK MOBILE HOME PARK NE JANE ST NE ROY GOLDEN RD NE HAYES SUBDIVISION Δ=29 00'00.00" D=2 32' PC= PI= PT= Δ=18 00'00.00" D=3 25' PC= PI= PT= PC= PI= PT= Δ=20 00'00.00" D=4 31' " X 60' CC " X 60' CC " X 58' CC " X 45" X 66' CC USE
7 OF N * < NW JAP AUSTIN RD BOB GUILFORD RD NW DOUG PRICE RD NW MAGNOLIA CHURCH R JIM DURHAM RD NE LOIS FOWLER RD PC= PI= PT= Δ=12 00'00.00" D=2 40' PC= PI= PT= Δ=26 00'00.00" D=2 40' " X 64" X 48' CMP " X 65' CC USE N * < AGRI PARK RD NW SILAS WHITFIELD R NW ASHLEY SHIVER RD NE LUKE HOLLAND RD NE MORGAN TUCKER RD NE CLEMONS RD JIM GODWIN RD " X 65' CC " X 63' CC " X 62' CC ' X 6' X 85' CBC USE
8 OF N * < CR-275 NW WILLIAMS RD NE FLAT WOODS RD PC= PI= PT= Δ=36 00'00.00" D=2 36' " X 63' CC " X 66' CC " X 66' CC USE N * ALTHA * < * <=S MAIN ST * < JP PEACOCK RD JEFF FOWLER RD NW HANNA TOWER RD NE CALVIN MARTIN RD W W PUMPHREY RD NE HANNA TOWER RD Δ=12 00'00.00" D=0 48' PC=30.8 PI= PT= " X 68' CC " X 80' CC " X 63' CC USE
9 OF * ALTHA * ALTHA N * <=S MAIN ST * <=N MAIN ST * < * < * < NW POLLY BOGGS RD CR-274/NW CHIPOLA ST NW BROAD ST NW SMITH ST NW OSCAR HALL RD POST OFFICE EXIT POST OFFICE ENT NW JJ YOUNG RD NW BODIFORD RD NW RED LEVEL RD NE LOOK AND TREMBLE NE CHIPOLA ST CR-274/NE BROAD ST NE SMITH ST SCHOOL ENT NE NORTH ST NE FUQUA CIR NE MOUNT OLIVE CEMT ' ' ' RDWY ' PVD SHLD ' C&G SHLD ASSOCIATED STATION EXCEPTION SEE : MP TO MP ' ' 2-5.0' LWN SHLD Δ=26 00'00.00" D=0 59' PC= PI= PT= PC= PI= PT= Δ=8 00'00.00" D=0 32' " X 68' CC " X 50' CC " X 64' CC USE N * < SETION ENDS: JACKSON CO LINE NW SAM DUNCAN RD JACKSON CO LINE ' ' 2-5.0' LWN SHLD2 END MP: NET LENGTH: CURVE DATA NOT FIELD VERIFIED Δ=14 00'00.00" D=2 39' PC= PI= PT= Δ=10 00'00.00" D=1 05' PC= PI= PT= " X 62' CC " X 66' CC USE
FLORIDA DEPARTMENT OF TRANSPORTATION STRAIGHT LINE DIAGRAM OF ROAD INVENTORY OUTSIDE CITY & URBAN * <=SR 20 * <SR " X 89' CC 1.
ID 1 OF 7 SECTION BEGINS: BAY CO LINE 0.0 1.0 2.0 BAY CO LINE B=S89 08'00"E Δ=13 18'00.00" D=0 30' PC=1.480 PI=1.732 PT=1.980 B=N77 34'00"E 0.074 1-8' X 4' X 84' CC 0.575 1-4' X 4' X 94' CC 0.935 1-24"
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