COM AT SE/C OF BLK 8 SUW RIVER SPRINGS UNIT 1
A SUBDIVISION AS PER PLAT THEREOF RECORDED IN
PLAT BOOK 1 PAGES 31-32 PUBLIC RECORDS OF
GILCHRIST COUNTY FOR POR SAID PT BEING AN...
Legal Description
COM AT SE/C OF BLK 8 SUW RIVER SPRINGS UNIT 1
A SUBDIVISION AS PER PLAT THEREOF RECORDED IN
PLAT BOOK 1 PAGES 31-32 PUBLIC RECORDS OF
GILCHRIST COUNTY FOR POR SAID PT BEING AN
IRON ROD AT THE INTERSECTION OF N R/2 LN OF
US HIGHWAY 19/STATE RD 55 & WESTERLY R/W LN
OF FORMER CSX RAILROAD (ABANDONED) THENCE RUN
ALG N R/W LN OF US HIGHWAY NO. 19/STATE ROAD
55 S 89 DEG E 149.24 FT TO AN IRON ROD
MARKING THE INTERSECTION OF N R/W LN OF US
HIGHWAY NO 19/STATE ROAD NO. 55 A& WEATERLY
R/W OF FORMER CSX RAILROAD (ABANDONED) THENCE
DEPARTING FROM THE N R/W LN OF US HIGHWAY NO
19/STATE ROAD 55 RUN N 29 DEG W ALG EASTERLY
R/W LN OF FORMER CSX RAILROAD (ABANDONED)
1201.11 FT TO A CONCRETE MONUMENT THENCE RUN
N 29 DEG W ALG SAID EASTERLY R/W LN OF FORMER
CSX RAILAROD 16.95 FT TO AN IRON ROAD THENCE
DEPARTING FROM EASTERLY R/W LN OF FORMER CSX
RAILOARD (ABANDONED) RUN N 88 DEG E A
DISTANCE OF 61.34 FT TO AN IRON ROD THENCE
RUN N 181.93 FT TO AN IRON ROD THENCE RUN N
90 DEG E A DISTANCE OF 363.91 FT TO AN IRON
ROD THENCE RUN S 173.55 FT TO AN IRON ROD
THENCE RUN N 88 DEG E 584.18 FT TO AN IRON
ROD ON WESTERLY R/W LN OF AN EXISTING 60 FT
PRIVATE ROAD R/W THENCE RUN N 45 DEG E ALG
SAID WESTERLY RD R/W 150 FT TO AN IRON ROD
THENCE DEPARTING FROM SAID R/W LN RUN N 44
DEG W 723.14 FT TO AN IRON ROD & POB THENCE
RUN N 1232.81 FT TO AN IRON ROD SAYING PT
LYING 15 FT (MEASURED PERPENDICULAR) S OF S
LN OF LAND CONVEYED IN OFFICIAL RECORDS
INSTRUMENT NO 2005004311 PUBLIC RECORDS OF
GILCHRIST COUNTY FL THENCE RUN N 88 DEG 3
PARALLEL TO AND 15 FT S OF S LN OF SAID
CONVEYED LANDS A DISTANCE OF 1931.56 FT TO
APT ON W R/W LN OF STATE ROAD 26(100 FT R/W)
SAID PT LYING 15 FT S OF SE/C OF SAID LANDS
CONVEYED IN OFFICIAL RECORDS INSTRUMENT NO.
2005004311 THENCE RUN S ALG SAID R/W LN
1539.60 FT TO A PT OF INTERSECTION OF W R/W
LN OF STATE ROAD 26 & N R/W LN OF AN
EXISTING 60 FT PRIVATE ROAD R/W THENCE
DEPARTING FROM W R/W LN OF STATE ROAD 26 RUN
S 89 DEG W ALG N R/W LN OF SAID EXISTING 60
FT PRIVATE ROAD R/W 1081.69 FT TO A POINT OF
CURVE THENCE RUN ALG SAID CURVE (BEING
CONCAVE SOUTHEASTERLY HAVING A CENTRAL ANGLE
OF 44 DEG 00 MIN 05 SEC A RADIUS OF 255 FT A
CHORD BEARING & DISTANCE OF S 67 DEG W 191.06
FT) AN ARC DISTANCE OF 195.83 FT TO A PT OF
TANGENT ON WESTERLY R/W LN OF SAID EXISTING
60 FT PRIVATE ROAD R/W THENCE RUN S 45 DEG W
ALG WESTERLY R/W LN OF EXISTING 60 FT PRIVATE
ROAD R/W 224.44 FT TO POB
61/485 143/481 157/323 198/565
230/356 230/361 2002/5788
2003/813 2003/2797 UTIL EASE-
MENT 2005/3448 2005/4335 2010/
672 201821001391 201921001077 UTIL EASEMENT
202121000990 202321000763
202421000285 202521004023