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<br />SPECIAL PURPGS~ SURVEY - FORM BOARD TIE-IN
<br />LOT 19 ..
<br />CRE:;'T'JIEW HILLS
<br />PASCO COUNTY, FLORIDA.
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<br />TRACT .,. ~I
<br />LANDSCAPE J I
<br />BUFFER
<br />
<br />SEC. 35
<br />
<br />25 S, RNG.
<br />
<br />21 E.
<br />
<br />, TWP.
<br />
<br />BEARING BASIS:
<br />
<br />NORTHERLY LOT LINE OF LOT 19 BEING N 45'03'23" E
<br />
<br />N
<br />
<br />THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br />MAY BE DISCLOSED BY A FULL AND ACCURATE
<br />TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br />EASEMENTS AND RESTRICTIONS OF RECORD.
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<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
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<br />DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br />NOTES TAKE PREFERENCE
<br />
<br />DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br />PAGE INDICATES THAT PLAT IS IN
<br />PRELIMINARY STAGE AND IS SUBJECT TO
<br />CHANGE AND/OR REVISION.
<br />
<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVIDED BY CLIENT
<br />
<br />STRUCTURE TIES SHOWN HEREON ARE DERIVED
<br />DURING CONSTRUCTION AND MAY VARY UPON
<br />COMPLETION. (FORM BOARDS. FOUNDATION, OR
<br />STEM WALLS)
<br />
<br />TRACT "B"
<br />DRAINAGE
<br />EASEMENT
<br />
<br />. = 10' DRAINAGE &: UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
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<br />J 5 89'36'03' W wa:::
<br />25,00'
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<br />PCP(P).)
<br />
<br />S 89'36'03" W 113.18'
<br />
<br />LOT lB
<br />
<br />RADIUS
<br />125.00'
<br />125.00'
<br />
<br />DELTA ANGLE
<br />11'5535
<br />21 '07' 42.
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<br />IJ- '1- 00-
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 124,11'
<br />GARAGE AREA: 123,78'
<br />ELEVA TlONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICA
<br />DA ruM OF 1929. MEAN SEA
<br />LEVEL= 00,00 FT,
<br />
<br />DESCRIPTION:
<br />LOT 19 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53,
<br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />
<br />CUR\IE
<br />CI8
<br />C19
<br />
<br />CHORD LENGTH
<br />25,97'
<br />45,83'
<br />
<br />CHORD BEARING
<br />N 05'33'50 E
<br />N 22'05'29. E
<br />
<br />ARC LENGTH
<br />26,02
<br />46.10'
<br />
<br />APPARENT FLOOD HAZARD ZONE: Y' COMMUNITY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />(C)- CALCULATED DATA, (D)- DEED DATA. (M)- MEASURED DATA. (PI= PLAT DATA, t - CENTERLINE, A/C= AIR CONDITIONER. B/C= BACK OF CURB. C/S=
<br />CONCRETE SLAB, CH= CHORO, CHB: CHORO BEARING, CLF: CHAIN LINK FENCE, CONC: CONCRETE, COV.= COVERED, E/P: EDGE OF PAVEMENT. ESM'T: EASEMENT,
<br />F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN8D= FOUND NAIL & DISK, FPP= FOUND PINCHED
<br />PIPE. LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br />REFERENCE MONUMENT, R/W- RIGHT OF WAY, R- RADIUS, SIR-SET 1/2' IRON ROD a CAP No, 4493, SNaD- SET N'IL a DISK, T9M- TEMPORARY BENCHMARK,
<br />UIP- UTILITY POLE, W/F- WOOD FENCE, (R) = RADIAL '
<br />
<br />Drown By.
<br />
<br />Square Feet:
<br />
<br />9708.92 i:
<br />
<br />US HOME
<br />
<br />O!~
<br />WA Y ) (
<br />
<br />JOHN R. BEACH & ASSOCIATES, INC.
<br />SURVEYORS AND MAPPERS
<br />911 WEST ST. PETERSBURG DRIVE
<br />OLDSMAR, FLORIDA 34677
<br />(813) 854-1276 FAX (813) 855-8370
<br />
<br />Checked By:
<br />
<br />
<br />SMS
<br />
<br />Scale:
<br />
<br />NOT VAll D WI THOUT THE SIGNATURE AND ate of Survey.
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: FORM BOARD TIE-IN 8/30/05 WWW
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