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<br />FINAL BOUNDARY SURVEY
<br />LOT 113
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEe, 35
<br />
<br />BEARING BASIS;
<br />
<br />NORTHERL Y LOT LINE OF LOT 113 BEING N 89'21'04" E
<br />
<br />;,- SI~,~1,~) N 89' 0'41" ~ (P&M) 110.00'
<br />. . . . . . . . . . . \ (
<br />6,9' 0,1' : in ** 1:<5.6) ""
<br />;" r- ----< ~ - - - -2-5'X2,S-- - - - - -r 1:2'
<br />~ ~ . ;::; 20,2' V1N P 69,3' ,') ... '1'9,5"1'
<br />1'","'0 ~ d, ~ ;. . ". (1<6:S) \.'~"', '" I ,;"
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<br />~ 13 "?,, ~ ~>, 1 '-:~ 0,' r r-:
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<br />RESIDENCE I:: ~
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<br />LOT 113 :; C/S-A/C I
<br />57,0' (1:<J.S) -.!fA, .1,9,,4' .[,
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<br />REVIEWED BY
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<br />LOT 114
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<br />. . S 89'16'10" W (P&M) 84,82'
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<br />2' CONC CURB-E/P
<br />I (24' PAVEMENT)
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<br />N ~'~~ECHANfMLLEr-CIRCLEI35'18'
<br />($O'R/W)
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<br />CURVE DATA (P&C)
<br />RADIUS ARC LENGTH
<br />25,00' 39-45'
<br />
<br />
<br />DELTA ANGLE
<br />90'24'31"
<br />
<br />CHORD LENGTH CHORD EARING
<br />35-48' N 45'31' 4' W
<br />
<br />DESCRIPTION: :
<br />LOT 113 MAP OR PLAT ENTITLED "CRESlVIEW HILLS", AS IRECORDED IN PLAT BOOK
<br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY. FLORIDA.
<br />
<br />, TWP,
<br />
<br />25 S, RNG,
<br />
<br />21 E,
<br />
<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,
<br />
<br />UNDEllGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN,
<br />
<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 />. = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />
<br />LOT 111
<br />
<br />(1:<.,9)
<br />0,3
<br />
<br />FIR 1/2"
<br />#4493
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<br />
<br />4' METAL Ft:NCE
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<br />LOT 112
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<br />4: CONC WALK
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<br />53,
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<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 126,85'
<br />GARAGE AREA: 126,57'
<br />ELEVA nONS REFERENCED TO
<br />NA TIONAL GEODETIC VERTICA
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT,
<br />
<br />APPARENT FLOOD HAZARD ZONE: Y' COMMUNITY ANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND: I
<br />(C)= CALCULATED DATA, (0)= DEED DATA, (M)= MEASURED DATA, (P)= PL,T DATA, ~ = CENTERLINE. A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
<br />CONCRETE SLAB, CH= CHORD, CHB= CHORD 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 IR N PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL B DISK. FPP= FOUND PINCHED
<br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS,= MASONRY, OR= OFFICIAL RE ORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT. PRM= PERMANENT
<br />REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RAOIUS, SIR=SET 1/2" IRON ROD B CAP No, 4493, SNBD= SET NAIL a DISK, TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br /> JOHN R. BEACH Be ASSOCIATES. INC. Drown y. Square Feel: 8386,76 :l: LENNAR
<br />O!~ SMS
<br />SURVEYORS AND MAPPERS Checke By.
<br />911 WEST ST, PETERSBURG DRIVE
<br />OLDSMAR, FLORIDA 34677 JRB
<br />WAY (813) 854-1276 FAX (813) 855-8370 Scale;
<br /> 1"=30'
<br />
<br />
<br />NOT VALlO WITHOUT THE SIGNATURE AND Dole of Survey.
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />, Revisions; STEM WALL TIE-IN 11/16/05 WWW, FOUNDATION
<br />
<br />FINAL 4/24/0 DJB
<br />TIE-IN 12/9/d5 WWW
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