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<br />SPECIAL PURPOSE SURVEY - FOUNDATION TIE-IN
<br />LOT 129
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />BEARING BASIS:
<br />
<br />NORTHERLY LOT LINE Of LOT 129 BEING N 89'21'04
<br />
<br />I dU11 rp:. '137/
<br />
<br />N
<br />
<br />THIS SURVEY IS SUBJECT TO ANY fACTS.
<br />MAY BE DISCLOSED BY A fULL AND ACCURAh..
<br />TI TLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br />EASEMENTS AND RESTRICTIONS OF RECORD.
<br />
<br />b
<br />"l
<br />N
<br />
<br />
<br />UNDERGROUND fOOTER, STEM WALL. AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN,
<br />
<br />~
<br />
<br />.;.;
<br />-'
<br /><C
<br />(J
<br />1Il
<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 ANDIOR 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 It UTILITY EASEMENT
<br />u = 5' DRAINAGE EASEMENT
<br />
<br />LOT 130
<br />
<br /> . . . ,25,09', .
<br />tJ !, 0
<br /> 0
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<br />a::::~ (0
<br />t-~ 3:
<br />vi'i:
<br />0
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<br />0 OJ
<br />Z
<br />W b
<br />J 0
<br /> z
<br /> , . . '25:00;
<br />
<br />N 89'40'41" E 102.00'
<br />
<br />LOT 134
<br />
<br />. **:
<br />
<br />I-:~- - - - - -- - -~:-- --,
<br />iJ,5;: 50,0' . "":5;.'5.....' 'I.. 0
<br />I I ~
<br />I ~ I (0
<br />I fOUNDATION;... I w
<br />* 20.... 21.7' ONLY.,; *
<br />.....'T. "': 8.0 '=! '" 1* O'l
<br />I '" c '" 8,0' I
<br />1.3 . 6,6' ~
<br />I ~ ~S~ I b
<br />27,0' 8.0:- 31.5' 0
<br />I ,..........,...,..-/".. V1
<br />L _ _ ..J:;_ _ _ _ _ _~:_ _ _ _ .J
<br />- .~ ** .
<br />
<br />LOT 135
<br />
<br />S 89'40'41" W 102.00'
<br />
<br />LOT 12B
<br />
<br />L..-
<br />I
<br />
<br />LOT 136
<br />
<br />:;-..
<br />
<br />t
<br />
<br />PC(pyi
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X"
<br />
<br />COMMUNITY PANEL NO. 120230 0295 D
<br />
<br />LOWEST FLOOR ELEVA nONS:
<br />LIVING AREA: 150.39'
<br />GARAGE AREA: 149.89'
<br />ELEVATIONS REFERENCED TO
<br />NA T10NAL GEODETIC VERTICA
<br />DA ruM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />EFFECTIVE DATE: 9/30/92.
<br />
<br />DESCRIPTION:
<br />L.OT 129 MAP OR PLAT ENTITLED "CRESlVIEW HILLS", AS RECORDED IN PLAT BOOK ?_~,
<br />PAGES L€.'i THROUGH i ;22. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<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. CIS-
<br />CONCRETE SLAB. CH: CHORD. CHB: CHORD BEARING, CLf: CHAIN LINK FENCE, CONC: CONCRETE. COV,: COVERED, E/P: EDGE OF PAVEJoENT. ESM'T: EASEMENT.
<br />f/C: FENCE CORNER, FeM: FOUND CONCRETE MONUMENT, FIP: FOUND IRON PIPE, FIR: FOUND IRON ROO, fNBD: FOUND NAil a 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, SNBD= SET NAil a DISK. TBM- TEMPORARY BENCHMARK.
<br />U/P- UTILITY POLE. W/f- WOOD fENCE. (R) - RADiAl
<br />
<br />t~
<br />ONE
<br />WAY
<br />
<br />JOHN R. BEACH Be ASSOCIATES, INC.
<br />SURVEYORS AND MAPPERS
<br />911 WEST ST. PElERSBURG DRIVE
<br />OLOSMAR, FLORIDA 34677
<br />(B13) 854--1276 FAX (B13) B55-B370
<br />
<br />
<br />SMS
<br />
<br />quare Feet:
<br />
<br />6630,00 :I:
<br />
<br />LENNAR
<br />
<br />Checked By.
<br />
<br />Scale:
<br />
<br />JRB
<br />1"=30'
<br />
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE-IN 6/24/05 WWW, FOUNDA nON TIE -IN 7/11/05 WWW
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