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<br />FINAL" eOUNDARY SURVEY
<br />LOT 103
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEC. 35
<br />
<br />,TWP, 25 S, RNG.
<br />
<br />21 E,
<br />
<br />BEARING BASIS:
<br />NORTHERLY LOT LINE OF LOT 103 BEING N 89"21'04" 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.
<br />
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<br />'"
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />':-
<br />
<br />REVIEWED BY
<br />
<br />.;.;
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<br /><(
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<br />Ill.
<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 />~~
<br />
<br />~
<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 />... = 10' DRAINAGE EASEMENT
<br />
<br />,..-PC(P)
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<br /> 3.4'
<br />4' ALUMINUM
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<br />NOT INCLUDED(P) .e:-
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<br /> III
<br /> 3.4'
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<br />CONC
<br />WALL
<br />(VARIES)
<br />
<br />LOT 102
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<br />89'40'41" E .~ (P&M) 101.90'
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<br />1.5" _ i;:;_ _ _ _ _ ~ _ _ _ _~~ _ :-11.6.
<br />I : - : 20.5'
<br />.22..1." .. .. . . i? 59.3' 1<;;') :........ ...
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<br />I x ~ 1 STORY MASONRY
<br />;., RESIOENCE
<br />:1 N 1/7627
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<br />-:..:<- 7.7'
<br />XI
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<br />I 0 - .1. ...
<br />22.2' ~ 56.9. S.)
<br />... ".r.'~ im_ _ _ _ _ _ _ _ _~~ _.J
<br />1.5' : oi ** _ : 0.0'
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<br />(P&M) 101.86'
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<br />LOT 104
<br />
<br />DESCRIPTION:
<br />
<br />LOT 103 MAP OR PLAT ENTITLED "CRESNIEW HILLS", AS RECORDED IN
<br />PLAT BOOK 53, PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF
<br />PASCO COUNTY, FLORIDA.
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 150.08'
<br />GARAGE AREA: 148.94'
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAL
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0295 0 EFFECTIVE DATE; 9/30/92
<br />
<br />LEGEND:
<br />(C)= CALCULATED DATA. (D). DEED DATA, (M)= MEASURED DATA, (Pl= PLAT 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 IRON PIPE. FIR= FOUND IRON ROD, FNaD= 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, SN8D= SET NAIL a DISK, TBM= TEMPORARY BENCHMARK.
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br /> JOHN R. BEACH & ASSOCIATES, INC. Drown By: Square Feet: 6112.62 :i: LENNAR
<br />O!~ SMS
<br /> SURVEYORS AND MAPPERS Checked By:
<br /> 911 WEST ST. PETERSBURG DRIVE
<br /> OLDSMAR, FLORIDA 34677 JRB
<br />WAY (813) 854-1276 FAX (813) 855-8370 Scale: 1"=30'
<br />
<br />
<br />/217105
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey: FINAL 12 2 05AE
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: STEM WALL TIE-IN 7/20/05 WWW, FOUNDATION UPDATE 8/12/05 GH
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