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<br />SPECIAL PURPOSE SURVEY - FOUNDATION TIE-IN
<br />LOT 37
<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 />
<br />NORTHERLY LOT UNE OF LOT 37 BEING S 4513'08" E
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 142.50'
<br />GARAGE AREA: 142.00'
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAL
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00,00 FT.
<br />
<br />N
<br />
<br />THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br />MAY BE DISCLOSEO BY A FULL AND ACCURATE
<br />TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br />EASEMENTS ANO RESTRICTIONS OF RECORO.
<br />
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<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />'.-
<br />
<br />NOTE:
<br />STRUCTURE TIES SHOWN HEREON ARE OERIVED
<br />DURING CONSTRUCTION AND MAY VARY UPON
<br />COMPLETION. (FORM BOARDS, FOUNDATION, OR
<br />STEM WALLS)
<br />
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<br />
<br />DO NOT SCALE THIS PRINT. OIMENSIONS ANO
<br />NOTES TAKE PREFERENCE.
<br />
<br />DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br />PAGE INDICATES THAT PLAT IS IN
<br />PRELIMINARY STAGE ANO IS SUBJECT TO
<br />CHANGE AND/OR REVISION.
<br />
<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVIOED BY CLIENT.
<br />
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<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 />"
<br />
<br />'----
<br />
<br />
<br />· = 10' DRAINAGE & UnUTY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 7.5' DRAINAGE EASEMENT
<br />
<br />TRACT "c"
<br />DRAINAGE
<br />EASEMENT
<br />
<br />LOT 36
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<br />LOT 38
<br />
<br />DESCRIPTION:
<br />
<br />LOT 37 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS
<br />RECORDED IN PLAT BOOK 53, PAGES 124 THROUGH 129, OF THE
<br />PUBLIC RECORDS OF PASCO COUN1Y, FLORIDA.
<br />
<br />CURVE RAOIUS ARC LENGTH
<br />C26 125.00' 26.89'
<br />
<br />CURVE DATA
<br />DELTA ANGLE CHORD LENGTH CHORD BEARING
<br />12'9'37" 26.84' S 51'22'57" E
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />(C)= CALCULATED DATA, (0)= DEED DATA, (M)= MEASURED DATA, (P)= 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, FN8D= FOUND NAIL 6 DISK, FPP= FOUND PINCHED
<br />PIPE. LFE= LOWEST FLOOR ELEVATION. MAS. = MASONRY, OR= OFFICIAL RECORO 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 6 CAP No. 4493. SN6D= SET NAIL 6 DISK, TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE. (R) = RAOIAL
<br />
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<br />WAY I (
<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 />Drown By:
<br />
<br />Checked By:
<br />
<br />SMS
<br />JRB
<br />
<br />Square Feet:
<br />
<br />7723.78 :l:
<br />
<br />LENNAR
<br />
<br />Scale:
<br />
<br />
<br />J) QI \-Z-J~
<br />DAlE
<br />L8#4493
<br />
<br />NOT VALlO WITHOUT THE SIGNATURE ANO Date of Survey.
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: FORM BOARD TIE-IN 7/5/05 WWW, FOUNDATION 7/20/05 RTM
<br />
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