<br />PLOT PLAN
<br />LOT 71
<br />CRESTVIEW" HILLS
<br />PASCO COUN'TY. FLORIDA.
<br />PRELlMINA~Y DRAWING:
<br />THIS PLAN IS FOR PERMITTING PURPOSES
<br />ONL Y, NOT FOR CONSTRUCTION. VERIFY
<br />ALL DIMENSIONS BEFORE ANY CONSTRUCTION.
<br />
<br />PROPOSED
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 133.50'
<br />GARAGE AREA:
<br />ELEVATIONS REFERENCED TO
<br />NA TlONAL GEODETIC VERTICAL
<br />DA ruM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />DESCRIPTION:
<br />LOT 71 MAP OR PLAT ENTITLED "CRESNlEW HILLS", AS
<br />RECORDED IN PLAT BOOK ___I PAGES ___ THROUGH
<br />OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0295 D
<br />
<br />LEGEND:
<br />----- = PROPOSED DRAINAGE flOW
<br />(00.00) = PROPOSED GRADE
<br />E-OO.OO = EXISTING GRADE
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<br />SKETCH ONLY
<br />NOT A BOUNDARY SURVEY
<br />
<br />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />NORTHERl Y LOT LINE Of lOT 71 BEING N 89'36'03" 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 />UNDERGROUND FOOTER, STEM WAll, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN,
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<br />
<br />00 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 />· = 10' DRAINAGE & UTIUTY EASENENT
<br />.. = 5' DRAINAGE EASEMENT
<br />
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<br />25.00' ~n,; -------
<br />
<br />lOT 72
<br />
<br />N 89'36'03" E
<br />
<br />-------
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<br />
<br />110.00'
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<br />~5 c;
<br />u 60'-0" I
<br />29..~'
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<br />
<br /> LOT 77
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<br /> lOT 78
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<br />
<br />S 89'36'03" W
<br />
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<br />''1,j .
<br />I
<br />
<br />-----
<br />
<br />110.00'
<br />
<br />-----
<br />
<br />LOT 70
<br />
<br />NOTES:
<br />lOT GRADING TYPE = A
<br />PROPOSED PAD ELEVATION =
<br />FRONT SET BACK = 20'
<br />SIDE SET BACK = 7.5'
<br />REAR SETBACK = 15'
<br />
<br />133.00'
<br />
<br />LOT =~6OQ.OO _50. FT.
<br />LIVING AREA "'-1lli--50. FT.
<br />ENTRY =_lL_.-5o. FT.
<br />GARAGE =__376 __SO. FT.
<br />COVERED LANAI =-mE.-50. FT.
<br />PATIO =_N A_.-50. FT.
<br />POOL AREA =_N .-50. FT.
<br />CONC. DRIVE =_J2a.__SO. FT.
<br />Alc & CONC PAD =_2-_.-50. FT.
<br />SIDEWALK =--1Lt_-so. FT.
<br />SIDE YARD SWALE =-!Wp-_SO. FT.
<br />CONSERVATION AREA =_~_50. FT.
<br />LOT OCCUPIED =_~_-"
<br />AREA TO IRRAGATE =_~_-"
<br />
<br />EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />(C) - CALCULATED DATA, (D)' DEED DATA. (M)" MEASURED DATA, (P)" PLAT DATA, t" CENTERLINE. A/C- AIR CONDITIONER, B/C- BACK OF CURB. C/S-
<br />CONCRETE SLAB, CHe CHORD. CHB= tHORO 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 ROO. FN80. FOUND NAIL a DISK, FPP. FOUND PINCHED
<br />PIPE, LFE- LOWEST FLOOR ELEVATION, MAS.. MASONRY, OR. OFFICIAL RECORD BOOt<, PB' PLAT BOOt<. PCP- PERMANENT CONTROl POINT. PAM- PERMANENT
<br />REFERENCE ~ONUMENT. R/W- RIGHT OF WAY, R- RADIUS. SIR"SET I/l' IRON ROO a CAP No. 4493. SN8Q- SET NAil a DISK. TBM- TENPORARY BENCHMARK.
<br />U/P- UTiliTy POlE, W/F- WOOD FENCE. (R) _ RADiAl
<br />
<br />
<br />o!~
<br />WAY) (
<br />
<br />JOHN R, BEACH & ASSOCIATES, INC,
<br />SURVEYORS AND MAPPIi:RS
<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 />04(04-( 07
<br />DATE
<br />LBf4493
<br />
<br />Square F~et:
<br />
<br />6600.00 f:
<br />
<br />US HONE
<br />
<br />SfoAS
<br />
<br />Scole:
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote: PlOT PlAN 4/3/05 BB
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions:
<br />
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