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05-4656
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05-4656
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Last modified
3/6/2009 3:42:40 PM
Creation date
3/23/2007 10:46:46 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
05-4656
Building Department - Name
LENNAR HOMES
Address
7602 MERCHANTVILLE CR
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<br />PROPOSED <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 133.50' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DA ruM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />DESCRIPTION: <br /> <br />LOT 67 MAP OR PLAT ENTITLED "CRESlVIEW HILLS", AS <br />RECORDED IN PLAT Book 53, PAGES 124 THROUGH 129, <br />THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />PLOT PLAN <br />LOT 67 <br />CRESTVIEW HILLS <br />PASCO. COUN'TY, FLORIDA. <br />PRELIMINARY DRAWING: <br />THIS PLAN IS FOR PERMITTING PURPOSES <br />ONLY, NOT FOR CONSTRUCTION. VERIFY <br />ALL DIMENSIONS BEFORE ANY CONSTRUCTION. <br /> <br />LEGEND: <br />.........--- = PROPOSED DRAINAGE flOW <br />(00.00) = PROPOSED GRADE <br />E-OO.OO = EXISTING GRADE <br /> <br />W <br />-.J <br /><-) <br />0::: <br /><-) <br /> <br />1 <br /> <br />w <br />-.J.-- <br />-.J~ <br />~i <br />z <br /><{ <br />I <br /><-) <br />0::: <br />W <br />~ <br /> <br />'~oo <br /> <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 /> <br />NORTHERLY LOT LINE OF LOT 67 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. <br /> <br />o <br />,.., <br /> <br /> <br />UNDERGROUND FOOTER. STEM WALL. AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />':- <br /> <br />4i <br />...J <br /><( <br />U <br />Ul. <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 />. = 10' DRAINAGE & UTILITY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br /> <br />ti <br /> <br />25.00' <br /> <br />LOT 68 <br /> <br />.:'\ <br />cP <br />/:l)' <br />(-'j; <br /> <br />.,j" : <br /> <br />:, <br /><:>C) <br />~. <br />(-":I <br /> <br /> LOT 81 <br />'0 <br />0 <br />0 <br />ill <br />W <br />r-- <br />Lf) <br />r<) <br />C'\l <br />b <br />0 <br />(f) <br /> LOT 82 <br /> <br />N 89'36'03" E <br /> <br />------ <br /> <br />110.00' <br /> <br />4 . <br /> <br />20:50' '~I- - -- - - -*~ - -~r=9.:~:L~1 <br />~ w-r I <br />~. . . r!. 4 ~&t I <br />:: ":h26"L~'h ~ ~ ~ 1 :: <br /> <br />Lfl I ~,:.~ v I <br />r<) ~~~ <br />b I a.-Cl I <br />o * Ihh"h'h?9.:~4:~'h'hJ.. <br />z. I 0, 0' I <br />- _or- _ _ _ _ _ _ _ _ _ o~ _ _ _-..--J <br />si: ** si: _____ <br /> <br />t7,?6' <br />. ..> <br /><Y.J <br /> <br />----- S 89'36'03" W <br /> <br />110.00' <br /> <br />t7J <br />'<:'00' <br />:.J <br /> <br />I. <br /> <br />.., <br /> <br /> <br /> <br />f <br /> <br /> <br />~ PC(P) <br /> <br />LOT 66 <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 =_ 6600.00 sa. FT. <br />LIVING AREA =--1l!..~sa. FT. <br />~TRY M SQIT <br />GARAGE =~L-sa. FT. <br />COVERED LANAI =_~ sa. FT. <br />PATIO =_N A sa. FT. <br />POOL AREA = N A_sa. FT. <br />CONC. DRIVE =---ML_sa. FT. <br />AIC & CONC PAD 9 sa. FT. <br />SIDEWALK 31 sa. FT. <br />SIDE YARD SWALE =_1100_sa. FT. <br />CONSERVATION AREA =__m=sa. FT. <br />LOT OCCUPIED =_~-" <br />AREA TO IRRAGATE - 58 % <br /> <br />OF <br /> <br />APPARENT FLOOD HAZARD ZONE: Y' 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. CIS' <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 8 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 6 CAP No. 4493, SN8Q. SET NAIL 8 DISK. TBM' TEMPORARY BENCHMARK. <br />U/P= UTILITY POLE. W/F. WOOD FENCE. (R) . RADIAL <br /> <br />rawn By: <br /> <br />O!~ <br />WAY I '( <br /> <br />JOHN R. BEACH 8cASSOCIATES, INC. <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />OLDSMAR, FLORIDA 34677 <br />(81.3) 854-1276 FAX (813) 855-8370 <br /> <br />JRB <br /> <br />Square Feet: <br /> <br />6600.00 :l: <br /> <br />LENNAR <br /> <br />SMS <br /> <br />Checked By: <br /> <br />Scale: <br /> <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dote: PLOT PLAN 6 5 05 BB <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: <br /> <br />la' /07 <br />
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