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<br />A PORTION OF
<br />SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST
<br />PASCO COUNTY. FLORIDA
<br />TH 15.00'(D) NOT I N CLU D
<br />FOUND 1/2' IRON ND CAP
<br />WEST 346.00'(D) 'LB 107'
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<br />94' FOUND 1/2' IRONAND CAP
<br />'LB 107'
<br />ALSO BEING PART OF THE PLAT OF
<br />Y HILLS COLONY COMPANY LANDS
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<br />IP, IR = IRON PIPE, IRON ROD
<br />CM = CONCRETE MONUMENT
<br />(F) = FIELD DERIVED MEASUREMENT
<br />(P) = MEASUREMENT PER PLAT
<br />(D) = MEASUREMENT PER DESCRIPTION
<br />It P. - PROPERTY LINE, CENTERLINE
<br />R/W = RIGHT OF WAY
<br />O = FOUND IR (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />® = FOUND IP (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
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<br />• = SET 5/8, IR 'D.C. JOHNSON LB 4514'
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<br />❑ = FOUND CM (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />■ = SET 4'x4' CM 'LB 4514'
<br />= VERTICAL CONTROL BENCHMARK
<br />,i = POWER POLE
<br />= GUY WIRE
<br />®= SANITARY SEWER MANHOLE
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<br />TELEPHONE EQUIPMENT BOX
<br />OI ELECTRIC BOX
<br />SCALE 1" = 30'
<br />W = WATER LINE
<br />Jf = METER POLE
<br />x = SPOT ELEVATION
<br />EL, = ELEVATION
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<br />.._.._.._.. .._.._.._.._.._ 0 15 30 60 A/C =AIR CONDITIONER
<br />SHEDPVC - POLYVINYL CHLORIDE PIPE
<br />= OVERHEAD POWER LINE
<br />F❑U 1/2' IRON ROD AND CAP
<br />B 07'
<br />OUN 4'x4' CONCRETE MONUMENT
<br />.65' North, 1.01' East
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<br />\ CHAIN INK FENCE
<br />. 0 0' ❑ F i y I DRAINAGE
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<br />TRACT 27 '
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<br />4MARK & 2 ; 1
<br />VAIL AND FLASHER IN ASPHALT I
<br />FOUND 4' CONCRETE MONUMENT
<br />(TOP OKEN)
<br />IN LIN( FENCE
<br />20�0'
<br />3 I-10.00' DRAINAGE
<br />> I AND LANDSCAPE ONE-STORY
<br />rn I EASEMENT(P) MASONRY BUILDING
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<br />Driftwood Subdivision
<br />Phase V
<br />T(D 19.8' (Plat Book 62, Page 71)
<br />Ar,ircle
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<br />19.3' EASEMENT)
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<br />ffiB A�� IRON ROD AND CAP I 1
<br />INAGE EASEMENT(D)
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<br />10.00' RAItAs,
<br />OUND 5/8' IRON ROD AND CAP I 1
<br />9.C.JOHNSON LB 4514' I I FOUND 5/8' IRON R AND CAP
<br />F❑ ND 1/2' IRON D A CAP
<br />DSCAPE
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<br />CHAIN INK FENCE
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<br />D UTILITY EASEMENT C HEDGE
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<br />S 89'57'23' W 640.
<br />B RY LINE
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<br />FOLD 4'x4' CONCRETE MONUMENT
<br />WATER AS
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<br />! Drif400d Phase IV—A
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<br />Book 32, page 98)
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<br />DESCRIPTION (per Official Records Book 9107, Page 3438, of the Public Records of Pasco County,
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<br />Florida)
<br />Tract 27, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East,
<br />according to the plat thereof recorded in Plat Book 1, Page 55, of the Public Records of Pasco
<br />County, Florida, LESS AND EXCEPT the South 126.00 feet of the North 141.00 feet of the West
<br />346.00 feet of said Tract 27; ALSO LESS AND EXCEPT the North 15.00 feet of said Tract 27; ALSO
<br />LESS AND EXCEPT the East 181.00 feet of the West 196.00 feet of said Tract 27.
<br />DESCRIPTION (per Official Records Book 9127, Page 3581, of the Public Records of Pasco County,
<br />Florida)
<br />Tract 27, Section 2, Township 26 South, Range 21 East, ZEPHYRHILLS COLONY COMPANY LANDS,
<br />Pasco County, Florida, LESS the South 126.00 feet of the North 141.00 feet of the West 346.00
<br />feet of Tract 27, ZEPHYRHILLS COLONY COMPANY LANDS in Section 2, Township 26 South, Range 21
<br />East, as recorded in Plat Book 1, Page 55, Public Records of Pasco County, Florida, reserving the
<br />West 15 feet thereof for road right of way and utilities; ALSO LESS AND EXCEPT that portion of
<br />land described in Official Records Book 6456, Page 1544, of the Public Records of Pasco County,
<br />Florida.
<br />THE SURVEY INFORMATION
<br />CERTIFICATION
<br />THIS SURVEY IS CERTIFIED TO THE FOLLOWING:
<br />Garden Villas, LLC
<br />Date of Field Survey: 3125/15
<br />For D,C. Johnson & Associates, Inc.
<br />Christopher H. Xynides
<br />Florida Registered Surveyor and Mapper No. 5566
<br />Florida Licensed Business Number 4514
<br />Not valid without the s/gna ture and the orlginol ralsed seal
<br />Florida llcensed surveyor and mapper.
<br />PROVIDED BY THE O#X6R/ DO NOT SCALE DRAWINGS
<br />DEVELOPER OR CONTRACTOR.
<br />The contractor shall verify all plans and existing dimensions
<br />TE IS NOT RESPONSIBLE FOR and conditions on the job site and shall immediately notify
<br />e engineer in writing of any discrepancies before
<br />THE ACCURACY OF THE
<br />proceedwith the work or be res onsible for same.
<br />PROVIDED INFORMATION. I Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com
<br />of a
<br />I HEREBY CERTIFY:
<br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA CE
<br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 ( F RIDA UI I CODE
<br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED ISK AT G II)
<br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COD , RESIDE IA
<br />EGI-ENGINEERING GREAT IDEAS, LLC
<br />William H. Roberts, P.E.
<br />1906 W. Thonotosassa Road
<br />Suite 2
<br />Plant City, Florida 33563 (�
<br />P.E. #42712 4- _
<br />TEL (813) 752-7078
<br />CA #29098 ( VALID WrrHOUT FOR 9E& OR STAMP)
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<br />CLEM TRAUTWEIN
<br />SCALE:
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<br />CHECKED & APPROVED
<br />CET 4-20-15
<br />C I 4574A
<br />SHEET 2
<br />OF 16
<br />
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