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<br />PLOT PLAN <br />LOT 9, BLOC <br />SILVERADO <br />PASCO COUN <br /> <br />1 <br />PHASE 1A <br />, FLORIDA. <br /> <br /> <br />SKETCH ONLY <br />NOT A BOUNDARY SURVEY <br /> <br />PRELIMINARY RAWING: <br />ll-lIS PLAN IS FOR PE MITTlNG PURPOSES <br />ONLY, NOT FOR CONS UCTlON. VERIFY <br />ALL DIMENSIONS BEFO E ANY CONSTRUCTION. <br /> <br />DESCRIPTI N: <br />LOT 9, BLOCK ,MAP OR PLAT ENTITLED "SILVERADO <br />- PHASE 1 A", S RECORDED IN PLAT BOOK 61, <br />PAGES 71 THR UGH 75, OF THE PUBLIC RECORDS <br />OF PASCO COU TY, FLORIDA. <br />CURVE DATA <br />DELTA ANGLE <br />4T03'58" <br />68' 32'24 <br /> <br />LEGEND: <br />_________ = PROPOSED DRAINAGE FLOW <br />(00.00) = PROPOSED RADE <br />E-OO.OO = EXISTING RADE <br /> <br />,--( <br /> <br />~ "'~ \ <br />I::: "> <br />(\. <br /><:J <br /> <br />LOT 1D Co \ 12.79' <br />BLOCK 1 "': <br /> t') <br /> - ,--( <br /> ....() <br /> "':''') <br /> <if <br /> ~ <br /> ;.-.. <br /> 0 <br /> N <br /> b <br /> 0 J <br /> z <br /> / 12.79' <br /> " <br /> "'() <br /> 0,'0' , /2/ <br /> I::: '0'> <br /> <if 0" <br /> 'Vi <br /> " <br /> "'() . <br /> '0' .... <br /> o '0' <br /> <:J <br /> <br />CURVE <br />C33 <br />C34 <br /> <br />RADIUS <br />52.00' <br />30.00' <br /> <br />A C <br />.72' <br />3 .89' <br /> <br />SETTLERS COURT <br />t. _ (R/W VARIES) (p ,/o..l/eli)) <br /> <br />b. <br />.0' <br />N. <br /> <br /> <br />SEC. 04 <br /> <br />TWP._ 26 <br /> <br />21 E. <br /> <br />N <br /> <br />(Jl <br />.... <br />o <br /> <br />"- <br />'\ <br />\ <br />\ * <br />\// ..' <br /> <br />)'~~~~{~~< <br /> <br />~2.~:~''''''''' <br /> <br />S, RNG. <br /> <br />BEARING BASIS: <br />SOUTHERLY LOT LINE OF LOT 9, BLOCK 1 BEING N 70'57'46" W <br /> <br />N <br /> <br />THIS SURVEY IS SUBJECT TO ANY FACTS THAT <br />MAY 8E DISCLOSED BY A FULL AND ACCURATE <br />TITLE SEARCH. ALSD SUBJECT TD SETBACKS, <br />EASEMENTS AND RESTRICTIONS OF RECORD. <br /> <br />J. <br /> <br />-.. <br /> <br />16.00' <br /> <br /> <br />o <br />t') <br /> <br /> <br />UNDERGROUND FOOTER. STEM WALL. AND <br />UNDERGROUND UTILITIES ARE NDT LOCATED DR <br />SHOWN. <br /> <br />~ <br />'II' <br />~,,~ <br />c;, <br />~ <br /> <br />PROPOSED PLAN q <br />SEBRING I <br />ELEV "B" CD, <br />GARAGE RIGHT <br /> <br /><0 <br /> <br />'- <br /> <br />DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />NOTES TAKE PREFERENCE. <br /> <br /> <br />." <br /> <br />40'-0" <br /> <br />'" <br />.... <br /> <br />W <br />..J <br />t'i <br />Ul_ <br /> <br />DESCRIPTION NOT CONTAINING PLAT 8DOK AND <br />PAGE INDICATES THAT PLAT IS IN <br />PRELIMINARY STAGE AND IS SUBJECT TO <br />CHANGE AND/OR REVISION. <br /> <br />........"-...... ...././ <br />LANAI <br />/' <br /> <br />C/J <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PRDVIDED BY CLIENT. <br /> <br />(PCP(P) <br /> <br />STRUCTURE TIES SHDWN HEREON DENOTES <br />MEASUREMENT FROM FORM BOARDS/FDUNDATION TO <br />PROPERTY LINE. <br /> <br />"', <br />0' <br />(ji <br /> <br />"'1-.' <br /><t>' <br />~::,: <br /> <br />lbi <br />"'t-.' <br />IL)" <br />'V,' <br /> <br />o <br />Po <br /><00 <br />:-..n <br />ON <br />o <br />V> <br /> <br />10' UTILITY EASEMENT <br /> <br />TRACT "D" <br />DRAINAGE OPERATION &: <br />MAINTENANCE EASEMENT <br /> <br />~ "---. <br />~O' <br />'!''f, <br />'-"_j <br /> <br />.~ <br />r.... <br />.";& <br />''V <br />,';:;;'0 <br />.'" <br /> <br /> <br />CHORD <br />41.52' <br />33.79' <br /> <br />BEARING <br />N 45'15'35" W <br />S 55'59'48" E <br /> <br />\..PCP(P) <br />~Wf <br /> <br />LOT 8 <br />BLOCK 1 <br /> <br />NOTES: <br />LOT GRADING TYPE = B <br />PROPOSED PAD ELEVATION 98.1' <br />FRONT SET BACK = 22' <br />SIDE SET BACK = 7.5' <br />REAR SETBACK = 15' <br /> <br />PROPOSED: <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 98.4' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />LOT <br />LIVING AREA <br />ENTRY <br />GARAGE <br />COVERED LANAI <br />PATIO <br />POOL AREA <br />CONC. DRIVE <br />A/C &< CONC PAD <br />SIDEWALK <br />SIDE YARD SWALE <br />CONSERVATION AREA <br />LOT OCCUPIED <br />AREA TO IRRAGATE <br /> <br />=_J!~67.Q.LSQ. FT. <br />=__192<2--SQ. FT. <br />=_~___SQ. FT. <br />=__140 ___sQ. FT. <br />:--~~5i--SQ. FT. <br />__ __SQ. FT. <br />=__N A__SQ. FT. <br />=__Ml.__SQ. FT. <br />=__~____SQ. FT. <br />=__12__SQ. FT. <br />=__118~_SQ. FT. <br />=__~__SQ. FT. <br />=_L__% <br />=__.2L__% <br /> <br />APPAREN FLOOD HAZARD ZONE: ''X'' COMMUNITY PANEL NO, 120230 0455 D EFFECTIVE DATE: 9/30/92 <br /> <br />LEGEND: <br />(C)= CALCULATED OAT, (0)= DEED DATA. (M)= MEASURED DATA. (P)= PLAT DATA. ~ = CENTERLINE, A/C= AIR CDNDITIDNER. B/C= BACK OF CURB, C/S= <br />CONCRETE SLAB. CH= CHDRD. CHB= CHDRD BEARING, CLF= CHAIN LINK FENCE. CONC= CDNCRETE, CDV.= CDVEREO. E/P= EDGE DF PAVEMENT. ESM'T= EASEMENT, <br />F/C= FENCE CORNE. FCM= FOUND CDNCRETE MONUMENT. FIP= FOUND IRON PIPE, FIR= FDUND IRON ROD. FNaD= FOUND NAIL 8 DISK, FPP= FOUND PINCHED <br />PIPE, LFE= LOWEST OOR ELEVATION. MAS = MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK. PCP= PERMANENT CONTROL POINT, PRM= P~RMANENT <br />REFERENCE MONUMENT. R/W= RIGHT DF WAY. R= RADIUS, SIR=SET 1/2" IRON ROD 8 CAP No. 4493. SN8D= SET NAIL a DISK, TBM= TEMPDRARY BENCHMARK. <br />U/P= UTILITY POLE, /F= WOOD FENCE, (R) = RADIAL <br /> <br />Drawn By: <br /> <br />O!~ <br />WAY ) "( <br /> <br />JOHN R. BEACH & ASSOCIATES, INC. <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRiVE <br />OLDSMAR, FLORIDA 34677 <br />13) 854-1276 FAX (813) 855-8370 <br /> <br />JRB <br />1 "=.3D' <br /> <br />SMS <br /> <br />Checked By: <br /> <br />Scale: <br /> <br />Square Feet: <br /> <br />9367.08 :t <br /> <br />WINDWARD <br /> <br />(.l~ ~ II zz/ot;. <br />DATE <br />SURVEYOR No. 2984 LB 4493 <br /> <br /> <br />NOT VALID WITHOUT HE SIGNATURE AND Date 01 Survey: <br />~7~EN~~6 G ~~~~E~~~ S; 0 s~:~pg~ A FLOR I DA PLOT PLAN 11/3/06 RTM <br />Revisions: REVISED P HOUSE LOCATION 11/21/D6 JBS, REVISED PER GARAGE HAND <br />