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Centennial - 2b Ci \! I)f PI!~,:j-,t'!1! Cft~' A ',(,t, ~'C 1 :~I~'.I,?f.1 CERTIFICATE Of DED(CATION. STATE OF GEORGIA COUNTY OF FAYmE THE OWNER OF' THE LAND SHOWN ON n..ns PLAT ACKNOWLEDGES THAT THIS PLAT WAS MADE FROM AN ACTUAL SURVEY, AND FOR THE VALUE RECEiVED, THE SUFF1C/ENCY OF WHICH IS HEREBY ACKNOWLEDGED, DOES HEREBY CONVEY IN FEE SIMPLE TO THE CI1Y OF PEACHTREE C/fT', GEORGiA,' AND FURTHER DEDICATES TO THE USE OF THE PUBUC FOREVER ALL STBEETS AND RfGHTS-OF-WAY. J1LLEYS,- CAR!J?A'fHS, WATERCQ!JBSES, DRAINS, -EAsEMENTS. GREENBELTS AND PUBUC PLACES S~, EXCEPT THOSE EASEMENTS DESiGNATED ON THIS PLAT AS OrnER UT/lflY COMPANY EASEMENTS AND EXCEPT THOSE STREETS SPECIFICALLY DESIGNATED ON THIS PLAT AS PRIVATE STREETS. IN CONSIDERATION OF THE APPROVAL OF THIS F1NAL PLAT AND OTHER VALUABLE CONSIDERATIONS, mE OWNERS DO HEREBY AGREE TO HOLD mE CIlY OF PEACHTREE CllY, GEORGfA. HARMLESS FOR A FIVE-YEAR PERIOD FROM Atf( AND ALL MONETARY LIABILITIES WHICH ~y ARISE FROM At(( AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBUC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN, TO INCLUDE BUT NOT LIMITED "TO, THE ROADS, STREETS, FILLS, EMBANKMENTS. DITCHES, CROSS DRAlNS, CULVERTS AND 8RIDGES WITHIN THE PROPOSED RIGHT-Of-WAY SHOWN, RESULTING FROM At<< AND ALL CAUSES OTHER THAN BY AN ACT OF" THE CITY OF PE'ACHTREE CITY, GEORGiA. AND FURTHER, THE OWNER WARRANTS THAT HE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY OF PEACHTREE CITY SHALL NOT BE UABLE TO THE UNDERSIGNED OR SUBSEQUENT OWNERS IN TITLE FOR A PERIOD OF FIVE YEARS FOR Awt CLAlM OF DAMAGES RESULTING :7ROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF" CROSS DRAINS EXTENSION, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL-' CREEKS AND RIVERS AND ANY OTHER MATTER WHATSOEVER ON PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABIUTY OF THE OWNER. , FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT AND DO HEREBY BIND MYSELF AND THE OWNERS SUBSEQUENT 'IN TITlE TO DEFEND THE COVENANTS AND AGREEMENTS SET OUT: IN WfTNESS T~ I HAVE HEREUNTO SET BY HAND AND AFF1XED M't SEAL TH1S ~y OF (Y1~, 2006. _ \~"~~"'U~f('!11. it ,1 &. t f' .. ~..~ 'N\lB.4 ~/~ / ' ~;Y~~~'i\'Y"~~S'\&~~\' _?: ~rc ~ 7'5/8/0b /" ;;j l<~. \Q.~~~' ~'t, 1.~,7: c~.. ES E. BIEIE, 1/1, SRVP DATE ~ .", ~ . ~ I - ' :.I / " . · . (II : ~ "(;' , N UB' ~ O,v\l;:j.~ -~ ",... t'U v c>~ 0 ~ ~.. 6("1 .~6U.'" V ~ ';>.."" JtJGL(\CO ~",~ IIIJlllffml,H~'\\~ STATE OF GEORGfA THE CONVEYANCE OF THE STREETS AND RIGHTS-OF -WAY AND PUBLIC DEDICATIONS SHOWN ON THIS PLAT ARE ....~H;Ii EBY ACCEP1; BY THE CITY OF PFACHTREE Clrr, GEORGIA. THIS THE _~ DAY OF (;IcY' 2006. THE C OF P E 1lY, G RGtA BY: ~'AYOR Q ATTEST: ~ . I _ . /) CI C K ~ - C f!Ad/ -Nri? ay' ~Ij~lf~ ~" .. ~~j. ~V.~\,tt,~.. '-/ ~ ('oRD;...~Of 4J4, .t1~4.:-'9~7; ORD. NO. 544, 8-2-1990) ~ -1'( f~1 "l;'t>~~ *~ .. . ..,., " II c.:;, . .. ~ . ~- ~..... -:. ~./ ~ . &: :: .. · '<?1' ~ .. .... ....... A/.'~ COUHi"'\ :..' C; ....~ "" 10 .....", -()..'\j. ..... ./"" 7AR)' n'j\.J \.... I) r \\' 'II,."..", Recetvecl Y/\L\-/Oc,' FINAL SUBOIVISION PLAT FOR CENTENNIAL PHASE 2-8 LAND LOT 158 & 164 - 7th DISTRICT CITY OF PEACHTREE CITY FAYETTE COUNTY, GEORGIA ENGINEER / SURVEYOR ROCHESTER & ASSOCIATES, INC. 286 HIGHWAY 314, SUITE A FAYETTEVILLE, GEORGIA 30214 ATLANTA: (404) 252..1334 GAINESVILLE: (770) 718-0600 FAYETTEVilLE: (770) 716--8123 SURVEYOR: MARK A. BUCKNER, R.L.S. OWNER / DEVELOPER JOHN WIELAND HOMES AND NEIGHBORHOODS, INC. 2355 LOG CABIN DAIVE SMYRNA, GEORGIA 30080 770-703-3129 24 HOUR EMERGENCY CONTACT MA. RICHARD KOBYlSKI (404) 787-5861 PINAL SURVEYOR'S CERTIFICATE. /T IS HEREBY CERTIFiED THAT THIS PlAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE BY ME OR UNDER MY SUPERVISION; THAT ALL MONUMENTS SHOWN HEREON ACTUALl. Y EXIST OR ARE MARKED AS "FUTURE- mo mEIR LOCATION, SIZE, ffPE AND MATERIAL ARE CORRECTlY SHDWN. THIS PtAT. CONFORMS TO ALL REQUIRE- MENTS OF THE GEORG~cr. BY ~L CiJ '-' ~~g~~D SURVEYOR No. _~~_ DATE: 1 fJIJDeo DEVELOPMENT ACREAGE SUMMARY LOTS = 5.5751 ACRES 242852 SF A/W = 1.2706 ACRES 55347 SF COMMON AREA = 0.4488 ACRES. 19549 SF CITY GREENBELT = 1.0086 ACRES 70070 SF TOTAL = 8.9031 ACRES 387819 SF VICINITY MAP (NTS) F1NAL PLAT APPROVAL. T;ilS R T COMPUES wrm THE ZONING REGULATIONS, THE lAND D PMENT ORDiNANCE AND ALL OTHER REGULATIONS GOVERNING fH D DEYEl~NT FOR THE CITY OF PfAC~E CI1Y. r '4 ~st~ ~ ~ ;07(? \1 e. O~,~~~ ~;~. -~~~- ~~ DATE MAINTENANCE GUARANTEE. THE UNDERSIGNED, ITS SUCCESSORS AND.. ASSIGNS, HEREBY WAARANTS AND GUARANTEES TO THE em OF PFACHTREE CrTY THE FULL AND COMPLETE MAiNTENANCE OF A CERTAiN IMPROVEMENT KNOWN AS THE CENTENNIAL PHASE 2-a, AND MORE PARTICULARLY SHOWN IN PLAT BOOK , PAGE(S) , OF THE FAYETTE COUNTY RECORDS. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH THE PEACHTREE CIlY LAND DEVELOPMENT ORDINANCE. THIS GUARANTEE INCLUDES NOT ONt Y PAVfNG Bur ALSO ALL OTHER APPURTENANT STRUCTURES AND AMENmES L YlNG wm11N THE RJGHT-OF-WAY OF SAID ROAD AND IN THE GREENBELT, INCLUDING BUT NOT UMfTED TO ALL CURBING, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAiNAGE DITCHES, BIKE PATHS, CART PATHS AND PEDESTRIAN PATHS. UTIUTlES OWNED AND OPERATED BY A GOVERNMENTAL BODY OR PUBLIC UTIUTY COMPANY SHALL BE THE RESPONSIBILITY Of SAID GOVERNMENTAL BODY OR PUBUC UTIUlY COMPANY AND Nor THE DEVELOPER. THE DEVELOPER SHALL CORRECT AND REPNR OR CAUSE TO BE: CORRECTED AND REPAIRED ALL DAMAGES TO SAJD IMPROVEMENTS RESULTING fROM ANY CAUSE WHATSOEVER. IN THE EVENT THE DEVELOPER fAlLS TO CORRECT Am DAMAGES WITHIN 30 DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND P~D BY THE DEVELOPER; BUT THIS REMEDY SHALL NOT UMIT THE CITY , AND IT SHALL ALSO HAVE ANY REMEDIES AVNtABLE TO IT AS APPROVED BY LAW. THE TERMS OF THIS AGREEMENT SHALL BE FOR A PERIOD OF TWO YEARS BEGiNNING ON mE DATE OF WRITTEN ACCEPTANCE OF SAiD COMPLETED' IMPROVEMENTS BY THE CITY AS EVIDENCED BY THE F1NAL PLAT APPROVAL OF SAID COMPLETED IMPROVEMENTS. AFTER THE TERMINATION OF SAlD TWO-YEAR PERIOD THE CITY SHALL BE RESPONSIBLE TO THE CITIZENS OF PEACHTREE CITY FOR THE MAJ~CE OF SAID IMPROVEMENTS AS PROVfDED BY LAW. NO ROADWAY AND ASsOttATED RIGHT -OF-WAY SHALL BE ACCEPTED BY THE CI1Y FOR MNNTENANCE UNLESS IT SCORES 90 OR ABOVE ON mE CITY'S ASPHAlT PAVEMENT RATING fORM. PROVIDED, HOWEVER, ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO-YEAR PERIOD AND WHICH STILL ARE UNREPAlRED AT THE TERMINATION OF SAiD PERfOD SHALL REMAIN THE RESPONS/8/UTY Of THE DEVELOPER (WRITTEN NOTICE OF SAJD DAMAGES MUST BE GIVEN PRfOR TO THE TIME THE TWO-YEAR PER/DO ENDS). IN WITNESS WHEREOf, THE DEVELOPER HAS CAUSED THIS AGREEMENT TO BE EXECUTED BY ITS DULY AUTHORIZED OffiCERS THIS DAY OF ~)006. ~: dt~~L Z~~ i~~ CHARLES E. BIELE, 1I/~~ a TE GEOr~GIA, FAYETTE COUN IY Q{.C,,- File. ~ ?~ ~ecorded ;11is ----0_ Da,Y of -\f~~ at M 80~ ;;;:er:~: _~- lilIII/ -. -q JOB No. G201055.02B.OO-1725 l' -- 6 h3.!i ~il tij · i. "~~'t:. !~ ~~~~ i,l Il.'; . I 'IIii ~s. I S '.s . ~ @ ~ ~ :j ~. \-. ~ ~ 8 ~ :!I tl\ ~ . :c: ~;To;.: <\l b ~ o ~~'~ --to-~ '.. ii5.. II. m IS) ~ :<( .t~ W ~v;lA.: r~O:: -. I~~~ !<Sf!lQ~ ~ OO:5(j . I v, -J -J f'- ~.~W~~~ '~CJ ~ ~ (j ~ ~ 8 t I z 0 li: (f) a:: z u fi) 0 (J) 0 aJ ~ r' ~ a:: ~ 0 d z en ~ ..J W z rE ;:) w 3~~~ ~z . C3~(J).J ....-ZUll1j o~-o zOz5Ul LJ: - <( (/)J: 1> - I- .f-I- ~Ul~~~ a.~~~ta (fHD '-' <..? <..? ~I-_ww _(J)a::a:: ~ e:cn ~CI) 8 I ~ i2 ~ ~~~ 8~ ~ ~~~' otlJ(j~z :t ~~~~ V1 <nt:L:-:aCJ LEGEND ACS - ACRES AE - ACCESS EASEMENT AIF - ANGLE IRON FOUND AKA - ALSO KNOWN AS Be - BACK OF CURB BFE - BASE FLOOD ELEVATION BL - BUILDING SETBACK LINE BWF - BARBED WIRE FENCE C&G - CURB &: GUTTER CT - CRIMP TOP PIPE CI - CURB INLET rf. - CENTER LINE eLF - CHAIN LINK FENCE CMF - CONCRETE MONUMENT FOUND eMP - CORRUGATED METAL PIPE CNS - CONCRETE NAIL SET caNe - CONCRETE g~,PG :. ~ErffiN~8~KfA~~~~NT 01 - DROP INLET DIP - DUCTILE IRON PIPE owes - DOUBLE-WING CATCH BASIN ESMT - EASE.\1ENT EP - EDGE OF PAVEMENT PH - FIRE HYDRANT -G- - GAS LINE GP - GUY POLE GV - GAS VALVE GW - GUY WIRE He - HANDICAP PARKING SPACE HW - HEADWALL HWF - HOG WiRE FENCE IE - INVERT ELEVATION IPF - IRON PIN FOUND IPS - IRON PIN SET (1/2" RIB) JB - JUNCTION BOX LL - LAND LOT LLL - /.AND LOT LINE LP - LIGHT POLE MFFE - MINIMUM FINISHED FLOOR ELEV. MH - MANHOLE MON - MONUMENT NIF - NOW OR FORMERLY oes - OUTLET CONTROL STRUCTURE -p- - POWER LINE -PIT - - POWER &: TELEPHONE LINE PAVT - PAVEMENT PBX - POWER BOX Fe - PROPERTY LINE POB - POINT OF BEGINNING PP - POWER POLE PTP - POWER & TELEPHONE POLE pve - POL )'VINYLCHLORIDE PIPE RB REINFORCING IRON BAR RCP REINFORCED CONCRETE PfPE R/W - RIGHT OF WAY SF - SQUARE FEET -5$- SANITARY SEWER LINE SE - SANITARY SEWER EASEMENf SW - SIDEWALK SWCB - SINGLE-WING CATCH BASIN T8M - TEMPORARY BENCHMARK Tax - TELEPHONE BOX TF - TRANSFORMER TMH - TELEPHONE MANHOLE TP - TELEPHONE POLE TPOB - TRUE POINT OF BEGINNING -T - - TELEPHONE LINE UGP - UNDERGROUND POWER UGT - UNDERGROUND TELEPHONE vep - VITRIFIED CLAY PIPE WE - WATER CASEMENT WI - WEIR INLET -w- - WATER LINE WM - WATER METER "W - WATER VALVE WQB - WATER QUALITY BASIN WSE - WATER SURFACE ELEVATION ~ - ADDRESSES UNE/CURVE DATA TABLE UN! CHORD BCARING CHORD ARC RADIUS 1 N50-46'07"E J1.62' J4.24' 25.00' 2 N05.46'07"E 5.03' 5.0J' 25.00' J NOO.OO'OOfl 60.00' 4 NOO.OO'OO"E 65.00' 5 NOO.OO'OO"E 65.00' 6 NOO.OO'OO"E 65.00' 7 NOO.OO '00 HE 65.00' 8 NOO'OO'OOttE 65.00' 9 NOO'OO'OO"E 15.04' 10 N24.05'41 "\it 20.41 ' 21. OJ' 25.00 11 N2-rJO'JJ'V-I J5.J2' J6.09' 50.00' 12 Nfro5'52"E 41.88' 43.21' 50.00' 13 N6g.49'58"E 45.62' 47.37' 50.QO' 14 S06.5B'29'\A( 25.00' 15 S41.JO'4SIIE 66.28' 72.45' 50.00 ' 16 509.56 '2J "Vr 17.26' 1 7.35' 50.00' 17 S34.02'05"Vr 24.45' 24.71 ' 50.00' 18 524.05'41 'Vr 20.41' 21. OJ' 25.QO' 19 SOO.Oo'OO "\At 79.04' 20 S41-J4'39liE 33. 18' 36.28' 25.00' 21 586-J4 'J9"E 2.98' 2.99' 25.00' 22 N90.00 '00 liE 62.02' 2J N90'00 '00 liE 65.00' 24 N90'OO'00 liE 65.00' 25 N90'OO '00 liE 70.00' 26 N90.00 '00 "E 52.20' 27 N6S'54'19"E 20.41 ' 21. OJ' 25.00' 28 N79.,5'JJ"E 60.81' 65.36' 50.00' 29 SJ1.J8'46"E 52.47' 55.2J' 50.00' 30 SJ1'J8'45'VY 52.47' 55.2J' 50.00' JI N79-15'JJ"W 60.81' 65.36' 50.00' 32 N6S.S4 '19Hlt( 20.41' 21. OJ' 25.00' JJ N90' 00' 00 tftt( 52.20' J4 N90.00'00~r'( 67.00' J!5 N90.0Q'OO'\V 66.00' J6 N90. 00 'DO "W 66.00' J7 N90.00'OO~ 63.02' -- 38 S86.34'J9~ 2.98' 2.99' 25.00' 39 S41'J4'J9~ J3.18' 36.28' 25.00 ' 40 sao.OO'QO'\V 221. 00' 41 S41'J4'39"E JJ.18' J6.28' 25.00' SrrE NOTCS 1. TOTAL NUMBER Of LOTS = 23. 2. ZONING: GENERAL RESIDENTIAL (GR-4) J. BUILDING SET8ACKS: FRONT YARD SETBACK =: 15 FEET, 20 FEET FOR GARAGES REAR YARD SETBACK = 20 FEET 40 FEET ADJOINING SINGLE-FAMILY RESIDENT1AL ZONING SIDE YARD SETBACK = 0 FEET MINIMUM BUILDING SEPARATION = 10 FEET BETWEEN DWELLINGS AND 20 FEET EVERY TEN DWElUNG UNITS 5. MAXIMUM BUILD/NG HEIGHT =: 40 FEET 6. MINIMUM HOUSe SIZE = BOO SF 7. MINIMUM LOT AREA = 4-,000 SF B. MINIMUM LOT WIDTH =: JO FEET AT BUILDING UNE 9. DISTANCES SHOWN HEREON ARE HORIZONTAL BFARINGS CALCULATED FROM ANGLES TURNED IN FIELD. VERTICAL DATUM /S NAVD 88. 10. IRON PINS (1/2" REBAR), WERE SET AT ALL LOT CORNERS, UNLESS OTHERWISE NOTED. 11. NO NGS MONUMENT LOCATED wrmlN 500 FEET OF SITE. 12. THIS PROPERlY IS NOT LoeA TED IN A flOOD HAZARD ZONE -An PER F. E. M.A. flOOD INSURANCE RATE MAP OF FAYETTE COUN1Y, GEORG'A. COMMIJNTY PANEL NO. 1 J 1 13C 0060 0, EFFECTIVE MARCH 18, 1996. 1.3. THIS PROPERTY IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDmONS AND RESTRICTIONS FOR CENTENNtAL SUBDMS10N RECORDED JUNE 20, 2002 IN DEED BOOK 1888, PAGE 401, FAymE COUNTY, GEORGIA, SUPERIOR COURT RECORD ROOM. 14. THE CENTENNIAL HOMEOWNER'S ASSOCIATION WILL ~.AlNTAJN ALL INTERNAL PARKS AND COMMON AREAS AND BE RESPONSIBLE FOR REGULAR MAlNTENANCE OF THE DETENTION POND. STORM PIPE TABLE STRUCTURE PIPE LENGTH TOP INVERT % GRADE NO TYPE HW 1-A 869.44 OUT 865.24 P1 57.0' JO"BCCMP 0.91 " DWCB 1-8 874.96 OUT 866.J 1 IN 868.81 P2 168.2' . 24 ttBCCMP 2.0J % SWCB 1-C 882.25 OUT 870.23 IN 870.39 PJ 166.0' 24"BCCMP 2.42 % SWC8 1-D 886.69 OUT 874.40 IN 874.40 P4 56.3' 2411BCCMP 1.35 " DI 1-~ 887.36 OUT 875. 16 IN 875.J5 P5 12J.0' 24 "BCCMP 0.89 % DI 1-F 888.50 OUT 876.45 IN 876.71 P6 18J.4' 18"BCCMP 2.55 % DI 1-G 886.83 OUT 881.38 SWCB 1-D 886.69 OUT 874.40 P7 J2.6' 18"BCCMP 1 0.68 " SWCB 2-A 886.83 OUT 881.24 HW J-A 870.65 OUT 866.45 P8 21.0' 24"BCCMP 1.57 % JB J-B 872.20 OUT 867.28 IN 867.40 P9 1J5.9' 24"BCCMP 1.34 % DWCB J-C 878. 16 OUT 869.22 IN 871.26 P10 31.0' 18nBCCMP 1.32 % DWCB J-D 87 B. 26 OUT 871.67 HW5-A 868.19 OUT 863.76 Pll 62.5' J6"aCCMP 0.74 % OCS 5-8 872.59 OUT 864.27 HW 5-A 868.19 OUT 863.81 P12 62.7' J6"aCCMP 0.7J % OCW 5-8 872.59 our 864.27 CENTERUNE TABLE IJNE BEARING DISTANCE 1 NOO.OO'QO" 505.94' 2 N90'OO'OO" 420.12' THE FIELD DATA UPON WHICH THIS PLAT IS BASED, HAS A CLOSURE PRECISION OF ONE FOOT IN _2..1..~..42.__ FEET AND AN ANGULAR ERROR OF _..o2_SECONDS PER ANGLE AND WAS ADJUSTED USING THE COMPASS RULE. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN _496217 FEET. TOPCON GTS-313 USED FOR ANGULAR AND LINEAR MEASUREMENTS. GEORGI,\, F,\ymE COUNlY ~ Filed,and Recorde~this Oay of l i$~O at. M. BfJOk' if ',Page ~ l?JS · ~~ Cletk JOB No. G201055.028.00-1725 B h1~i ~ · J CU fa · Q~~ ~I · mE ~.I! Wiii 18~ ~ ~ 63 (J g ::J ~ -J ~ 8 ~ Sill - ~ Zc(a~o\l8~ ~~~ZW~~~~ ~~ ~~f!22SE ~ if 99~ <.l ~ ~ ~ ~ ~ n: ~ o /-~~ 8 \..,,- z 0 i= a.. (/) C2 u z ~ 0 (f) (;) (ij a:: ~ a I d z (f) U1 ~ W z iE =' w O<i~rE ~z .. G~(J)~ t--z(J) ~-o ~OZ~(f) _U (1)W <(J') - j:!: ..I- i- ~ wzz :5(1)~~~ a.~~~~ ~aJ(!)(!)<.:) ~I-_ww _(f)~~ \0 e:cn ~(f) ~ ~qei ~ ~l2 en o 10 ~ ' S ~o~ ~ ..u~ z J:C\I ~ g~r~~ (I) <nu.~O - JOB No. G201055.02B.DO-1725 (-406-;' .........--.. i 1 I <> CENTENNIAL PHASe 4-A PB 41 PGS 183-190 tJ' /' ~. ~~ ~ ~- '"J' ~ 0.. .. / / / f\Ji:}~El rU1\JR~ < pJW > /' (-405-) ----, / / I'J / /1/ III w ~:z ~:J ~~ (XO ~ 0-4 ,g:o ~~ (:404") .....---... ~ I , I I / / (408") ..--...., / / (4-0j.) ....___4# I / COMMON AREA (402~) ......--.. / (-401"') .........--, > / CENTENNIAL PHASe 4-A I ~ oi ~ - > COMMON AREA <> b 103 ~ I~ N90'OO'OO"E 1 39.25' \~ CiD ,> \,> 0.2299 AC ~ \ ~ 10012 SF 0 N90'OO'QO"E 0> 163.89' I~ FF e.. ~1J l ~I ~ I 1 I I DWCB ~~ I II ll} ~I ~ - II 1 .. ~ If) ~I ~ - tf) Ii N90.00'OO"E 113.29' 1 3.2.3' / MFFEt:t'" - 8Th ~ ~ \~, ~ ~~ 0.2472 AC ro~ 19' 10767 SF ~, (11 J 1 n b " l2 cv 0.2446 AC 1065J SF N90'OO'QO"E 16J.89 ' <JD 0.2446 AC 10653 SF N90'OO'OO"E 163.89' ~;: I 00 - 0 ~~ en --QD 0.J80 1 AC 16555 SF ~\ ~\ FH/WI N90'OO'OO'W 100.00' ~ / /gJ &QD 0.3514 AC 15308 SF' ~:! . Q [#1JO~ (#1305) 4'PROP.SW -- LP 15 '8L 2J '> C1D ~ 0.2446 AC . ~ 10653 SF N90'oo'aO"E 16J.89' CID ~~ 0.2446 AC ~~ 10653 SF' N90'OO 'oo-c 163.89' C1D 0.2446 AC 10653 SF II' I II ,,--...., 1'"9-''''''' (' '\ \,7-) I '~,__,~ (1..Q) ,i!~) PS41 Pa72 I I II, II I I I 1'1 \ - - J_ - - SWbB _-=-l::::-=I _~-=-I=-=-~~~ ; ~ " s ~ -- II b. ~E 24 22 lu_M~ L 8 BLUE SKY COURT (6(1 FJjW) J6 :)5 J4 --, ------------ 15 BL ,~ (#1JO~ (#13021 (11304 (#1306) [i1J08J .!U }LJ ~ ~ ~ ~ ~ :j~ QD ~g <2l)' ~8CE) ~g ~ ~.8 ~ o~ ~ N 0.1864 Ac8 ~ 0.1864 Ac2 ~ 0 1864 Ac8 ~ 0.1892 ACe ~ 0.1989 AC P ~ ~ ~ 8118 SF b ~ 8118 SF b ~ B',18 SF b ~ 8241 SF Po C\4 8665 SF g ~ o C Q 0 ..,. - · ... ~ ~ ~ ~ 8- :z: 37 o p ~8 8~ :;;?; 75' OGLETHORPE~I POWER EASEMENT 8 I DB. 431 PO. 654 ~ I I ~ lill I~ 81 ~ I ...- -t! Q) <.:3 r.li1El ~ 0.201J AC 8771 SF 1- O<J __ 20'BL- S; Q) :;::) ...... l:5.O o.~ co ~ u:s I .. UJ~ S "E o~ ...........oN <i: u .. u...<1) ~ex::: <C "'C - c: ~~ Cr::"1:) ..:.: 0<1) 0 ~i.Z:QS "-4- "'I ~, ~ ...._....~ ,'...5....." " I ..."-....~ R/I'~~RNEl__ _ _ - ----.. i~! . Ifl o ~~ ~~ ~i ~ ~B IIIla ~~ lli~ ~ fS ~ ~ ::;) 5 ~ ~ 8 ~ ::!I Q) - t5 Z c\I ~~t>~ ~ ~~ UJ ~~~rt ~~ ~~~~E CI) f ...J 9 ~ (J ~ W~ ~ ti l;: CJ ~ ~ ~ ~ o 8 5 t= ~U> O:::z Uo ~- aU> ~ ~ ~ Cl d z o t\4 ..... (J1 ~ ...J W Z ::r: :J l- 9 ..J l.L. ~ l.LJ ;i4: 0 ..... ..J >z . () l-Q2~~ ~ b o@5-~w 10 Z ~OUl ~5: cnW 4:(/) - rE .1- i- (j .. ~tn~~~ g ~~~tiit2i , :f1-~G3fi3 ....._cno::o:: b , ~ e:cn I~ CI) ~~~~~ ~h~~CI) ~,..~o ~ ~ C') ~ ~~~. ~ ~~~CD~ ~ (j) r;; ~ 0 ;~