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Village on the Green - Phase 1 (J RE.CEIVED SEP 1 9 1994 OfFICE Of CITY PLANNER PEAOHREF. City, <J(QRG'. OWNER/DEVELOPER J. f~08ERT ADAMS & COMPANY P.O. BOX 2429 14 EASTBROOK BEND SUITE 204 PEACHfREE CrfY. GEOHGIA 30269 (404) 481-466J ~;- , .#...., ~,#'t el'l d{S- 11 14.'l~, P "11 PHASE T ~ t. CERnF1CATE Of PRIVATE STREET Stote ot Goorgio County 01 Foyette The owner of th$ fuod shown on this plot ocknowled'Jas thot this plot contains an CJppro'lod p.i'Woto streot, and thot tho own4r or OWfld' s of property within the subdivision will bo respon,ible tor the maintdnonce of all privote ~treeb In the 'ubdNI~lon; and furthermore. the ~ubdi"ld6r will demonstrate to lhe City that 011 deed:J ond deed covenanb for the property within the ,ubdi"hilon ,holl contoln full and complete nolice to all future proptJ,ty owners thot thuy will be re,ponsible for the maintenance of tho private strdoh. CERnflCATE Of DEDICATION State ot (;oorqio County of fayette The O'Hoer of the lond shown on this plot acknowledges thot this plot wos mode frorn an octuol SUl....tJy, and for value rdcei'Wed the sufficiency of which is h~reby ocknowledyed. do hereby cOfwey in ree ,implo to tho Cily of Peochlroo City. C(1QIlJio. and fu,ther dedicoto to lhe uso of the public fore'Wer 011 cort paths. wotercours6~. ausement,. <,)(tjenbillts ond public pltJcos hereon ,howf' on plot oxcept lhoS4 cosemof\b do~i9notcd on plot CJ~ other utility cOlnJX]ny', easemunb In consicJeration of tho opprovQI 0' this final plat ond other valuablo com.tide,otions. tho ownonl do hereby aqree to hord tho City Qf PtJllchtree City. C()oryio. hunnre" for 0 five (5) yeor period from any and oil rnolHstary liabilitie, 'which may ori,o from any and 011 doirn,. damo(je$. or ddrnand, ori,illtj on (JCCQunt of tho du'iqn ond construction of public hnprovement, of the pro~rty shown herein. to Include but not limited to. tho cart poth. fill,. cmbonkmenb. fJitches. cro" cJ((Jins and cul"erb within the prop<>sed qreenbeJt and easemef'ts shown. resulting from any ond 011 causes other than by on oct of the City 0' Peochtrue City. CAorqlo. P;.AINTENANCE GUARANTEE fhe undelsigned. its successor., and 09s19ns, hereby worronts and 9uaronteos to th~ City of Peachtree City the fun on" compltd.o maintenance of tJ cortain improvement known os ViUotJo on tho Ore40 Subdivi,ion and more particulorly ,hown in Plot Book ,po(jo(,) of the fo~otte County Records. This worrtJnty and guorlJntee is made in accordance with the PG<lChtrH City land Oovelopmont Ordinonco. fhis guaranto4:t includes tho Cll,t poth f';in9 within the eusament olld the greenbelt, including but not limited to all bike JX]ths. cart paths and ptJdeshtoo poths. UtHlties owned cJnd operated by 0 governmental body Of public utility compony shfJlt be the re~pon,ibility of said governmentul body or public utility company and not tho doveloper. . The dovolopor ,hall correct and ropair or cause to be corr~ted ond repaired 011 dornagos to said impro'Wernenb rosultin9 from OilY cau,o whotsoaver. 10 the event the developer toils to correct any damages within thirty (.m) dQ)s after written notice thereof, than said dfJlfloges mfJY bo cOH~cted by the city ond tJlt co,ts tJnd chon1o:s billed to and paid by tho dovelopor; but this remedy sholl not limit the city. and it shoU also have any remedies avoitoble to it as approved by low. Tho tel rns of thi, A9r~mont ,hull be (or 0 period of two (2) yours boqinning on the dato 01 w,itton acceptance of ,aid improvement' by the city os evidenced by the tlnol plut approvo' 0' suld completed improveme,1ts. After the termInation ot sold two (2) YQ(Jr period the city shall be responsible to the ~iUzens of Peochtre~ City for the rnointenance 0' said irnpro'lernents (which does not include the ,t(eot~, curb,. nor ,tonn droins) os providesd by luw. No pott"''''-J)' and associatcsd easemont ,hall be accepted by tho city for rnainte'HJnco unless it ,cores 90 or 000'f'0 on th~ city's asphalt pavement raUn9 form. Provided howt;lver. any damages which oc.:cuHtJd prIor to the end 01 sold two (2) yoor pdffod ond which still ore unrepaired at the teuninulion of said period sholl remain the responsibility of the developer (written notice of said dorno<<;)el must be 9tveO prior to the tlrne the two (2) yot)(Jr period endS). IN WITNESS WHEREOf. the dtlvetoper hQS caused thIs Aqr613n1ent to bo ol<dGulod by ils duly uu!ho,iled oUico,s r hi. fl.lOY of SJC)lT~. 1991:. By .t... f . .c:S\~ /- Ii t1 fJ J. rt()o~rrr :\0.\"17). J:t U$ r "t SETBACKS (HOUSE SEPARATION): ONE-fAMILY OWELUNG.. OETACHEO~ fRONT: 15' TO HOUSE. 20' TO GARAGE, MfASUREO TO UACK Of CURB SIDE fO SIDE: O' TO PROPERlY, BUT WITU 10' BUilDING SEPARATION ANO 20' 8El"EEN EVERY 10 UNHS REAR SE1BACK: 20' ONE-fAMilY DWE1UNG.. DUPlfX: FRONr: 20' SIDE TO SIDE: O' TO PROPERlY, BUT WnH 20' BUILDING SEPARATION REAR SETBACK: 20' HQIES 1. NO EX TERIOR WAlL WHICH CONTAJNS AN OPENING SHALL OE lOCAfff) WIOllN J' Of A PHOPERlY (LOr) UNE. 2. Lor UNES AHE LOCAfEO AT rHE BACK Of CURB. J. STREEtS ARE PRIVAfE TO BE BUllf TO PEACHfREE CIN RESIOENTw.. Sf Rue ruRAL STANDARDS. NO 100 YR flOOD PlAIN AREA LOCATED ON fHIS n~c r Of LAND. AREA; 6.21 7 ACRES PROPERTY IS lONED: GR-12 GENERAL RESIOENTlAL Cf-. t 4.. 14. Out~ /1 . /1 l! ~,./fl.r -- ~-I'-. Oute · J ' ~ ~ .1-5'~?~p Dote : -::/ .-! J "- 1 y- Dote AI\tJ further. the ownor wQrrQnts U10t h. own, fee simple title to the property ,hl.)wn heroQn ond Q9rOeS the Cit)' 01 Peachtree City ,hall not be liobl., to the unde, ,tgnod or sub$equonl owners in titre for Q period of fiv., (5) yoors for any clolm of dornoge8 resultin9 from ne91igence In exercising engineerin9 t~hniquos ond due caution in the construction of cross drains extensions. dlNOS, 1tructvros or buildings. the chan(jing of courses of 9trearns and rt'ters, floodlr19 from notura' creeks 000 rlvt$r. and QOY other molter whotsoo'tor on private P(Op~rty. Ivly and olt monetory liabilities occurr1n9 under this p4Jro9raph sholl b(J tho liobility of tho owner. I fUfther warrant that I h<No the rltJhl to convey ,aid 'ond accordint) to this plot Qnd do hereby bind my,..-I' on'" the owners ,ubsequont in titre to dofond lhe covononts ond agreements sot out. IN WITNESS W.iEREOf. J ~~~~ heH,unto s; by hQ(nd .0. n\S ~!.!l~.!t my sea. 1 this~dOY of uc~Pr 199~.' '\ /.-,;,-~~____, (\. - 1 ~ L. / ;~ / (SQ.l) ~.y<i1I.'6I~ (~)':i. In ,~f(h~~! 6 . er :/ >'(j,"{"., ,J. r~OBf(~ MOl, J1t ~t~:T~o~~-Oy~~~~G~ public ~edictJtion3 shown on thjJ (~IJt (Sr'-(~~~O~Y a(;ctJpt~ by the City 0' PeachtJ~~ City. ~CJ(9io. This the_day 01 '99 __ . THE CIlY Of PfAC.H~~E COCf. GEORGIA ,,.-, I' i--..-/ P By: l ~rt-)/,-,i{.',~ . ."'-~ .....,-~...~_. .,"' Mayor I '" i \"---- 1ft //.: , \ Attest: /--- 1 /!,-/J."t,C ~>;,..I J1,<~ ~~"'~/..-'-:"> .~.. l~o..( J...., i.......L~t,I}\a.(.) - / City Crork NotarY Pubflc o IRON PINS ARE '4 REBAR IN JEHNAl LOT CORNERS AHE , ~ REBAR frtPICAL) NO U.S.C. de G.S. MONUMfNIS WITHIN 500 fEET EQUIPMENT USED IN PREPARING nns PLAT: TOPCON OTS-2(8) 100' STEEL TAPE THIS PlAT HAS BEEN CALCULATED fOR ClOSUHE ANO IS fOUND fO BE ACCURATE WlnUN ONE roo r IN 5O.00Ut fEET. THE FJELD DATA UPON WHICH nus PlAT 1<5 BASED liAS A CLOSURE PHECIS10N Of ONE fOO r IN 23.800 fEET AND AN ANGUlAR ERROR Of 0'00' 1 (f POl ANGLE POINT. AND W~ AOJIJ<j'IED USING COMPASS RULE. LOTS (51) S TREfTS - 287.820 S.f'. 6.607 ACRES 46.583 S.f. 1.069 ACRES AREA ~g __fT) 4239 4240 4 ;!14 4391 3955 4411 3998 4957 4746 5176 5191 4847 4832 4886 4816 6099 5532 4288 5178 6470 6686 5614 5325 4789 4379 5180 DIRECTION N 23-13'03' E N 76'47'17' E N 84 '08'38' E N 24'50'24' V N 14 '30'10' E N 64'47'17' E N 66'46'57' 'J N .gj'13'03' E N 84 '08'38' E N24'38'30' 'J N 76'56'25' E N f.f4'08'38' E N 24'3Q'30iV- DIST f\NCE ---.-.-- .._~..- ---- 233.75' 70.64' 165.66' 144.45' 33.1~ 19:156' -.- 1 ill3-;--- 42.12' 19.39' 55.53' - 84.45' 77.73' - 151.49' CURVE JAll!~_ LENGTH TANGENT CHORD BEARING DELTA ~.. C-l 600.00' 77.03' 38.57' 76.98' N 80'27'50' E 07.21'21' C-2 150.00' 185.57' 106.76' 173.96' N 60'24'53' V 70'52'50' C-3 40.00' 27.56' 14.35' 27.02' N 05'14'07' \J 39'28'34' C-4 53.00' 46.52' 24.88' 45.04' N 39'38'43' E 50'17'07' C-5 150.00' 126.79' 67.46' 123.05' N 89'00'10' E 48'25' 46' C-50. 150.00' 22.07' 11.06' 22.05' N 69'00'14' E 08'25'55' C-5b 150.00' 104,71' 54.59' 102.60' N 86' 46'53' \J 39'59'51 ' C-6 42.00' 44.66' 24.70' 42.59' N 53' 40'50' E 60'55'35' C-7 120.00' 149.15' 85.93' 139.73' N 60'14'56' V 71'12'52' C-8 811. 75' 58.92' 29.47' 58.91' N 80'14'53' E 04 '09'31' C-Ou 811.75' 23.09' 11.55' 23.09' N 81'30'45' E 01'37'48' C-8b 811.75' 31. 76' 15.88' 31.76' N 79'34'36' E 02'14'30' C-8c 811.75' 4.07' 2.03' 4.07' N 78'18'44' E 00'17'14' C-Od 811.75' 24.98' 12.49' 24.98' N 8P26'45' E 01' 45'48' C-8e 011. 75' 33.94' 16.97' 33.94' N 79'21'59' E 02'23'44' C-9 110.82' 131. 77' 74.93' 124.14' N 62'52'35' 'J 68'07' 40' C-9u 110.02' 4.03' '2.02' 4.03' N 29'51'18' 'J 02'05'05' C-9b 110.82' 19.44' 9.74' 19.41' N 35'55'18' V 10.02'56' ~. C-9c 110.02' 26.09' 13.11 ' 26.03' N 47-41'27' 'J 13'29'22' C-9d 110.02' 17.91' 0.98' 17.89' N 59'04'00' \J 09-15' 42' C-ge 110.82' 16.29' 8.16' 16.27' N 67'54'28' \J 08'25'14' C-9f 110.82' - 22.32' 11.20' 22.28' N 77'53'13' 'J 11'32'17' C-9D-_ 110.82' 20.93' 10.50' 20,90' N 89'03'59' \J 10'49'15' C-9h 110.02' 4.76' 2.38' 4,76' N 84-17'29' E 02'27' 48' C-91 110.82' 42.51' 21.52' 42.25' N 39- 40'06' \I 21'58' 43' C-9 J llQ.02' 69.24' - 69.12' 35.79' N 60-41'26' V 36'16'42' C-9J< 110.02' 20.02' 10.04' 19.99' N 88'14'05' E 10-21'01' C-I0 -- 613.00' 78.70' 39.40' 78.65' N 80-27'58' E 07 '21 '21 ' C-I00 613.00' 2 0.40' "- 14.20' 28.40' N 78'06'55' E 02'39'16' C-10b 613.00' 50.30' "--,25.16' 50.29' N.~ap4}'36' E 04 - 42'05' ~. ff6..02' N,,_60.f24'53' V C-ll 163.00' 201.65' 189.04' 70-52'58' C-llo 163.00' 44.50' 22.3~ 44.37' N -8~02'04' \J 15'38'36' C-llb 16~.00' 46.35' 23.33' " " 46.19' }t-'1,'04'OI' \J 16'17'30' ~- C-llc ~~3.00' '" 30.19' 19.18' "-3.8.10' ~ 5,,~12~35' V 13'25'22' C-lld -- 163.00' 39.91' 20.05' 39.8t tf--'4--~ &9' 0 5' \J 14 '01 '39' C:-lle 163.00' 32.71' 16.41' 32.65' ',,- "-. N 30' 43'20' \J 11'29'51' C-12 53.00' -~6'lfl 19.02' 35.00' -N-,05'14'07' \J 39'28'34' C-120. 53.00' 15.03' 28,92' N 09'06'32' \I - 31'39'44' 29. C-12b 53.00' 7.(f~\ 3.62' 7.22' N 10-35"4Q' E 07'48'50' C-13 66.00' 57.92~ 30,98' 56.08' N 39-38'43"'&\ 50'17'07' ~._---- C-13u 66.00' 4.a3' 2.12' .4..:.23' N 16'20'22' E 03- 40'25' C-13b 66.00' 43.()l' 22.30' 42.25' N 36'50'46' E 37'20'22' C-13c 66.00' lOl6_0' 5.35' 10.67' N 60'09'07' E 09'16'20' C.-14 163.00' ---U1AO' 59.10' 111,13' N 84'43'07' [ 39'51 '3~' C-140. 163.00' 3~\~ 9' 16.30' 32.44' N 70'29'54' E 11'25'14' C-14b 163.00' 41.27' 20.75' 41.16' N 83.27'44' E 14 '30'26' C-14c 163.00' . 39.64' 19.92' 39.54' N 82'19'03' V 13'56'00' C-15 14.00' 19,90' 12.05' 18.26' N 63'56'00' E 81'25'53' C-16 - 25.00' 11.39' . 5.80' 11.29' N 10'09'56' E 26 '06'14' ~_ C-17 14.00' 21.99' 14.00' 19.00' N 21' 46'57' \J 90'00'00' C-18 587.00' 75.36' 37.73' 75.31' N 80'27'58' E 07'21'21' ~-- C-IOu 587.00' 4.07' 2.03' 4.07' N 76 '59'11' E 00'23'49' C-18b 507.00' 41.54' 20,78' 41.54' N 79'12' 45' E 04 '03'18' C-l8c 507.00' 29.75' 14.08' 29.75' N 82'41'31' E 02'54'14' C-19 137.00' 169.49' 97.51' 158.88' N 60.24'53' V 70'52'58' C-19u 137.00' 10.02' 9.02' 19.01' N 87-54'43' E 07-32'09' C-19b 137.00' 52.74' 26.70' 52.42' N 77'17'27' V 22'03'30' C -19c 137.00' 51.28' 25.94' 50.98' N 55-32'19' \J 21'26'46' C-19d 137.00' 44.17' 22.28' 43.98' N 35'34'42' \.I 10'28'28' C-1ge 137.00' 3.27' 1.64' 3.27' N 25-39'26' \J Ol-~~ C-20 27.00' 10.60' 9.69' 18.24' N 05'14'07' V 39'28'34' C-20u 27.00' 6.10' 3.10' 6.16' N 18'25'09' \J --- - 13'06'30' C-20b 27.00' 12.43' 6.32' 12.32' N 01'19'08' E 26-22'04' C-21 40.00' 35.11' 10.77' 33.99' N 39'30' 43' E 50;17'07' C-22 14.00' 22.13' 14.14' 19.90' N 69-55'37' V 90'34'13' C-23 133.00' 165.31' 95.24' 154.87' N 60'14'56' V 71'12'52' C-23u 133.00' 2.07' 1.03' 2.07' N 25-05'12' \J 00-53'25' C-23b 133.00' 36.06' 18.14' 35.95' N 33'18'00' V 15'32'10' C-23c 133.00' 33.24' 16.11' 33.16' N 40'13'48' \J 14'19'16' C-23d 133.00' 22.20' 11.13' 22.18' N 60-10'17' \J 09'33'52' -, - -- C-23e 133.00' 20.41' 10.23' 20.39' N 69'21'02' V 00'47'36' C-23f 133.00' 23.35' 11.70' 23.31' N 78'46'29' V 10'03'19' C-23n 133.00' 27.98' 14.04' 27.93' N 89-49'45' \J 12-03'14' C-24 55.00' 50,49' 32.35' 55,77' N 53'40'51' E 60'55'35' C-24u 55.00' 15.73' 7.92' 15.68' N 75'56'58' E 16'23'19' --- -- - . C-24b 55.00' 42.75' 22.52' 41.68' N 45'2.9'11' E 44 '32'161 C-25 14.00' 21.99' 14.00' 19.80' N 60'13'03' E 90.00'00' ~_-26 14.00' 21. 99' 14.00' 19.80' N 21.46'571 V 9Q~~O'OQ~ C-27 _~9.00' 30.84' 17,06' 29.41' N 53-4.Q:5Q.~ 60-55'35' ~-_._- C-28 107,flO' 132.99' 76.62' 124.60' N 60-14'56' V 71-12'52' -" C-29 14.00' 27.54' .,21.04' 23.31 ' N 31.43'16' E 112-43'32' 137.00' . _., ~ ,------ C-30 60.10' 30.54' 59.62' N 79.20'58' \J 25.00'01 ' --. 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(1\f\) '00 '\ <: ~ ~ r-3 ~ .-3 OM Oz ~ =-i ~(J) MZ o M -i Ot::J~ :l c::: t-:J:j < ~ ~ 0 ~ (J) 0 0o'~ ~ ~ "F-"U X ~ :u~~ > Z --. ~ -"",-,,-- -,-.,,-. "- ./-',/ ~ .'--, -.~ /". '/ /"'., """. .....,., /' -. '" tv ~~ (I)~ 176\ ~ ~/ ~:) ..:> 0" c) '6',,"~ en ...-, ~~ (l)CJl Iv') ~ <'2' . 10;<> '<<" (J) .85' t (J'I -- t--'- / ~m I cr :-'l ' / I U1 !1'2,." ~ / I;?J, ~ 116~ II Q !1lR; ~ ~ I .,,0 ~ , 9 I · .,. --.....L I N 01"47'21" E P 106.771 F /; (J\ VI o (J'I · I / (/) '.,. VI vI I---L &: ~ I ro ~ :'11;: CD · C ~ II p - N 01'43'48" E ~ 106.75' 11 ~ w~ {1'1 -'1 CD .~ ~ VI I---"" "tl lit ..,.. ." VI c.o 0'., ~.' (Xl :I \ \ _ N 01'43'48" E \ (J\ 106.75' \\ f\) ~ Vlg; N '-.D ~ ~ :::! 0 ~ to \ N N 01.4J'48~ E \ ~ 1~6.75' " ~~ N \ \. '\ . ex> ..-... \.\. N 01'43'48" \ \ 108.83' \ (J'I \ ' \ ~/)(J) l~ \ :'1&: N \\ ~'y ^> (' [ .e t '90 ~ M "tr.Zl.tO N (/) <t. -..J. 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" //' f W o . 06'07' 35" ~ ['(;} 23.00' l:6'Z~ M ..Lc;.LZS-O VJ N to ()) t.tJ VJ N (J1 r:rZ-~6 M \ l\J ex:> cs:g' L ~ ~ Ii ,,6 ~ S<z ~O N l\J ~ c ~g" L ~ ~ M ..ZZ.~<;,<;O-N l\J m c9Z~ ~g'z.cao N l\J Ul .L~ ~ .Z \. ,c;. \. l\J ~ . $ill 4.Ls.6c;.Z L--.l l\J . c...u (J) 1," ~ \, \ ~ < .6t:r ~Z \..c;. \. .6C L \. \. I"" ~~~ ~ ~ )> q ~q - Ci ~ - I M^GNETIC ~ ......j (Jl I N ..L c;:; . LZ.s:O-, ~ -lZ0J - to '-J (J1 m · ()) '" o <.D. ... ~~c Y~ -i -l r '-J :: fT1 fTl{f) ); -u '-'" ~ U'01' ~ . . ~ ->-J ~o# o#~ ~ ~ l :E VJ -...j O~ CS~ <Ct> t?1~ \Z ()) ....... . (J\ ., .~ ~ ()' s :. fTl cP, . (\ , .~ l\J l\J M c;v ~ c Z ~ .l ,ag-ra l ~ W ,gg- L6 gOT 3uv~,Z ~ l'0 '-d .~ t?1VJ ~~ t:::l L-I ~ ~ ';d Z r"~ > VJ.. P . --=:l N t:r:1 t-:l ~ l?j > (/) t:r:1 ~ t:r:1 Z .-3 Z o - l\) ~ o N tv l ~ 9 c 9 ~ · 80 - ~~ 01(]' ~-> -.\ . 0# ~ ~~ I vi :tl (\/~~ (/\ r~. J -,) 'f, (\;' .~ '- '-. ,~ &.1-0 !6t .:~;. 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II .p. o w C- o CD Z o )> ill o ~ N o o w~ PHASE I THE PURPOSE OF THIS PLAT IS TO REVISE THE FOllOWING: THE PROPERlY LINES THAT ARE ADJACENT TO PINEHURST DRIVE FOR LOTS 38 & 39. THE GREENBELT DETAILS. SEVERAL LOT AREAS, FOR THE PLAT THAT WAS PREVIOUSLY RECORDED IN PLAT BOOK #25, PAGE #99; ON THE 19TH DAY OF SEPTEMBER, 1994 @ 12:00 PM. FINAL SURVEYORS CERTl FlCA TE It is hereby certified that this plot is true and correct and 'NOS prepared from on actual survey of the property mode by me or under my ,up~r(ision; thqJ all'. !}1onuments shown hereon actually exi,t or ore mor1<ed os .. fuhue" ond .tnoir location, ,ize, typ~. and material ore correctly sho~n: . ~ This plot conforms to 011 requirements of Georgia Plot "'\ ,,-...'j> '" . 't Act. By ....,~,~-, '. ~" t:,. '-t-. '. \ "<.. Registered Georgia land Sljrv'eyor No. Z lo~ Dote It. ~t- -72- ~~ FINAL PLAT APPROVAL This plot complies with the lonin9 requlotions. the land development ordinance and all other regulations governing the land development for th~ ~i2'. ~t Pef.cht~ee City. c~~; ~; ---- D~;e- 1.'>- 'I trj ~iV~al~C~rC)N-~-y)-tV'rYlC4}f\ ~ DJt1e~'" ( 5'" --9 ~t ~...,., Jfj ~.or) .../Iif -'.cl-- 1.5-. f--I _ ~ I 'lor ~ry Manager I i ' /r:-- Dot~ ~LC;V}t,<:.~t(1.flc.~e-~<k _ / .1., --Ii) ~- C; ~ Ct~ CIeri< f, Dote /)~UJ) bL ~/,~,..-.<) " . /; . N;~' 00 y:~~g;~"~~~~~ (: LOCATED ON fHlS TRACT OF LAND, l) ~ t-.-., ~ -< C.) ~ 1 Lors (51) - STREETS - C -- 22 RADIUS == 1 4.00' LENGTH == 22.13' TANGEi'JT == 14.14' CHORD == 19,90' BRG == N69'S5'37"W DEL T A == 9 O' 34' 1 3" 287,592 S.F. 6.602 ACRES 46,827 S.F. 1.075 ACRES C - 21 RADIUS == 40.00' LENGTH ::::: 35.11' TANGENT == 1 8.77' CHOF~D == 33.99' BF~G == N39'38'4,3"E DELTA == 50'17'07" 1 ' \ 1" c~~ ~ 0 , Co. 0 ']; \ au' " 1,\1 ~~ .. '\'\ D , \ 0'0 <<0' 39 " 1,\1 , ~ l' D~ (\ 1 \1.\.)' 38 -N 24'38'30" W " \\1 ~ ~1 ~\ \'-\ D \ )'C.D C -- 20B RADIUS == 27.00' LENGTH == 12.4:5' TANGENT == 6.32' CHORD == 12.,32' 8 R G == NO 1 ' 1 9' 08" E DEL T A ::::: 2 6' 2 2 ' 0 4" NOTE: THE REVISIONS CONSIST OF THE TWO ENTITIES THAT HAVE BEEN BOLDFACED. THE ORIGINAL DIMENSIONS ARE DESIGNATED BY ( ). 1 4.06' (4.50' TO EASEMENT 9.56' BETWEEN EASEMENT & GREENBELT) c~- 208 , FIN AL REVISION PLAT LOT AREA REVISIONS C - 1A RADIUS == 2828.58' LENGTH == 16,24' TANGENT == 8.12' CHORD == 1 6.24' 8 R G == S 6 1 ' 4 1 ' 45" E DE LT A = 00' 1 9 ' 44" (S66' 6/ <l6J . 6 1 J ,5/J, 6/ (" .6/ ' C - 16 RADIUS = 25.00' LENGTH == 11.39' TANGENT == 5.80' CHORD == 11 .29' 8RG == S10'09'56"W DELTA == 26'06' 1 4" LO r tt REVISED AREAS ORIGINAL AREAS 3 7328 SF 8626 SF 4 5354 SF 5343 SF 5 5288 SF 5277 SF 6 5726 SF 5276 SF 13 6183 SF 6185 SF -. 5905 SF 5928 SF 21 22 5678 SF 5688 SF 23 4242 SF 4239 SF 24 4246 SF 4240 SF 25 4333 SF 4314 SF 26 4399 SF 4391 SF 29 4000 SF 3998 SF 30 4953 SF 4957 SF 31 4926 SF 4746 SF 32 5253 SF 5176 SF 33 5238 SF 5191 SF 34 4842 SF 4847 SF 35 4796 SF 4832 SF 36 4921 SF 4886 SF ~- 6122 SF 6099 SF 38 39 5522 SF 5532 SF 42 6472 SF 6470 SF 44 5622 SF 5614 SF 45 5306 SF 5325 SF 46 4770 SF 4789 SF 47 4355 SF 4379 SF 48 5248 SF 5180 SF 6990 SF 6974 SF -- 49 " ~ ,bc'1 · 'Jt;.. 'JrO ~'Jq D'1-' Gl?fl;e 1v66. 'lvlJ bZ 16'5 /1;: ~. 'r1 /' it .88' 1. 522-1 6' 51" E 38.70' C-1A C-16 C-18 / ~ ~~ / I !1}J ,,0) ~ )"-. ~ 0' NOTE: C-1A IS PART OF A 10' PEDESTRIAN PATH EASEMENT C - 18 RADIUS == 35.00' '_ENGTH = 25.70' TANGENT = 13.46' CHORD == 25.13' 8RG == 501'14',32"E DELTA = 42'04' 38" 14.06' (4.50' TO EASEMENT 9.56' BETWEE~J EASEMENT & C;REENBELT) 56' UTIL ESMT S 2 ,)0 1 j' 0,3" W 48.56' GRAPI-IIC SCi-\LE OWNER/DEVELOPER J. ROBERT ADAMS & COMPANY P.O. BOX 2429 14 EASTBROOK BEND SUfTE 204 PEACHTREE CITY. GEORGIA 30269 (404) 487 -4663 GREENBELT NO. 1 o 15 , 20 30 60 I ( IN F'EET ) 1 inch == 30 It. C - 28 RADIUS == 2828.58' LENGTH == 83.94' TANGENT == 41.97' CHORD == 8,3.93' BRC == 563'50'53"E () DEI T A == 0 1 ' 42 ' 0 1 " /. 5 '- 66. - I ;0 ~ <'0/, 16'5/" ~a6 f ~ 0 ~ 116 (:;"~'). '\ C-2A '~ 6~50') < \ ~ ~ .13' G l?e C,,~~~ 1v66 li'l\;:lle ~ ~~ '16' 10,,; -0 Z~ O~ 5'>JJ <.11 ().. / JA~ J .~ yy C) "-. 7 7 V) · 6.,50J ~ o NOTE: C-28 & L-2 ARE PART OF A 10' PEDESTRIAN PATH EASEMENT. C-22 N 680 42 ' 5 7" E 38.70' ---- N 24-38'30" 'N C-23A I'] I : [-2 566046'57" E 28.18' ,or (,__ (' . ~I '/ ,) 1.-- ~ .....) c') J / t-""- , . (~ - 23A RADIUS == 1 ,33.00' LENGTH == 2.07' TANGENT == 1.03' CHORD == 2.07' BRC == N25.05'12"W DELTA == 00'53'25" 1 0.00' 56' UTIL ESMT~ N 2 30 1 3' 0 3" E 44.30' C - 2A RADIUS == 35.00' LENGTH == 25.70' TANGENT == 1 :3.46' CHORD == 25.1:3' BRG == N47.40'36"E DELTA == 42'04' 38" .. 40'~l)O' ~~CE~~TtO GREENBELT NO. 2 DEe 19 1994 PROPERTY LINE REVISION ~,; Pr" \ (' r n;' C ~ \'1 P ~_ f\ rl~ ~ ~~ :~; ~ \ .;.. ~ , I ~,r- 'f~ t ~', r : . (~I T '( ('" i d)" Ii - ~~CJ~"",_"~_I~-: '~.!~ __j_,l~.l~l, ~ll). ~ ~~~~ (f) z ~ ~ ~ o ~ en I o n I co z ~ o 6 ........... w <.? ifl G - ~ ~~ :> ~z r -- 1 (f) ::J ~~ ~ 00 ~~ ~ ~~ ifl ~ .~ Z~ ~ ~~ O~~5>-- ~ ~ ~t:: ~ ~O o ~:3~ ~ ~ ~ ~ Z 5 ~ ~ ~ ~ ~ Q.. :> W l- e:( o z o if) if) :2 m ::::J if) ... 0 0 0 ~ I n en N I .,-- II 0 en (0 ::: I <{ .,-- N . . 0 W . . Z --.-J W <{ t- m U <t 0 (f) 0 -'") -.J <{ Z C) er::: o ! w ~ w Z Z Z 2 - CL I-LJ CL =:) <t .--.J W ---.J Z Z <1: er:: < C? v C) ~ Z 0 , W .,-- I 0::: 0 er:: 0- N I .. () Z >- ~ >- >- m z m m 0 > >- 0 ~ ~ 0 CD 0 w <1: U w w > er:: <t Z Z 0- 0 ~ v 3 u er:: (f) - (f) < W CL C) w er:: I CL W 0 0 () <{ er:: u (/) v ~ u c.j .~ ~ . r-1 (J) v ~ n (/) <D f' ...... 8 I c v (j) 0 1.0 E ,..... n ~ ~ N -v a.. 0 Q) v 0,........ V ~ ;~~-v > Q) ::J 0 V V)O-v -0 ~ n '-" ~ ~ v . I > x ~ 'rl 'c.Q 0 01 0..0 0 ~u.. c ~ 'c .:::LO C ~ ~<1>f') .2 ~ o<-'n Q. " 0- Q) -<'.I <1>2, '0 ~ .:::LClO C -3~n .2 ~ r-Q ......~ 1")4: ~ I") ---- ~~ N ~ (f) ~ N 0 ~ 0 v V '../ V ~ t+--1 .~ C:q ~~ V CJl C ~ ~ v ~ ~ (j) :~ C0. (\j () --- ~~-- H -'>~-~ _ - _J J ---~ - - - - FINAL Pl.AT APPROVAL This plot complies with the zoning regJlotions, the land development ordinance and 011 other regulations governing the land development for the City of Peachtree City. CL~YVf~~kl~'" City E ~ineer . ~ ~<)~- /~S"~1-~ Dote ?Yr S -/J-- 7~ Date ~ - /~ ,<J:t.;' Dote . oyor ICily Manager ~uL~ City CI rk S"../$-9S Dote C-9r OWNERS ACKNOWLEDGEMENT The owner of the land shown on this plot and whose nome is subscribed hereto, and in person or through 0 duly authorized agent, oc~nowledges that this plot was mode from on actual survey, and that he or she is awore of and ocknowledges chonges shown on this plot f Owner/Agent 9.-.-f (1J2e.. Dote: !:"/ltfEt C-9s N 2 ' 2'" i 6'. E----------- 7.28' J 7968 S,F. - \'" N 8 g' 58' 1 3" W 1 42, 29 I - - ---.- - - -~-- -- DRAINAGE EASEMENT 76.10' 7;10* . C? (J? -~- ~ e.... ~ ~ ~ ~ ..... f"'. -~ ...-, ~..' - ...... 'f" _J - _ r ~'-r r--'..... ...., ~, '-1 \ .A!..-..-J ~;...--1 ~_lo,..- ...' ~~.-. ~\ \~ U'! z U! ~\~ ~\~.. -- N1 co .j ,~ -- ~ ~ N I~, ~ ~ Ns ' ~ \ ~ \~- , U' ,.- ~ \ \~- .... \...: '.....=, -,' ...~ " -<-'- " ..L-"- .J.~ .J. '--, --J. N 40. 1 1 '0 ,. 6,5.3' N 84'08' 38" ( 36,89' 40,84- -- ~ ~ ~ \~ ~ ~ ~,~ ~ ~ \~~ ~ f1' ~ 35' U11L\1Y EASEMf.I'H . 22.i2'16U E 9.45' ~ \ ,~ N ~ ,0 ~ \6 o \.0 U) ~ '.$> \ ~ f1' 1 0' DRAINAGE EASEMENT z I 5893 S.F. z o ~U1 -a J -.I ..... 03N ~ N:= 6128 S.F, G ~ H 5951 S,F. ~ ') .c~ , ) ",.< ) ,,/ ;-- 0( '_.' I , ' N 38' 35' 11" W , , , 1 .3' 26' t . II (. , 47_,_ l'l .~ ,'.5 7 s~ f.ASOAEN1 ORA\NAG C -, 8t 39,56' 50.00' N 84'08' 38H E ....- ., -,:r ....,.. .-, . r - ..r - ,-1 r"~ . - ~ ..r - . \ ... ;..,. .-JI! .....r- ...,.. .. ,.. ~ '.-- ~,.. '--~ ~~ ' ...--r"'-';:, .( ,~ ;\ A~ ~j '\ .J.~-~ .....~ ..~ ..u- ~ ~ C-8t R=811 ,75' R=811 .75' R=811,751 L=4.44' L=46.04' L=8.44' T=2.22' T=23,02' T=4,22' CH=4.44' CH=46,03' CH=8.44' 8RG=N 78' 19' .3 r' E 8RG=N 80.06'25" E BRG=N 82'01'46" E 0=00'18' 49" O=O:S'4'57" 0=00' 35'. 44" C-9r ~ C - 18r R= 110.82' R= 1 10,82' R=587.00' L=13.13' L=34.88', L=5.56' T=6.57' T= 1 7,59' T=2.78' CH=13,12' CH=34.74' CH=5.56' BRG=N 86'27'11" E 8RG=N 81'08'07" W 8RG=N 77'03' 33" E 0=06' 4 7'14" 0= 18'02'06" 0= 00' 32' 33" C-18s c- 18t C - 190 R=587,OO' R=587.00' R=137.00. L=57,64' L=12.16' L= 18.02. T=28.84' T=6.08' T=9,02' CH=57.62' CH=12,16' CH=18,01' BRG=N 80'08' 37" E BRG=N 83.33'01'. E BRG=N 87' 54' 43" E 0=05' 37.34)) 0=0 l' 1 1 ' 1 2" 0=0732'09" CiO~. 1ft; \~ c.J. :10 . f? I~Y GRAPHIC SCALE 20 0 ~ to I 20 40 I \ ( IN FEET ) 1 inc h ::: 20 It. .....,..-, -'~ f .1 RECEIVED' MAY 16 1995 OFFtCE OF CITY PLANNER ~~ AC'1TREF CITY, GEORGI~ THE PURPOSE OF THIS PLAT IS TO REVISE THE FOLLOWING: TOTAL AREA IN PHASE I - 349,334 S.F. (8,0196 AC,) LOT AREA (47 LOTS) - 278,993 S.F, (6.405 AC.) LOTS 25-30 FROM DUPLEX LOTS TO SINGLE FAMILY LOTS J, I, H & G. REVISE PHASE LINE BETWEEN PHASES I & 1\ PLAT WAS PREVIOUSLY RECORDED IN PLAT BOOK 25, PAGES 99 & 174, 175, 1 eo I r-- ~~ ~~ (f) ~z O~ ~ ~O::: <0 ~ o...~~ ~=::c~ <~CJ) ~Z< ~O=::c ~ O~ ~0 CJ)< >--4~ >~ ~>-4 0:::> <( (j ~ o w ,.<.::J I- U,. -~ ~z V)::) -0 Ou Iw J-J- tOr- lOW -->- ~<( l1... J- ,. g~ oU Zw :5w a:: l- I U < W Q. 0 0 0 lJ) to N (j) -r-- I 0 II 0 to -r-- <{ ... I ,. lJ) r-- 0 , , Z W -.J W <{ r- eo u <( 0 (/) 0 J WZ(j)zr- ~ w-r- <t:Cl..IQ..:J Z~0~Z <..?:J<..?z6 I Wr-- O::::<(~Y:N . o z ~~ ~iit5 >0>- 0'- I-waJOw<( Uz w>O:: <{ ,,, Z ~ 0 ~ '-.J 3 U fr:: v I (f)<{WQ..(.? 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