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The Point on Lake Kedron - Phase 2 ( FINAL SURVEYORS CERTIFICATE It Is hereby c~~tlfled that this plot's true and correot and was prep<lred from on ootuo I survey of the ~operty made by m& or under rrrJ 8UD~rvlslon' thot 011 monun&nts sho'M'\ he,..eon ootuolly exlat or ore marked os -f\Jtu...e" and theIr locotlon. s'ze. type. and mote",'ol are correotly &hown: ::~~gZg:::~::mnts of Ge~oJo Plot Aot. ReQ I atered Surveyor N .~5'8D o _____________ Oote_~A~~ FINAL PLAT APPROVAL ThiS plot compIles wIth the zonln9 ,..eQulotlons. the I and deve I opment ord I nonce and Q I I other reQU I at I ons 9Overnln9 the land development for the City of Peachtree CIty. ~~~ 7..." .,,11 --- ----~------- ------------ ~~EnOlneer Oote rJ~hilll- · -'a?~~_ City Planner ~;~~ J) h ~~ . L:(t.:ZX._ ~~-=~ ~~~~ Dote ~J~lt~- t~te MAINTENANCE GUARANTEE The undersl9ned. Its successors and asslQns. hereby warrants and Quorantees to the CIty of Peacht,..ee City the 10 II and complete maIntenance of 0 certaIn Irrprovement kno'Nn os The Pofnt on Loke Kedr'on Phose Two and more po,..tlcularly &hown In Plot Book ___________. P~e(s) __________, of the Foyette County Records. ThIs wa,..ranty and gUOf'ontee Is made In accordance wIth the Peachtree CIty Land Development O,..dlnonce. This gua,..antee Inoludes not only pavlno but also 011 other oppurtenant struotures ~nd amenitIes lyln9 wIthIn the rIght-of-way of sold rood and In the Ql'eenbelt lnoludlng but not lImIted to 011 curblnQ. draInage pipes. culverts. catch bosfns, drolnoge ditches. b Il<e paths. cart paths and pedestr I on paths. Ut I I I tIes owned and operoted by 0 governmental body or pub I 10 utIlIty company &hall be the responsIbIlIty of sold governmental body or pub I 10 utIlIty company and not the developer. The developer sholl correot and repaIr or cause to be correoted and repaIred 011 d~ge8 to sold Imp,..ovements reSUltIng f,..om any cause ~atsoever. In the event the developer falls to correot any damages wIthIn thIrty (30) days after wrItten notIce thereof, then sold damcges may be corrected by the olty and 011 costs and charges bIlled to and paid by the deve I oper I butth I s remedy sho I I not I I ml t the 0 I ty. and It sholl olso hove any remedIes avolloble to It os opproved by low. The terms of th I s Agreement sho II be for 0 period of t'ro (2) years beQlnnlng on the dote of wrItten acceptance of sold Improvements by the cIty os evfdenced by the fInal plot opp,..ovol of saId completed Improvements. After the termInatIon of sold two (2) yeOf' perrod the olty sholl be responsIble to the ortlzens of Peachtree CIty for the maIntenance of sold Improvements os provided by low. No roodwoy and assoolated rIght-Of-way sholl be accepted by the cIty for maIntenance unless It scores 90 or above on the cIty's asphalt pavement ratIng form. ProvIded. however, any d~Qes ..., I ch occurred pr lor to the end of so I d two (2) year perIod and whIch stIli are unrepolred at he termInatIon of sold perIod sholl remaIn the responsIbIlIty of the developer (wrItten notice of sold damcges must be olven prIor to the tIme the two (2) yeor perIod ends). IN WITNESS WHEREOF, the developer has coused thIs Agreement to be executed by Its duly authorIzed offIcers thIs Ul.1.~ay of ----~.L..--. 19~ c----- J:ff2 By. _~d~"""v- Tltle:_~~~_t2_____ "- FINAL PLAT OF THE POINT ON LAKE KEDRON PHASE TWO CITY OF LAND LOT FAYETTE PEACHTREE CITY 123 7th DISTRICT COUNTY GEORGIA CERTIFICATE OF DEDICATION Stote of Georofa County of Fayette The O\W19r of the I and sho~ on th I s p I at acknow I edtJes that th I s plat wos mode from an ootuol survey, and for value received the sufflclenoy of which Is hereby aCknowledtJed. does he,..eby convey In fee sImple to the City of Peachtree City. GeorQla. and further dedlcotes to the use of the pub I 10 forever all streets and rIQhts-of-woy. alleys. cart paths. watercourses. draIns. easements. oreenbelts and pub I 10 places shown he,..eon. except those easements deslQnated on thIs plat as other utIlity company easements, and except those streets speolflcally dedicated on this plot os private streets. In conslderatfon of the approval of thfs fInal plot and othe'" valuable consideratIons. the owne,..s do hereby agree to hold the City ()f Peachtree City. Georolo. hOf'mless for 0 fIve (5) year period from any and 011 monetary lIabIlItIes ~Ich may arIse from any and 011 ololms. domoges. or demands arlslno on account of the deslQn and construotlon of publlo Irrprovements of the. property shown he,..eln. to Inolude but not lImIted to . the roods. streets. ~111s. embankments. dItches. cross drains. culverts and brldges wIthIn the p,..oposed rIght-of-way shown, resultlno from any and 011 causes other thon by an aot of the CIty of Peachtree CIty. GeorQlo. And fu,..ther. the o~er wo,..rants that he owns fee sJrrple tItle to the property shown hereon and oQrees that the CIty of Peachtree City sholl not be liable to the underslQned or subsequent owners In tItle for 0 period of five (5) years for any olalm of damages resulting from neglIgence In exerolslng enolneerlno technIques and due cautton tn the construotlon of cross draIns extensIon. drives. struotures or buildings. the chanolno of courses of strea~ and rivers. floodlnQ from naturol creeks ~nd rivers and any other matter whatsoever on prIvate property. Any and all monetary liabIlity occurrIng under thIs paroQroph sholl be the liability of the owner. I fu...ther wo,..ront that I have the rl9ht to convey saId lond accordIng to thIs plot and do hereby bInd myself and the owners subsequent In tItle to defend the covenants and aqreements set out. IN WITNESS WHEREOF the undersIgned by and throuQh Its duly authorized corporate offIcer has executed thIs document thIs Jk~~ay of ____~-----. 19~~__. :~:~~~ITY ~~~~@2____ ~.. Ie: ~t:~~~el OP~<Itln9 Offlce~ - ~1iJ{j1~~;. ~f) . ~ .-~? -{J 0 Notary Pu I 10 (atJtHe. cb . STATE OF GEORGIA I The conveyance of streets and r"19hfs-of-woy and publIc dedications sho~ on this plot ore herebl accepted by the City of peac~tree CIty. GeorQla. ThIs the __ ~__ day of ____~~__~-----, 19_~~__. THE CITY OF PEACHTREE CITY. GEORGIA By: _~Ji~__f~-t~- Mayor f.\\\\,"lIltM~~$t' ~ AOI_~'~' ot~_~( ~~~?J: 4l'''~ L~uYc~~:C_- ~~~'."O TAN.. O~ .~ ~~(.. \'~'~ . · ~ .! E' .... - -- - --- -,--- N f;l0RGIA ~ ~ . . ::i ~ .. MAY n ?rD1 : ::r %~~~~. ttJ"~ ~;~-~I Ord. No. 544. 8-2-90) ~ v. . (J \ "". " ~ ~ ~~.~.l1...~'~~ .~~ ~ :"- I:A CO.v ~...,. '7ttt11fl," 1\\\-# /f/111f1/lIll1ll\\\\\\\'\ ----~~p R fN fETf'..'--"-"ll , . J i . )lt6 f~J8 i I SOUTliEASTf: R~ ENG I N E ~j .-. ...- -". ~;( C -.f\OA. ' , .. , ~'~. ~.. .' ~ ~~' : ; :~ " t.'~ p' .:; . :t:, , C . '. ,1 I' ~ :"i .. _,.(;' ...35 J 12:c..I(':/; / I . ~.. ,.. ,\00, ^ ~ r; I · ';4 - . PrN:/fm't ~ a lJ i, h ,~ ~.lp~ 0 ~ I~.~~ #~l \,..1 \..J~l' ~ '3 ~~ ,.' . . ~ lp.....~ .- .. ... -- ...... ,~ $IA()~.( .f.&. ~ - I . I' -"dS f. i" '#, '.t,I'" j ~ .'~ - '~} (ft ~J ~ l1:a ~,_>. .~~~:J(ti . , 'J~ ttJ ~~!J \!)o.:11P~~~'r~:..,. ~~\~ :~ S' ; l.J It, \ I' : '..:~:i t~~rJ~ ~ ) E~OV II' '~J~~ .~y~ ~ ~j I ..... · Y' l~'\r~~tf.~?"''l~,~, t~ .\ ~ fJ ~...\ Il '. I - ::~ A"'P f . -it-.:....I-~-. ~," ..~,-t ~ ---- --- .. i ~(O~ ~ --- I I ;Pa~'-. '~. .1..:;". ...0 i '1:.1. 0" .~~ ...... ..c. 'i'~'b'''~? ! .I:,"'. oj' . ,', r'" I i,j;.f0,MI(^ ,,~ 33 '. .' ~;'~,f.~fl"'~ :~""'~'" ~ i'-1'tt:'J1I1'-Ll,:. "='. ,..t.... .. ~~\'''..L.~;;.. I . C) LOCATION MAP PIPE CHART NO. SllE/TYPE LENGTH INVERT ELEV 1 18'ACCt.9 J79' 011 891. 88 2 18 'CMP 80' 012 880.81 J 24itACCMP 176' CD1 815.35 4 JO'ACCMP 30' CB2 874.74 5 30'ACCt-f' 159' HW1 813.15 C63 85....28 6 18'Ct-f' 112' HW2 647.87 013 859.81 1 1S'CMP 16' C8... 851.98 8 24'ACCMP 30' C85 856.90 9 24 'CMP 188' JB1 846.47 10 24'CMP 28 HW3 846.02 0(4 864.69 11 18'Ct-f' 14' CB6 863.98 12 24 'CMP 30' CB7 863.41 13 24'Ct-f' 118' HW4 851.82 CB8 860.69 14 18'CW 121' JB2 841.81 15 18 'CMP 162' HW5 846.31 OS1 646.08 16 JO'CW 62' HW6 843.11 OS2 642.39 11 JO'CJAP 35' HW1 640.01 OS3 844.42 , 18 30"CMP 54' r HW8 840.76 NO . TOPS NOT CONSTRUCTED AT TIME OF SURVEY :r.~t.~.'.~. ~k.>>.;~.. I..d~a.: tJOll . ~..f';~' ,,4/d-- 1'[.J.~.-!~~~"~tltr\.J '" NOTES. 1. OWNER/OEVELOPER: PATHWAY COMMUNITIES P.o. BOX 2001 PEACHTREE CITY. GEORGIA 30269 170-481-3~85 2. ENGINEER: SOUTHEASTERN ENGINEERS. INC. P.O. BOX 103 FAYETTEVILLE. GEORGIA 30214 110-461-4292 3. TOTAL TRACT · 60.06 ACRES TOTAL AREA THIS PHASE · 28.19 ACRES TOTAL R/W THIS PHASE · 2.51 ACRES TOTAL No. LOTS THIS PHASE · 28 LOTS 4. PROPERTY ZONEDa GR-12 DESIGNED BY R-15 STANDAROS FRONT YARD SETBACK - 40 fEET (UNLESS NOTED OTHERWISE) SIDE YARD SETBACK ~ 10 FEET REAR YARD SETBACK · 30 FEET MINlt.lJM LOT SIZE - 15.000 SQ.FT. MINIMUM HOUSE SIZE - 1,400 SO.fT. MINIMUM WIDTH AT B.L. - 95 FEET 5. THIS PROPERTY CONTAINS AN IDENTIfIED 100 YEAR FLOOD HAZARD AREA PER F.I.R.M. PANEL NO. 13113C0080D DATED MARCH 18. 1996. THE 100 YEAR FLOOD ELEVATION FOR LAKE KEDRON IS 841.0 o. FLOOD LINE BASED ON TOPOGRAPHIC SURVEY BY JACK BERRY AND ASSOC. (NOT FIELD LOCATED) 6. JRON PINS (1/2#REBAR) TO BE SET AT ALL PROPERTY CORNERS UNLESS NOTED OTHERWISE. 7. TBM - P.K. NAIL SET IN CURB INFRONT OF LOT 42 ELEV=861.42 8. WATER PROVIDED BY FAYETTE COUNTY WATER SYSTEM. SEWER PROVIDED BY PEACHTREE CITY WATER & SEWER AUTHORITY. 8. THE BASIS FOR DIRECTIONS SHOWN HEREON IS: STATE PLANE COORDINATES (GA WEST ZONE) LOCALIZED CONTROl NETWORK. 9. ALL BUILDINGS. SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARLY SHOWN HEREON. 10. DRAINAGE EASEMENTS LOCATIONS SHOWN HEREON. BEYOND PERMANENT STRUCTURES. ARE APPROXIMATE. SAID EASEMENTS WERE DETERMINED BY CURRENT WATER COURSES AT THE TI~ OF SURVEY AND DO NOT PURPORT TO REFLECT ANY FUTURE EFFECTS OF MAN-MADE OR NATURAL OISTURBANCES. 11. PRIVATE COVENANTS ON PROPERTY RECORDS ARE IN DEED BOOK 1110. PAGE 625. FAYETTE COUNTY, GEORGIA RECORDS. 12. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THISfRACT. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 63.909 FEET AND AN ANGULAR ERROR OF 01 SECONDS PER ANGLE POINT. AND NO ADJUSTMENT WAS USED. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 321.616 FEET. EQUIPMENT UTILIZED: ANGULAR - TOPCON GTS-303 LINEAR - TOPCON OTS-303 EDM NO NGS MONUMENT LOCATED WITHIN 500' OF SITE. DATE OF FIELD WORK: 8-8-96 THROUGH 4-23-98 IN MY OPINION. THIS (S A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. ~q~ W. S. Boorrd'.1;;:);~L. S. #2580 ~ 4(, O.-!t G / ~ . ~ <> 58 f..i L...t '!J /11"" , I PROF .IO~... ~~~ ~ ~ .,lSrb $U~~~~ . ~ BOo~\~ REVISION CKO DATE '"' i .... . j i ~ j ~ ~~~, . b~1 ='J3~ ~Jf ~ ~- ~~2E . ;! ~..~. ~ g> ~ CJ) .~ ~ CC ~ <L)W~ 'th W -I ~Z'~ <L)-. ~<D.~ '~Z~ ~ Q ~ z 0 ~ Q ~ ~ ~O ~~ >0- .... ~ j~ ..... U < w ..J w a::: 0.. .... ~ :J: Z~ U ~ 0 4: W ~ a.. Z u. P-4 O~ 0 ~ >- .... ~~ ...... U Z ~ 0 ~ ~ :I: ~ , , .J PROJECT NUMBER '"' 96029 . c( (,) . >- ~ UJ l- I- W >- 4 LL , ..... o .... a:: l- V) - a .c ..... ,..... C'f) ('\J ~,r.:' c u, c DRAWN BY TJ CHECKED BY <;'J a. SB BB J R ~ -'''- a.. 6-24-98 ~. L .:.) 'Jl ../ Q' ~~ DRAWING NUMBER ~ 1 OF 2 G - 2.5 . (j g ISSUE DATE - FILE NUMBER .J " WF THg POINf ON LAXE KEDRON PHASE ON! ....~ P8 29. PO 169-111 <) \~.. / ~ #' ,4,'80.,J, / 20' ~~j , :-..6' ~~ S.5.E.....~ ll'" Q r.......... .2. ~ <0 I 1 ~"_fi} ". I ..... ...J .?~.? :.. ~ ~ ' · a}, ., ~ I ~~ I 23.828 "~ ..' " 1\'8, sa.FT.@ Nose52'1S"W ' " :~.o:. , I O. ~ . 36 " " A~f :21 <. v6' /' 80. 74' :"9~' ,'Yb. ., ~!} ..'J,+ ~ ~.' ) '-..... .',s, I I ~ I · 6~ If ..... ~ .. / /' ..... ..... ..... S.J~ I I "/ 24.439 ~ S, : 3~1 / /~ ..... 'Iy~ I / ..-.1 ~.. . ______________ / / / / ~ o~. ~ ......J I '- 20' CART , I SO. FT. f'! ;" ~ ".!80. 20' / 't/ 20 rs,..... PATH & ~ ~"'-~W1N @ ~ ~ ~ 1 """ .16' q.E. '/ / ,,"> · .. ,I' 1 S.S.E. i..... I ........ '-4.l.Q - 0, \::!....Y ~ c1' ~ , 0, ~ t:o" ,,"> · -......., I "', I ........ "'r:t.....<~~" J ~,,~ .... 9)' /" , r---20'CAR lI) ,,' i~~~:..!I.J A ~ / I", ,~$'. '.~.' ,. ,!>9:i // ~l,J I PATH <'1 ~,s.? / / / ,?I 0..,0"............ /~, ~>~ N/F :.~:' // / 31.191 fri' EASEMENT <.80' 'S6' "1 20' ~,' @ ~ ~ ~ 11.711', ~.f 011 THE POINT ON LAXE KEDRON // / 4. SO. FT. :... !!/ I I ~~"~' 27,669 ~20''''''};4 ~6J SO.FT. "".-,~.,+ PHASE ONE / / ~v. "'..: 29.181 ',' ~lq j SO. FT. ~ D.E. <J' cb~..... -<$~.qft L 0,- V ' PB 29. PG 169-111 // ~/ "'~'~:"':o.. 9 iJ /? so. FT. , A (J' 7 4,,~ 2 /,..: ,.. / ~. v V" \::!Y ~, / ,:r / ... ..... 'I} 1 / C)v. : 5 ., / .... v V ' I ~ / I 'OS ;/J. L - - -N31~l!'-55"W J - ~~""'l'" ""'6\1 ~ ,"'30' 0:(' & :'.;', ~~ //" 19. 451 'is'9~'>~ ,-- Z'..,'@ l' ()~..~ /,,' / J .S~ . 7, _ _ 25.f~1.4.:.__ ...., I ~ ........-:::cr~t~ 5.5.E. '.. '.' i() SO.FT. " ,.,~ \\~~.1,~.t;)?> 'I lJ) '~I 1 ---r--- f62\ 30' D.E &~~~~OO:; .... :~~.' I-",j(/ ~~~ @/A---L,'A Il.<. ?,~ 46.949/,' " -:~ , ' C ~ 5.$.E. --~ 1~""'- 1 n. v. ~ - (" , ~,' 35'338@'/_l.t\24'748lv ... O.~-~........ 20' II" // /O)~ ~OO~>, A ~~ -1\ SO.FT.,' / L58 ,.., SO.FT. 39 / B ~ A SQ.FT. o.c" '61J.~o ~ -... --.............O.E. A~.~Y"""" / 'a.$'o' , ~ O@t' i:)' . \" 0) vQ.... .... ~. ",Q A":J::..J,.. 19.690 ~.. }. 19.61 6 OJ." 52 M.F .t=:.E,' " I ,~ cl..JI"'ve \ ~ ..... 'r-_' ........ ~ ,'2.~' ~ 'a't; SO.FT. , 1< 26' I A "" / en ,'L I ~,. #1 ~ ...... 22.460 ~Iq ....-'36 ~" ~ y E)' B $~ r; 8471.0,' /~ ..J. A~ ~ <V SO. FT. ~ 20' · 41....... -.....~"6.~1 ?. '56' 19 f-/,"~~8'-J3'55" ~ ~ .......... $.S.E. r v' ~OO '" ~ / ) S7 ' ~1/l-f--204'74_~- ---J l' 'q. .~.~ ~ @ -J~4>' 30.681 l" t> 21.991 'o.,$:, A ; '1 "E 1 L6 till,' I 20' CART ~ \- - ~~~~'/,1 Qp"~ ~ '" SO. FT. J? * ~ ., -\ SQ. FT. v. ~ / .t}' ~ ~ A fa / @) "'~':'OE. 7 I .0 / (I P A TJi -.. ~ ' ~ A. (~ (Q. 28 · 754 ... ~ 26 . 1 85 ~ ~ _ @ o,~ / '\ ~ I / / / EAS'EMENT ~ A ~ '). ~ ~ ~ SO. FT. ~ <D · 51 ~~ ~ ~ 41 . 774 1:3 / l // //1 r: \ ' .~- ,-1;)' B $6'. 18.19'~ 8 N ~ ~ SO.FT. ~~~ ~. ~ ,C)o, ~'l,' / SO.FT.t~ ~ ~J // / M.F.F.E. t4Q\ f6\1" \ ~,. C s: .9" 20' z t59' lJ) N .. ,~. ~ ,,'" fI~ (tq _VJ. ./' ,/ / 851. 0 '.:::;I ~,/<8, A "'" "\;>$ _ D IJ~' IeJ ~j @...O rJ" ~ """@tM.F.E.j. ~ 49 IJ TJ / <""'..... t: 64.044 , ___....--' 24'B/C .>.):. .,.,.. ~ ---- - r- __ __~. ../ A <>t' .,4.~' 844.0 ~~ - " ~ (t ", '", , SO. FT. " " TO BIC s., ,~l,. ~ A 56018' --- _ ___ ...----- ...O..s'~ 40.331 ....,. I /~ tl '1; ", 1 t;j1\ "0. il <!J!- n 134.32' DI~ ' C / @ ;t. SO.FT. ~ / L56 /-J ~ ~"" ' ~/D. E. HW2 I.;!..:J <9.<,,-- A ~ csttl;VE- -c:::::::::::- .. rl 2. 7:{; A ",. ~~ a <'.9<9 "> ~ 'V-"'/~~/ ~ ""'-....... "'" OS3 ~ 64.558 · " / rf ~ -,,!..- S84.0J'51lie- {11} ~~ca6 G~'4 ~) 36.257 .~~o.._/ )/.1 / 4' , ~ SQ. FT. ~ /,," A I ~- . I; ~ ~ So. FT. V / / / "v "" J- L4 ---- ~" ~~, \> ~ '-J "'-........ 30 32' '120.90' I p;...CBl _ -"S''? .~ ~.65 ~~ M.F.F.y // ~ 20' I )' _~ ~ M.F.F.E. ~- / l ' ~. 92.05' INr A 'fB ""~ ~ ; \ ~- 844.0 // /./ S.S.E. J~ " >> .,HW8/ -'I') 851.0 <5" / 1~30' O.E.-- -:-- -I , 0 ~ ~~ .},9, ~..>.. / I~ "'-I , ~/ / ~ ;, ~ 63.863 " '@ & S.S.E. 26'B/C -- -- __ I I@ ~ ~~ V'-28' I ~.s $'0 // / .~ _./ O.~. ~,_.//).:. '" '~ .~..... SO.FT. I / f43\ TO B/C f45\ :::-~'-=-W'\ '($) ~ J @ .f'" / /(L46 LS2 lI) J 4... l2 / / / \ ' , ..e> ;- I 1 \!.::J ~ ~, rOE ~ - ' ~ ~ A / / " _. -... " ~~ _~ / \,' " '" M.F.F.E. " / 54.606 ~ 45.211'" ~~ ~ v{~ 45.951 , / '-.. ~-"'-.. 1.8 \ \',....., / 848.0 ........ r_SO.FT. M.F.F.E. 38.178 sa FT HW4' t ~ C <If: / SO.FT. I I '" <~ ..... ' ..... .... - - 848 0 sa FT .. It 1 rr A I y.> ~~ .......... .....", ................ ""....(} ,-__ ----_.... .. 3t "~~ 58.091 A4\' J! /' M.F.F.E.,' I ') -J \ .....~.................. 1Ji' 'HW -- ~ -- M.F.F.E. - M.F.F.E. ~W08 ().~. SO.FT. "" x:J't t /' 844 0 I ~ ! ',.... r...... ... - 84-4.0 ~ 853 0 051 -+-- ,---- '8.' I ' L49 ~~ <'", \.." .......... .ZS~'E.' ~ / t :/D Elrr;sO _2 L-- ~ f> -= - _-_-~ j --=-~__ )~ ~ ' , ~~:. O\2.~. ~ i- @ j.,~ > - ,',/ ," .... '00" --...... ~ ~\ .. j@'O;;; f ~--__ '~,' H .....:t~ .............. :: 134 518 ?..'" I I ) ...... '"Ii -........" ,,"1'1.. f.O · ...., ..... h, - ~ l/i).~""'...i · I / (s f(~~:~'?2o,' Nisi -",-~r"Flf!!___~~~~o;8U~ H;6-J~""''''''.....~fr8~''A...'''~@'''''..J: SO.FT. I I I., "0 .,.,,"'.. (,) - 'l 0 /' "F",'ER , ~Jf....., .....,..... "j 5.....-'.,JJB2 ~ I I L45 / ~ o """"~ I ~'\ V) /" " , (j.. ..... ..... ," II M. F · F · E · I , I '~~-- '"/ ... ""'~"''''' \ ~' N ~ .......... "........... - 844. 0 ~ I " L9 ~ ~ L18 L22 III-,.,; ,'..... ~~ I 1ty I ( ~ '-42 '-15"~ ~! 1__ · '..lr:\1 1I6 lr;; 20' 'L {I~ ~ \ "--. ~, ~~. " I ~ t,~ 1 ~ ~ V-~~~ '--l'I1,.,?::j..... 0 I \ ,g, =~ ......,. I ..: I ~^' ~, ~ ,..... ~ ....." I,' ... -.. 0) TOP " DAW TOP OF DAW / j ~ ,'v ~ " . 20' "................ '....J I ~ · f lV ELEV~41.0 -J I I. ~....., I ~/:>" ELEV=352.0 j L 19.' ("" {.s.E. ....J w \.~o ~ ~ "...,.,,~~ " '" \ ~ ~ Gi ~ 1- ~ '\ ~~ J ~ ;:;;23 ~.,o '" '" g / o \ \ t- ~~ '" ~""/ / ! '\~ ~~!llijlcritiiA 111fl-1 ~::r I 0AA1HAGC cA$Q€JtTS l.OCAT10iS ~ HERlCJf. 81~ PIJUWl[Nf SJJb:TtAlS. ARI APPAQ)( "'ATr. SAl0 tAstt.QTS ,WlRC OInRMIHtD BY Ct.IRADf tArot ~$lSAr nc ll", " SORVl't Nt) 00 NOt ftNORf TO Ruuet >>ft fUTUAI UUCTS " NAH-*OC ~ NA T\JRAL 01' Tt..IWH<<s. NIF THE POINT ON LAKE KEORON PHASE ONE PB 29. PG 169-111 N/F SUTTON'S COVE FUTURE DEVELOPMENT :29'1 ~ . . /,. " . LAKE KEDRON L3 TOP Of DAW ElEV~50.0 LAKE KEORON LOT R/W CURVE DATA ~ 'Vo.. ' LOT NO. 31 38 39 CURVE NO. , A' , A' , A' 'B' , C' , A' 'A' 'B' 'c' , A' , A' , A' , A' 'a' 'c' , A' , A' 'B' 'c' 'A' , B' , A' , A' , A' 'A' , A' , B' , A' CHO BEARING S24'39'32'W S 11 ' 11 ' 19'W N36'56'35'E N2S'40'536'E N02'49'066'W S26'02' 146'E S81'31'48'E 511'46'416'E 541'33'066'E 560'54'21'E 515'53'326'E 586'18'016'E N85'19'35'E 564-02'13'E 556'54;556'E N6S-,1'S96'E N01'S6'55"E N09'30'156'E N45'14' 18"E N11' 39' 46"E 582'55'42'E N54-,3',66'E N06'33'49'W N50'2f'01'W 51S'28'36'W 520-,,'35"W S16'44'32"W 553'20'23'W CHD 45.38' 83.55' 51.2S' 29.93' 50.52' 61.92' 54.52' 29.93' 62.68' 65.24' 18.18' 21.48' 58.11' 29.93' 59.36' 50.91' 69.20' 29.93' 9.94' 23.06' 4.44' 81.02' 42.38' 50.04' 51.01' 63.10' 23.06' 11.46' ARC 45.43' 83.81' 59.11' 32.09' 50.59' 12.20' 56.59' 32.09' 62.82' 65.39' 18.45' 21.48' 58.8S' 32.09' 62.10' 52.65' 13.15' 32.09' 9.94' 23.96' 4.44' 88.30' 43.25' 51 .51' 59.24' 66.90' 23.96' 11.16' RAO 215.00' 215.00' 60.00' 25.00' 215.00' 60.00' 60.00' 25.00' 215.00' 215.00' 215.00' 215.00' 215.00' 25.00' 60.00' 60.00' 60.00' 25.00' 215.00' 25.00' 62.00' 62.00' 62.00' 62.00' 62.00' 62.00' 25.00' 225. ' I ~ 5TORM DRAIN ~ SEWER PIPE " LEGEND 40 41 R/W N/F BIC EIP NTS SQ. FT. CB HW JB Ct.4P ACCW O.E. ~ B.L. D. I. . OS F.S.S.E. RCP -S- @ S.S.E. L.L.L. RIGHT OF WAY NOW OR FORt.€RLY BACK OF CURB EDGE OF PAVE~T NOT TO SCALE SQUARE FEET CATCH BASIN HEADWALL JUNCTION BOX CORRUGATEO METAL PIPE ASPHALT-COATED CORRUGATEO METAL PIPE DRAINAGE EASEMENT CENTERLINE BUILDING lINE DROP INLET FIRE HYDRANT OUTLET STRUCTURE FUTUR[ SANITARY SEWER EASEMENT REINFORCEO CONCRETE PIPE SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER EASE~NT LAND lOT LINE AREA OUTSIDE FLOOD PLAIN ~ N D TYPICAL SANITARY SEWER AND DRAINAGE EASEMENT (NOT TO SCALE) 42 43 45 46 LAKE KEDRON ( <.) ';> M M -J 41 48 GEORCIA. FAYETTE CCIINrl filed ~;d.~ I!l,S _ , rl.,'t.. d~'fi of . 1 ~ !t. ~ ...Jt) A .~t.~ e.JO~ ' ,10 . . p .; , / ~" p ~r/f. /,./ .~' J ?~. ~'. ,....~~~~-t'..~""~'Ctet\ 50 ~ cj\ <~ \)' O/F . PR,I,NTE" 0-:-1 I g 18KBl SOUTHEASTERN ENGINEERS, me I -.,-----~ . FOR NOTES AND CLOSURE INFORMATION SEE SHEET 1 OF 2 51 52 53 54 55 l.oJ4 , , NO REVISION 51 58 60 61 62 63 M.F.F.E. MINIMUM FINISHEO FLOOR ELEVATION IPS. IRON PIN TO BE SET (1/2" REBAR) IPF 0 IRON PIN FOUND (1/2" REBAR) WQa WATER QUALITY BASIN , A' 519'12'23'W 129.53' 131.39' , A' N69-04'41'W 116.35' 111.69' , A' N43' 39'39.W 42.62' 42.69 , A' N10'OS'46"W 245.61' 259.81 'A' N26'09 486'E 25.35' 25.36' o ,l 100 l 100 - SCALE: 1"=100' 200 J 300 , r yl ? .:~~,' ! / ;;j 9/ ~I {if ~ REA LINE L1 L2 L3 L4 L5 L6 L1 LS L9 L10 L11 L12 L13 L14 L15 L16 L11 L18 L19 L20 L21 L22 L23 L24 L25 L26 L21 L28 L29 L30 L31 L32 L33 L34 L35 L36 L31 L38 L39 L40 L41 L42 L43 L44 L45 L46 L41 L48 L49 L50 L51 L52 L53 L54 L55 L56 L51 L58 L59 L60 L61 / / / w .- o z Vl ..... Vl ~ al W W Vl BEAR I NG N10.,8'01"W N83-,5'40"W S20'28'11"W N53-41'48ItW N66'42'15"W N25-56'28"W N11'Q2'51"E N61'45'51"W N13-41'10"W N66-42'15I1W 511-46'49'W N18-31 '02"W N11'29'53"W 548-30' 556'W N13'41'10"W NS4'51'35I1W 515-21'436'W S11'46'49"W 535'36'05"W N01'09'01"E N68'58'58'W N84-51-35"W 585'39'05"W N61'28'31"W N20'34'54 W NOO-54'41"E S30'14'31"W 585'36'05"W S,4-,6'42"W 565'13'21"W 502'43'09"[ 501'33' 55ltE 501-,3' 45"W N65-40'05'W N31'05'25'W N20'16'35"W N45.31'33"W N03'28'09'W N19-09'24'W N60'21'30"W S14'33'26"W N61'31'54"W S44'03'31I1E 558-,4'26'E 51 4 - 16' 42 "w N18.21'31I1W 541-25'03"E 548-04'26'W S14'33'26"W 525'39'58'W S22'41'45'W N1S'21'31'W 520'10' 02"W 510-41'51"W 538'31'41"W 525'39'59"W 508-22'08ItW 568'09'38"E 511'14'51"W S15'01'49I1W N66'49'31I1W R LOT LINE DATA DISTANCE 49.51' 93.09' 9.91' 5.12' 54.13' S5.16' 11.12' 42.14' 150.S9' 41.19' 34.08' 86.19' 39.01' 62.91' 40.46' 63.23' 44.53' 11.50' 1 05. 1 2 ' 62.31' 31.41' 9.44' 34.30' 11.18' 50.59' 38.94' 62.93' 4.56' 40.91' 19.55' 51.53' 33.54' 2S4.52' 123.31' 10.64' 34.91' 13.92' 66.36' 41.82' 29.51' 93.24' 46.63' 25.39' 21.03' 29.98' 11.92' 11 O. 55 ' 14.19' 15.53' 50.S8' 40.01' 91.95' 101.95' 40.02' 61.51 ' 0.19' 32.15' 12.40' 141.62' 5.92' 15.13' CKD DATE l j .;1 ~gi' ='!t3~ ~~~ E~2~ . iD .JJJ~ alJg~ ~~~~ . 0) ~ (fr~ ~a::~ ~W~ ~w'i c ~Z'~ ~-. ~~.~ ~Zij ~ 0. e z ..( <.) . >- {;) a- B ~ 0 w Q r- r- w >- ~ <( I.L,. ~ ~ {;) ~ ~~ ~ ~ ~~ ~ ~ a- ..J 0:::: 0 0.. r- - ~ :J: 0: a- ~~ V) ..J 0 - Z 0 ~ OO~ .c Z .... ~~ r-- ..... {;) C;t. ~ ::cu ~ z ~ {;) ~ fI') ~ N .... \lJ ..-, ::c: a- lri o ~~ .JS ~ OU) ~~ ...J - lD ~ ~ PROJECT NUMBER 96029 CHECKED BY (~ n SB BB JR ~ c.. / C (.5' o DRAWN BY TJ ISSUE DATE 6-24-98 f L ::J FILE NUMBER ~ ry-. ~~ DRAWING NUMBER ~ 2 OF 2 ;;; NO. CB7 13 DI5 14 DI6 15 HW5 16 HW6 CB8 '" 11 Th r ~ p I at ~.....e been rev I ewed by a repreee!)J' t r ve of ,jB2 the Fayette C~nty health department ~~based on 18 perco I at I CXl tes ""-Cesu I ts. lay of y" I and. so II D rr r n f<YlflO t I CXl. e tc. ""ZQ I" I Q(icj tJ~ear 5 to be su I tob I e 19 18 "CMP 2'1 I for the InstallatlCXl o{ septl0' tanks tJnd draIn H'lfT 844.82 fIelds. ho....ever. eac~ ~ll have to be Inapected ~. 181'CMP 441 to determIne locotICXl~onhb~e. house style. etc. HW8 844.22 before f I no I approv con be t~ued. .. TOPS NOT CONS TRUCTED AT TIME OF SURVO' "~ TOPS NOr VERIFIED FOR REVISION N/F ~, r;6-~0 THE PO I NT ON LAKE KEDRON . ~~ i PHASE TWO ~ ~ P8 30. PG 169-170 ~~__ I @ ~/fIJOI'i ~--------- './ J ~'f--'.OFHVg.~--.---t==--=----~ _..__-~ . -_ ---~~-- S8 4 ~ 03 I 5 11'E .____T_~~_ ~ e ~-. ------==E.-- - r----=--" 1.305:~-;-;;:::.=__ - ------~~~-.~~ v car ---, ..- ~ TOn ~ONG R--- --!-L!:--/ - ~ -i Tho owner of tholan<j Sho'M"l CXl this plat ackmwled(Je., Rtf' 1( R/W OF /'N I/tRB 92.05"~ I A \ B '2>? _ th(.Jt th r s p I at W<.JS rooda frOO'\ an r.Jctua I survay. r)M JtN rs SQUARE, I il;;s.. t5' ~~_ ~J'_, \ for va I Ge rece I ved. the suH I c I ency of ..n I ch r s 26 BIC --- --~_ _~ /"::!!.- --: \()" 23 II hereby r.Jckm'.led<Jed, does r,ereby convey In fee alrrplo TO BIC 0""5\ ~[I- 20'\ ~_ ,~ ~~ to tho CIty of Peachtree CIty. Georg I a. and fur ther r;~ 'Y 0 151 , D. Eo .'< I PF ~e<J I co t es to the use of the pub" c forev.... 0 I I "tree t. ~ 45 . 2 1 1 I I t4?\ \ :;: ce0 I, "R8 IJnd r I <Jhts-of-way. a I I eys. cor t paths. 'Watercoorses. dro I ns. NIF sa F T I I ~"...~ C -~ rT'" A 2 easeroonts. oreenbelta and publIc places aho'M'") r,ereoo. except THE POINT ON L~KE KEORON . .. I I@ 58.091 171 I those easecoonts des I cnated on th I s P I at as other ut I I r ty -,~ - "PHASE TWO. ~ ~J. F . F . E. :: sa. FT. ~ @, I cmpr.Jny eaSOO"J3nt.5. and e;.(cept thoae s treats ~pac I f I C(.J I I Y - - --='~~l~:.~~~:1_?9_-~_7_0 ~:- 852.0 I I ~. F . F . E ~:.:- I desl<Jnated on thl., plat 0.'3 prIvate streets. -- - -- ::'~"""'::';~f-~,_- _ t 1@852./iD.E. -J ~V - - '_ ~ <n-._':----- ____ D I 61 ~' 1'.0 'Y ,-- 0 ------.. ,- '- -. ~.......... N In cono5lderatloo of the opproval of thl~ fInal plat (j)gj ~ - '- - _ ~~~~'_ _~ I I f~ "'-,,, ._~,I (\~ 's3a4.'F5T1.8 and ott,er va I uab I e cons I derat I ons. the O'Mier s ejo ~ ---...... ". ~ t"'iereby a<Jroe to hold the CIty of Peachtree City. ____ ---<)<)~.~ ~ HW6,J ~~, ~ @< rrJB2 / Geor<Jlo. r,arrnles., for a fIve (5) 'jeer perloo from .~;,.C) \'" vV""ER~ I r"'-~ ~ 'W7 I I@ M.F.F.E. ~I C)ny ond (.J I I fOO(\etory I I ab III t I 133 'Wt'll en rooy or I ae"'~~~ '- \1 I(q ~ ....::... '- "~~:q I 844.0 cr: I , oO~..:~ "~ ,'1 ~ .......... '- '- '- ' , I D I 7 t: frOO'l any cl,d a I I c I 0 I rns. domo<Jes. <Y decmnds or I s I n<; 'to- I 22 '. I I r-- . \' Q It ~ / u. fj on aCCOl1)t of tho des I <In and construct I on of pub I I c I PF 1;-::- 'I.. I N ~ L28 '- '- '-~~ /"$'" '- '- i ~J~ I t f tloo. L h hIt 1/2"Ra~J I 'I :- ~ HW8 '- _ Ilprov6lOOn s 0 I.e proper, y 5 own ere n. 0 __________-----.~- 1..<1p........ / II-..op<:j,,^ "', '\"'" V-;' ;.... ~~_ '- ..... ~ ~ q/ II I nc I udo but not II ml ted to . the roods. streets. " .I'.,,, -. 'W, ' , L1l' frlls. ootlankments. dttcr,es. eros-' draIns. cUlvort.3 '--'.- / ~ ~" ~"", . I ,~ ,'-~ '.....'-~J.II I ond brld<Jes '*Ithln the pn:..,oaed rloht-of-~ay sho'M"'l. 01 IDE ',/....J I ~ 20' "'-S.... '- ~ I (\J I .. '-" ............... ,~, 0, '- '- ~ I rosu I tIn<;) fran rJ"lY and IJ I I c<JUses other than by an -I I ". ", ~. S. E. J'~ ~ ,J (.Jct of the CIty of Pe<lchtree CIty. Geor<Jla. j I I L 19 ~.' "201 ~~</kk t~,.... 0' "...,. ~" "'1-~\ An<j fl...lrther. the O'M'iGr vt<J("ronts th<.Jt he o.....,s fee 1..<1/ ;' "', D.E. "- s I Ill> 10 t I tIe to the property sho....n hereon ond a<Jrees ~ 2 3 I.. <fO " \ th<.Jt the CI ty of Peachtree CI ty sholl not be Ilablo LOT R/'N CURVE DATA _ to the undersloned or subseqJent O'~ier5 In title for LOT NO. CURVE NO. CHD BEARING CHD ARC RAD (J P'Jrlod of fIve (5) yecrs for any claIm of dOfOO<Jes 45 IA/... S86.1S/07i1E 21.481 21.48' 275.001 \~ )' resul tlrr<J fr~n rre<Jllc;;ence In exerclsln<J ar'r<Jlneerln<J 46 I A' N85-19'35i1E 58.17' 58.881 2T5 00 \ techniques an~ due .,outlen In the censtructlen of 'a' 564'02'13'E 29.93' 32.09' 25:00: " ./ ' cross drolns extensIon. drives. structures or ICI S56.54/55*E 59.361 62.101 60 00 ~. . I bur Idln(Jtj. the ciioo<Jln<J of COlJraos of .,tre<.Jffi' tJnd 47 ' AI N68'17/5'3"'E 50.971 52.651 60:00: ~ ' ,,- --' ,/ rIvers. f I 00<j I ng fr~n natl.ra I creeks and rIvers and \ ony other rflOtter '..t1ataoever CXl pr I v()te proper ty. ( ~ Any and a I I rrt:fietory I I ab I I Ity occurr I n<J l.J('jcjer th I s (.J;> pifo<Jraph sh<.J11 be the lIabIlIty of the O'W'fier. I NOTES: The terms of thIs A(Jreement shall be for a perlo<j of hrther '...erront that I have the rl9ht to coovey aald ,. OWNER/DEVELOPER: PEACHTREE Clf'( DEVELOPMENT CORP. h.'Q (2) ye(.1ra be<;lnnln<J CXl the d(.Jte of ..,.-ttten land accordln<J to thIs plat and do hereby bInd P.O. BOX 2007 acceptance of saId Irrprovementa by the olty as myself ond the 0-..1er8 SubseQUent In title PEACHTREE CIn. GEORGIA 30269 e\lldonced by the fInal plat approve) I of l3ald to defend the covencnts an<j lJ<Jreerrents eet oot. rrO-487-8585 corrplete~ Illl>rOVelOOnts'-;.N..;;\i~~'tWHEREOf' I hove hereunto l3et by hand c.Jri<j 2. ENGINEER: ~:~~~G:~;E~O~CIENCE &. E.N GINEERINr-H~c.p~.'<II\rrl~(.)""<'-'"-'< After thll termln(Jtlon of 8ald two (2) year perloo. ;' .....(;;f.r'"x~f~~ealthls ~-+~- day of AREA :::: 5":~~AtcE_R:E~Es1~~~~~' GEORGIA .50214 '-'~-~r'J rL_~-l- 'S-~-1~~~.,').~.'.)-"""]' the olty shell ba responslbla to the cItIzen., of f~<.!'. (~~~\Vf----' 19_~~~_. ~~ I l.".." Peachtree CIty for the roo I ntooance of 80 I d ,. ,.. oJ '" .5. I f.C: ,~ ~ '1 ~ - No. LOTS.:': .5 LOTS ----------------- I trprovements 05 prov I ded by law. No roodwy and ~ ~ \. ^Ut3." ~ . ~~ L ') c-->.f') (j(~/' 4. PROPER TY ZONED: GR-12 INTEGRMED SCiUKE & ENGir~EE,qING IJSSOC rated r I C)ht-of-way sha I I bo accepted by the r: _ . ,., ~v v~ "- ~i C.lty for roofntencnce unless It 8cores 90 or obove ell, ....... .--_~-~_ ..dt~.;,-...__----(S...EAL). " '.' L \.~.'~ \-,l) DESIGNED BY R-15 STANDARDS ~~~-~-- .. .. I 'ft ~ · ~. ~ FRONT YARD SETBACK:::: 40 FEET (20 FEET LOTS 1-14) the cIty I s espha I t pavement rat I n<J form. Prov I (jed. .o;.'fL~OOcOOO~rp<P ~ / IJ /"'" -, ,er "~. - (UNLESS NOTED OTHERWISE) however. e.1ny deroo(Ja3""I~h jocc~r:;~~~rl~ I ~o the end ',,~~ ('- -..c/(Cl--H".4t......( ,itld V-lV5 SIDE YARD SETBACK == '0 FEET of sold two (2) yeor per 0< an J s are ---- _1_ ---------------- . REAR YARD SETBACK == 30 FEET unrepolred at the termInation of sold perIod sholl Notary Publlo ~())(nmI.UJon,:" ~ remaIn the ra8j:ooslbillty of the developer ('M""ltten STATE OF GEORGIA ~p't~'~Jt).'2001 MINIMlJt-4 LOT SIZE == 15.000 SQ.FT. notIce of saId dOITlO(Jea l1l..Jst bo '.lIven prior to the MINIMUM HOUSE SIZE::: 1.400 SQ.FT. tlrr.e the t'NQ (2) ye<Jr perIod O(',ds). The conveyonce of streets and rl9htlS-of-way and MINIMUM 'fIOTH AT B.L. :::: 95 FEET pl...ibllc dedIcatIons sho'*", CXl thIs plat tJrll hereby 5. THIS PROPERTY DOES CONTAIN AN IDENTIFIED 100 YEAR occepted by the CIty of Pe()(;htroe CIty. Gerro! a. FLOOO HAZARD AREA PER F. I. R. M. PANEL NO. 13113C0080D D ATE D MAR C H 1 8 . , '396 . THE 1 00 YEAR FLOOD E LEV A T I ON fhis the ------ day of ---------------. 19______. FOR LAKE KEDRON IS 841.0 6. IRON PINS (1/2I1REBAR) SET AT ALL PROPERTY CORNERS UNLESS NOTED Of HER WISE. 7. raM - PK NAIL SET IN EDGE OF PAVEMENT IN FRONT OF LOT 58. ELEV == 8n. 8.5 a. ~ATER PROVIDED BY FAYETTE COUNTY WATER SYSTEM. SEWER PROVIDED 8'1 GEORGIA UTILITIES. a. THE BASIS FOR DIRECTIONS SHOWN HEREON IS: STATE PLANE COORDINATES (GA WEST ZONE) LOCALIZED CONTROL NETWORK. 3. ALL BUILDINGS. SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARLY SHOWN HEREON. 10. ELEVATION CERTIFICATES SHALL BE REQUIRED PRIOR OF ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE MINIMUM FINISHED FLOOR ELEVATION SHALL BE3 FEET ABOVE THE 100 YEAR BASE FLOOD ELEVATION ADJACENT TO THE PROPERTY. '1. ALL BUILDINGS. AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AN ADJACENT fO THE SITE ARE NOT NECESSARILY SHOWN HEREON. ORIGINALLY RECORDED IN P8 30. PG 16')-170 It Is hereby certifIed thot thIs plat Is true and correct and was prepared from an actual surve'j of the property made by rr~ or under Il~ supervlslonl that al I monuments shown hereon actually exist or ore merked 08 ~future~ and theIr locatIon. sIze. type. ond materIal tJre ccrrectly shown: n,ls plat conforms to al I req~[r~nts~ GecrQia Plat Act. BY::-~<~~-~~__~__ Re<Jrstered Surve~or No. _?s:-!!<2____ DoteJ</7~;J FINAL PLAT APPROVAL Th Is p I at coop I I as wIth the zoo I n<J re<Ju I et Ions. the land development ordlnonca and 01 I other re(Julatlons Qovern I n<J the I and devo I oprnent for tt1e CIty of Peachtree CIty. ?~o/'LJ.!~~~- .-/ CIty En<Jlneer ~i~L~LfGYk CIty Planner /2,/'1.11 ------------ Dote r~~l':t.A1 Date \~~~~ ~or/Clty Mana~arl , I' \ 1 / .! I II I ~ I 1 'Yi ^ -tj-d~l~IJjlll- CIty Clerk / , c<,: L-~~ltf-.-Z 1_ Date I'! r'/' / ! l{ /(! i (~,' Dc.J te MAINTENANCE GUARANTEE The undorsloned. Its 3ucce~~or~ and oS510ns. heceby 'NOrrants and ouerantees to the CIty of Peachtree Cl ty the full end cQrplete rmlntenance of a certoln Improvement known as Kedron PoInt Lot., 45-47 and rnore partIcularly sho'Nn In Plat Book ______________. Pa(Je(s) _________. of the Fayette Count~ Records. Th 1 a wrrcnty ()nd ouarantee I s made I n accordance wIth the Peachtree CIty Lond Development OrdInance. Th Is (Juaran tee I nc I udes not on I y P<.JV 1 n(J but 0 I so a I I other tJppurtenent structures end amenItIes lylrr<J withIn the rtOht-of-way of saId rood and In the Qreenbel t Includln(J but not Ilml ted to all curbln<J. dralnc~e plpes. culverts. catch basIns. draln<l<Je dItches. blke paths. cart paths and pedestrIan paths. UtI I Itle5 owned and operated by a C)overnmen ta I booy or pub I Ie ut I I I ty corrp<lny sha I I be the respa,albl I Ity of sold oovernmental body or pub I leu t I I I ty c~pany and not tho deve I c~er . The developer shal I correct and repaIr or cause to be oorrected and repolred. 01 I doma(Jes to sold lrrprovements re8ultlnQ fr~n eny cause \ltt'1atsoover. In the event the dllveloper fal Is to correct any dan'lOoes '..vlthln thIrty (.50) days after '.rltten notIce thereof. then seld daroo<Jea may be corrected by the olty and 01 I costs end ohar<Jes bll led to and pald by thll developerl but thIs re~~dy shal I not lImIt the 01 ty. (jnd It shall also have tJny remedIes o\lallable to It es tJpproved by low. The owner of the land shown on thls plat name 105 aub.,crlbod thereto. In parson or tJuthorlzad tJ(Jent. ocknowledQes that thIs fr~n an actual survey ond that ha or she acknowledqes chan~es sho....n on thIs plet. end.-hOOIl throu(Jh a duly p I a t ',va., rrlOde I IS a--..are of an<j IN 'jITNESS W'HEr~EOF. tr,e ejevelo,:>er has cau3o<j thIs AC)reernent to be execu ted by J fa dl..J I 'j author Ized r)ff J c~s th Is ____ day of _______________. 19___. ~ C- --) C~: ' ay: OWNER OF Lor 45l-~\Cet:~~~...-~--- Tltle:______________________ O~NER OF LOT 46 & 47 } J, ~_: il '/ r WNFR . / _---------__ c o - __&.....,___L.._~___ .-....--- -;:---------r-~~-- ~ . j SIZE/T'1PE PIPE CHART LENGTH INVERT ELEV 863. 41 ~ )~ w t~ I- o Z R/W N/F BIC NTS SQ. FT. ca HW JB CMf' ACCMP D.E. ft B.L. D. 1. . OS F. S. S. E. RCP -S- @ S.S.E. OfF M.F.F.E. IPS. IPF 0 WQB TOP ELEV THE PURPOSE OF THIS PLAT IS TO ELIMINATE THE PREvIOUS WATER QUALITY BASIN ON LOT 45 AND RELOCATE fO LOT 46 WITH AN ADDITIONAL DRAINAGE EASE~ENT ON LOT 47. 24"CMP 65' 852.94 86..5 .19 2411CMP 1271 845.36 849.84 241'CMP 151 845.23 APPROVED BY DEPARTMENT Of PUBLIC HEALTH FAYETTE COUNTY. GA. 24 "CMP 36' 842.90 860.69 18"CMP 121' 848.44 853.51 (/) 18 "CMP 32' 845.31 (/) .c{ co ~)~ 851.45 @ Date ______________ yv ronlmntal Health SpecIal rat / CERTIFICATE OF DEDICATION S tate of Ge(yC) I a County of Fa~ette LAKE KEDRON ~ ~ 0",- 0.. LEGEND RIGHT Of WAY NOW OR FORMfRL '( BACK OF CURS NOr TO SCALE SQUARE FEET CATCH BASIN HEADWALL JUNCT 1 ON BOX CORRUGATED METAL PIPE ASPHALT-COATED CORRUGATED METAL PIPE DRAINAGE EASEMENT CENTERLINE BUILDING LINE DROP INLET FIRE HYDRANT OUTLET STRUCTURE FUTURE SANITARY SE~R EASEMENT REINfORCED CONCRETE PIPE SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER EASEMENT AREA OUTSIDE FLOOD PLAIN MINIMUM FINISHED FLOOR ELEVATION IRON PIN TO BE SET (1/2M REBAR) IRON PIN FOUND (1/2. REBAR) WATER QUALITY BASIN NIF THE POINT ON LAKE KEDRON PHASE TWO P8 .50. PG 169-110 / "- // // '\ / / /' ;' /~ 20~."'- I IS. S. E. I I I I S')1, I I 6'. I I -.) .s. <;1,9 0.. I I ';>'/~ I I <;1.. ~ I I I I I I @ - -- -'f~ .~;~. ~~L '. .' .~f~-j0T( .~~ ') ! \ IJ .-. ~.:r'" Cr ,~? ! \. ., i..or' I . ,'~ ~ ., 'j ..~ rI j / I - - 1.- l.! .:. ~/ :,~~:,::'~l~ \. - -) "sw[('~; ,- r -'" . ~I ... ,or' >-[- ( . , . P t~ AI: fJ .:'" 'f ,J\/ !-;' c-t ~ A fi'J~:'I~~Si\ .,'t' g U _~ ;,} .'~ "o('(!.Ji-), \' jI ...,' '!f"l,~'- . ~Y. ~-- \'\~~/,. ~ft~i~Jlt.~ t ' 1)- 'f'.. ~ (:( - I ,^ \.\.. ,1 , , (fl~ , ~'> J- J 1:1: ..\ ,'l~S, ,;~ If:~ ',." , . '~;'v~ rl11~ >-- .t1~ l~f') &t...., oi;:Jf, \tr< .1h\~ \.., ,~~':\' .ifr{~7.) ~ ~ ..: ; J\!'~I\ 1 \ ~ .,: -~: I r~~.\t;l;~~I~'~ ;' Srl~- '(i':l'f~() \' .' ~', :;~~l~'JI( ~~~}."fi-'\' .~ '~'l). .L...\....; \ ,', 'r . ':,"" ~"/ '~.~.. \ ~ ~:5 . yA,- \ ,'.,~' I I :.1: ~ i~'. I __~.~.,.;~1~ : l\' . _ __ . .).' x-.(:. __.1__ \~. '_ --.:--.1----- .~~ri-r\-'1'" " .' 1 '1. ~ .(~ - ..I;.J.;!::...., -. JI '-. I Aj ;;.-.;.')~~ 01. ~)'/- -- ......!, ~~~\1tit(.. .' -.~":;' 't~'\ j."/~J'A.I..f'. ( \~~l . ".. ,~~'.J:~...~ . '-'. , ~'. , {; , l!.J 'HI t.! ~ \ 'r 3] . I.,. .. .L.t:.t.:- - '. . ....~ ..i- ~ . , ... LOCATION MAP I J LINE L19 L20 L21 L22 L23 L24 L25 L26 L2r L28 L29 L30 L31 L32 L33 L34 L35 L36 L31 L38 L39 L40 ------------~J.-- WOB/D.E. / I I I I I I ..' f \ ~ \~ 0' 8i~ ....J ..- u.. 'T 'f a:: > >- W 8 lil ~~o IPF cy l/zilR8 --J 1 U .... r~ ~ 1',) ~ M M _.1 ~ 6' (..; IS' --.......... I...J~ 100 I ~ S TOR,.. DRAIN ~ SEWER PIPE " " TYPICAL SANITARY SEWER AND DRAINAGE EASEMENT (NOT TO SCALE) THE C r TY OF PEACH TREE CITY. GEORG I A ff & loc ~ 'f '-J REAR LOT LINE DATA DISTANCE 1 05. 1 2 ' 62.31' 31.41' 9.44' 34.30' 71.18' 50.591 38.94/ 62.9Y 4.56' 40.9'r' 19.551 51.53' :53.54' 284.52' 123. :31' 70.64' 34.'31' 73.'121 66.36' 41.82' 2'1.51' BEARING S85.36'OS/fW N01'0'1'07~E N68-S8/58/fW N84' 57' 35 "'W S85.39'0511W N67.28/37/(W N20-34/54~W NOO.54'41 liE S30'14'31~W S85.36'05/(W 514-16'42"'W S65'13'21~W S02'43'0'1IIE S01'33'55~E SOP13' 4511W ~~65- 40' 0511'11 N.31' 05' 25 ~W N20.16'35"'W N45- j'T' 33 "w N03-28'0'1"'W N1'1.09'24"'W N60'27'30~W THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION Of ONE FOOT IN 63.909 FEET AND AN ANGULAR ERROR Of 01 SECONDS PER ANGLE POINT. AND NO ADJUSTMENT 'liAS USED. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 141.931 FEET. EQUIPMENT UTILIZED: ANGULAR - TOPCON GTS-303 LINEAR - TOPCON GTS-303 EDM NO NGS MONUMENT LOCATED WITHIN 5001 OF SITE. DATE OF FIELD WORK: 8-8-96 THROUGH 10-21-99 IN MY OPINION. THIS IS A CORRECT REPRESENTATION Of THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. / ;;; /. ~/ ,- -- ~,.'. ~ r'/, ~. :a~Z/ L~ ' ~.._-. w. S. BODKIN. GA. R.C.S. #2580 r o I 100 lJLI SCALE: 111:::1001 300 J By: ORAltiACE EASEIo4ENTS LOCATIONS SHOWN HEREON. BEYOOO PERMANENT STRUCruRES. ARE .l.PPROXII4ATE. SAID EASEWENTS WERE OETE~INED BY CURRENT WATER CaJRSES AT THE TIIo4E (I SUAVEY ".NO DO NOT' PiJRPOAT TO REFLECT' ANY FUTURE EFFECT'S (I ~-~OE OR ~ATURAl DISTURBANCES. G r: 0 ~~ ": : C r' I ' y' '- ..' ~ ". -, 1 (~ ! t"\ ('t" " '.4 -=:J Flle~nrj I":r..,.-,' \., J,' . __ u~__<__'p_ ; of .' e2..~_, 18 :tl. _ 3: A-5 ~_:... ;.1- Book _22;Q.~__. Pag~~ _13.~~t--_, // /.... /'1~, ,/A,,( of ./ __f:~_~f::~~~4&~~~~'.. Slerk I Ma y cr Attest: crt~ Clark Notary Pub I r c (Ord. No. 434. 6-4-87; Ord. No. 544. 8-2-')0) DA TE,L~_-=Io -~C1Cf NO REVISION 200 ~ ~ . <(, O..!i.. G I (, ~G\S~E -1 . lto.n ,~ ;p;,(sJ,~ , · , (-'f. (;)~ tilJro SU\\~~~ :t\ . ,~ 000"" ... ' - I CI<D DATE ~---..----~~ '" ..J "- o UJ I-- bJ) <( ~~ _5 ~~lo- r.., OJ C]) ~ U C]) UJ c.: t: I-- a;-5iJ --- c:: ~~UJ '-"~ r .: v'\ \... r z " ~ ~ ~ ~ ~ ~ n ~ ~ [-4 -< ~ Q.. ..J < Z ~ ~ ~ ~ 00 ~ > ~ " ~UJ) ~~ ~ gs ~ ~~ n I- cr: I I- U V) ~ ...... w a a... ~ o Z OlL {: o ~ ~ r- ....... ~ ~o Z~ ~UJ) ,,~ ~o:: ~~ 0:: ~ \... r PROJECr NUMBER DRAWN BY 96029 1 CHECKED BY I 58 i 10-22 -99 TJ ISSUE DATE FILE NUMBE~ DRAWING NUMBER 1 Of 1 "" " ri o "" ~ " '" -I -I >0 Wc:o ..." t- W'" >-'-" ~" lJ.o ." ~" w- ocUo ... .- ....,.... ~~ -I" x'" "",,'" :)~ 00 ...., " " In ~~ W ..J ..J > z o ...., ~ v ~ ~ ... z 0( ..J t- o( ~ '" ~ ..... o cr: o w o >- I- Z :J a o W l- I- W >- <l: LL IV) <'J I- a -.J o z ~ -.J .) ~ ..) ~~~.,d'<_tr~" - ....,,~''''nwld&-~~ --......... :.:B_~"'.Ii;;,iidIi;~"- ~._...' '_ i~ ; I f ~ i \ I I i i I " ! \ I ; : ~ \, :!\ \ il \. I t.~\l R'-''''''-~ ~~~ (<W}~ ----- ,":J L 0 1 54 '".''' . ". lVE'WPOR1' Df(/VE' rV 50' R/W C~WER' 5 ;~CK".,JGWL EDGVEN T: The o;>tner 0 { the I and .sho,M on th is p I a t and whose nu'~ is subscribed hereto, and in person or throu')h a duly authoriLed a')ent, acknowled')es that this plat ~vas ,rode {run an actual survey, and that he or she is a.'rare ~f and acknoNled'}es the changes S~.Owf2..-:: ~s P,.I..II t. . . · ;:: I' 11 Ortner/A')ent: --.':.. .. ~~,--~~~r LOT 52 Do t e: ---- :'L~- ~---'l~--_._._--_. GRA.PHIC SCALE: 1 inch c::I 40 feet ---.------/ 0' 40' 80' jefferson consultants -W '1 120' 160' ..."..;&.lI-_;'~' ,~,,'A~,""""-" ,--- .tIBl!lIIIIlIIli" -= / I / / / ,;/ / '-''- / / / / ! LOT 53 1,660. 18/ TO lliE R/W OF f?EGENTS /" ~APE //// \/ )1 '_ -""''00- / / UM'ER' 5 ACKN(}I,LEDQ.lENT: The owner of the land sho'Nn on this plat and whose nure is subscribed hereto, and in person or throu')h a duly Quthorin1d agent, acknowledge.s that this plat NOS rrM'Jde {ruC/an actual survey, and that he or She.;!fft.i"::, aW,f1.r.4./,C O,f../JJnd.aCkno;~/ed'}es the chan'}es sho~~ t.hi:J'~Plqf. J' rrt,gu~"" ONne r /A gen t :_-cQt--~tf~5:J--~-------- Date: .---2 v _~-..~'!______"..______~_ ..-,,'-.---- v con ?_lJlt in (1_ e 0~1 i nee r ~?._._=-__~~:!C V fi'i9 r s __"=___Qig n n e r s P.O. BOX 2627 PEACHTREE CITY CEOF~GIA -30269 PH. 770-487 -9220 FAX 770-487.-9225 --' .A.4di~L - ,- - _r REVISED FINAL PLA T OF LOTS 52 & 53 TflE POINT ON LAKE KEDRON PHASE TWO fflE PURPOSE OF ffl/.<; REVI<;/ON /,<; fO ADD A 10' ACCESS EASEAIENT fO LAKE KEDRON ACROSS' LOr 52 /1'1 FAVOR OF Lor 53. rilE POINr 01'/ LAKE KEDRON PHASE rwo WAS PREV/OUSL Y f?ECORDED IN PLA r BOOK 30, PAGES 169 &- 170. Lor 29 / Lor 28 I / / ,:) Li1KE' KE'DRON Lor 52 Lor 51 FINAL S0f-(VEYCR' seER T I FICA TE: It is hereby certified that this plat is true and correct and NOS prepared frun an actual survey of the proper ty ,.r~Jd8 by ff-e or under my supervision, that 01 I rronunents sho'Nn hereon actually exist or are frYJrked as "fu- ture" and there location, siLe, type and rooter ial are correct Iy shown. This plat conforn~ to 01 I re'luirunents of the Geor')ia PI fJ Act . ,.~ Georgi, gistered Land Surveyor No. 2343 Date: __.t - ~ -, ~ PREPARED FOR: Gl:C>l{(jli\. FA YETn~ COUNTY h I~d ;lIld Ih:c;ordcd this ~ ( I ~"1\la)' of f~e..,-.:,:,.1., 19t1 .M. Book _'~\'--s_~ ,-Pagc~_. /d ~?,~~Z,V~~ Clerk F I HAL PLA T APPROVAL: This plat cCfrplies ,vith the Lonl,,'} Regulations, the Land Developn-ent Ordinance and all other regulations governing the land develo~r~nt for the City of Peachtree City. -L~~~--- c:~[;rt,- r) nJ- c ~.~. Plan~ .pr~ . .:?.~:t.. ~__ Alf ytCi ty anager Date ._~~__" dI&~~_ 2 ~ 2-!~ ?~ Ci t ~erk { . Date 2-'Z z-<:f} Dote -----~21:q1.-- Date LAND LOr 12J DA rE: 02-02-.99 JORDAN HOMES, INC. 7th Dl5rR/cr REV: FA YETTE COUNTY, 6'A. REF: SCALE: 1" = 40' JOB NO. 981003 II . ~., ; I.}