Loading...
Larkin's Landing FINAL SURVEYORS CERTIFICATE It Is hereby certified that this plot Is true and correct ond 'N03 prepored from on ootuo I 8l..rVey of the proper ty lJ'lOde by me Or" Lf'ld~ rrtj superv Is I on. thot 0 II ~ts soo'M'l hereoo ootuo II y ex 1st Or" ore marked as .fut....e".ond the I r I ocot I on. size. type. ond mater101 ore correotly showna This plot conforms to all requlr~;e of G6a'91a Plot Aot. By ?Y:' <:::-). ;;S;t K-- Re9lstere<1 Surv No. 2S-Bo DoteS=14-- 98 FINAL PLAT APPROVAL ThIS plat compiles wIth the zonIng r&gUlatlons. the I aM deve I opment OI"'d I n<ll1ce 000 0 II other refJU I ot loos Qovernlng the land development for" the City of Peachtree City. ~~ City E~Ineer ~~~Q~ City PI Q'lner f ~ _~/~1L9fi_ D<1te _~.2q .1~__ D<1te ~,:I ~_~ <f.__ Dote ~(.~lt4<< _~~~'8 City Clerk Dote MAINTENANCE GUARANTEE The undersloned. Its successOl"'s 000 osslons. hereby warrants 000 guarantees to the CIty of Pe<1chtree CIty the full and complete maIntenance of 0 certaIn l/11>I"ovement known os Lark I n' s Land I nQ 000 f1'lOf"e part I cu I ar I y sho..n In P I at Book PaQe(s) . of the Fayette County RecOr"ds. ThIs warranty and guarantee Is mode In accordance wIth the Peachtree City Land Development OrdInance. This guorantee Inoludes not only povlng but also 01 I other appurtenant struotures and amenIties lylnQ with I n the rloht-of-woy of so I d rood and I n the Qreenbelt Inoludlng but not lImIted to 011 ourbln9. drolnooe pIpes. culverts. catch basIns. drolnaoe dItches. bIke poths. cart paths 000 pedestrIan . pathS. UtIlItIes owned and operoted by 0 Qover-nmentd I body or" pub I I c ut I I I ty cOOl)any sho II be the responSIbIlIty of sold governmental body or" pub I 10 utIlIty company and not the developer. The deve I oper sho II correct 000 repo I r or coose to be corrected 000 repo I red 0 II dQ1'l<J(Jes to so I d Improvements resultlnQ from any couse whotsOGver. In the event the developer falls to correot any dQ1'l<J(Jes wIthIn thirty (30) doys ofter wrItten notIce thereof. then sold domoges may be correoted by the cIty 000 011 costs and charges bIlled to and paId by the developers but this remedy shol I not lImit the olty. ond It sholl also hove any remedIes ovollable to It os approved by low. The terms of th I s Agreement sho II be for" 0 per I od of two (2) years beglnnl~ on the dote of .....,tten acceptance of sold I/11>I"ovements by the alty os evIdenced by the final plot approval of sold cCff1)leted lfT1)rovements. After the terml not Ion of so I d two (2) yeor per I od the olty sholl be responsIble to the oltlzens of Peachtree CIty for the maIntenance of sold l/11>I"ovements os prov I ded by low. No roodwoy and assocIated rloht-of-woy sholl be accepted by the olty for maIntenance unless It scores 90 or" above on the olty's asphalt povement rotlng form. Provided. however. any dQl11(Joes 'tthlch occurred prior to the end of so I d two (2) year per lod and ..., I ch st III ore unrepofred at he termfnotlon of sold perIod sholl remoln the responsIbIlIty of the developer (~Itten notfce of sold damoQes must be gIven prIor to the tIme the two (2) '1sar perIod ends). IN WITNESS WHEREOF. the developer has caused this Agreement to be executed by Its duly outhorlzed offIcers this ~ ~:: ~...JVM~. . 19~ ~ Title. '" ~.:C.:;.~ . ~ FINAL PLA~f OF LARKJIN9S CITY LAND LOT FAYETTE OF CERTIFICATE OF DEDICATION Stote of G~Qlo County of Foyette The O'M1er- of the I <lI1d soo'M1 on th I s ocknow I ~es that th I s plot was rrme from al ootuo I servey. <lI1d for value receIved the sufflolenoy of ...,Ich Is hereby cawey I n fee s I Ill> I e to the CIty of Peachtree City. G~Olo. aM further- dedlcotes to the USG of the pub I 10 forever 011 streets and rfohts-of-woy. olleys. cort P<1ths. wotercourses. dr<Jlns. easements. greenbelts ond pub I 10 ploces aho\W'\ hereon. except those easements desl<<;;JlOtG<t on thIs plat os other utIlIty company easements. ond except those streets speolflcolly deslgnoted on thIs plot os prlvote streets. In cons I d~at Ion of the <JPProvo I of th Is f I n<J I plot 000 other '10 I U<Jb I e cons I der-ot I ons. the O';d1ers do hereby OCTee to hold the CIty of Pe<Jchtree CIty. G~Olo. harmless for" a five (5) '16<11" per-Iod from any ond 0 I I mone t<:ry I I <Jb II I ties wh I ch rooy or I se form any ond 0 I I cia I me. d<JII'IQCJes . or" demot1<Js or's I ng on occount of the des I c.Jl ond construct I on of pub I 10 Irrorovements of the property sho\W'\ hereIn. to Include but not IlmltG<t to . the rOOds. streets. fIlls. enixJnkments. ditches. cross draIns. culverts aM br I dOes wIth I n the proposed r I oht~f-W<lY sho\W'\. resu I t I ng from any and <J I I cooses oth~ th<Jn by an aot of the CIty of Peochtree CIty. G~910. And ferther-. the 0';d1er- worronts that he O...r\S fee sllll> let I tie to the proper-ty sho\W'\ hereoo ond OQr"ees that the CIty of Peochtree City soo II not be II <Jb I e to the Lf'lders loned or" Subsequent O'M'\er-s In tIt I e for" a per lod of f I 'Ie (5) 'IGor s for" any 0 I 0 f m of d<Jrooc:Jes resultl09 from neQIloence In exerolslng GI1<Jlneer-lng technIques ond due c<JtJtlon In the coostruotlon of cross draIns extensIon. drIves. st~tures 01'" bulldl09s. the ~109 of courses of strG<JnS and rlver-s. floodl09 fran n<Jturol creeks and rivers <lI1d ony other- motter ...natsOGver on prIvate property. Any and 0 I I monetory I r <Jb I I I ty ocetrrl ng lSlder- th I s paraoroph 8h<J I I be the II <Jb III ty of the O';d1er. I further worront that J have the r loht to convey sa I d land occordl09 to thIs plot and do hereby bInd myse I f and the O';d1ers Subsequent In tIt I e to defend the covenants and ogrsements set out. IN WITNESS WHEREOF. the Lf'ldersloned by and thrOU9h Its du I Y outhor I zed corporate off I cer has executed th Is document thIs / doy of :rulVe" . 19-5..B..... ( SEAL) t/Chelf OperatIng OffIcer Notary Pub I 10 STATE OF GEORGIA The conveyance of streets and rIghts-of-way ond pub I 10 dedIcations sho\W'\ on this plot are hereby accepted by the City of Peochtree C Ity. G~g I a. ThIs the doy of . 19 THE CITY Of PEACHTREE CITY. GEORGIA 8Y:5~ f. t- MoyOr" L r Atteet'~~~ C I I ark Notary Pub I 10 (Ord. No. 434. 6-4-811 o...d. No. 544. 8-2-90) LANDJING PEACHTREE CITY 123 7th DISTRICT COUNTY~ GEORGIA NOTES I <i~' 1. OWNER/DEVELOPER: PATHWAY COMMUNITIES P.O. BOX 2007 PEACHTREE CITY. GA 30269 770-487-8585 2. ENGINEER: SOUTHEASTERN ENGINEERS 275 SOUTH LEE STREET FAYETTEVILLE. GA. 30214 770-461-4292 3. TOTAL TRACT ~ 16.26 ACRES GREENBELT ~ 7.91 ACRES LOTS AND STREETS a 8.35 ACRES R/W AREA a 1.44 ACRES TOTAL NO. LOTS a 21 4. ZONED GR-14 FRONT YARD SETBACK ~ 15 FT. (20' FOR GARAGE) SlOE YARD SETBACK ~ 0 FT. (10' BUILDING SEPARATION. ONE 20' SEPERATION FOR EVERY 10 UNITS) REAR YARD SETBACK ~ 20 FT. MINIMUM LOT SIZE a 4.000 SO. FT. MINIMUM HOUSE SIZE ~ 800 SO. FT. MINIMUM LOT WIDTH ~ BIL ~ 30 FT. MINIMUM LOT WIDTH ~ STREET ~ 1a' 5. THIS PROPERTY CONTAINS AN IDENTIFIED ZONE AE HAZARD AREA AS PER FAYETTE COUNTY F.I.R.M. COMMUNITY PANEL NO. 13113COOaO D. DATED MARCH 1a~ 1996. 7. WATER PROVIDED BY FAYETTE COUNTY WATER SYSTEM. SEWER PROVIDED BY PEACHTREE CITY WATER & SEWER AUTHORITY. 8. THIS PROPERTY IS SUBJECT TO THE DELINATION OF COVENANTS. CONDITIONS. AND RESTRICTIONS FOR LAKE KEDRON COMMUNITY ASSOCIATION. RECOROED IN DEED BOOK 1110. PAGE 625 FAYETTE COUNTY RECORDS. 10. IRON PINS (1/2- REBAR) SET AT ALL PROPERTY CORNERS UNLESS NOTED OTHERWISE. 11. SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR. 12. T8M - P.K.NAIL SET AT THE INTERSECTION OF LARKIN'S LANDING & REGENTS PARK. ELEVATION ~ 930.92. 13. THE BASIS FOR DIRECTION SHOWN HEREON IS: STATE PLANE COORDINATES (OA WEST ZONE) LOCALIZED NETWORK. 14. ALL BUILDINGS. SURFACE AND SUBSURFACE IMPROVE~ENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARLY SHOWN HEREON. r / PRINTED .. >>1-21998 I SOUTHEASTERrJ ENG1NEERS:. mc. ------------"'---- NO GEORGIA. FAYEUE eel/Nfl . ~ fi:f=d and R~Qj,d~G t;R~ _ . d day 0' ~ 1'1 lB.. Q.~o tl.M. ~vofl_..~1) .. ?~\ . l31 . a ... .. z.d / I /: .", "." '.~" ." .../. ~. ~-~~;.'~;':~ ..-:-'....crer\ CJ \~~ LOCATION MAP DRAINAGE EASEt.€NTS LOCATIONS SHO~ HEREON. BEYOND P[RW.NEHT STRUCTURES. ARE APPROXIMATE. SAID EASEI.tENTS WERE DETERYINED BY CURRENT WATER COURSES AT THE TIME Of SURVEY AND 00 HOT PURPORT TO REFLECT ANY FUTURE EFFECTS Of MAN-MAl)( OR NATURAL DISTURBANCES. THE FIELD DATA UPON WHICH THIS PlAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 63.909 FEfT AND AN ANGULAR ERROR OF 01 SECONDS PER ANGLE POINT. ANO NO ADJUSTMENT WAS USED. THIS PlAT HAS BEEN CALCULATEO FOR CLOSURE ANO I S FOUND TO BE ACCURATE WITHIN ONE FOOT IN 295.227 FEET. EOUIPWEHT UTILIZED. ANGULAR - TOPCON GTS-303 L I NfAR - TOPCON G TS-303 EOIol NO NGS t.eONlJMENT LOCATED WITHIN 500' OF SITE. OA TE OF FIELD WORK. 11 -20-97 thr'ooc;tl 3-3-98 IN NY OPINION. THIS IS A CORRECT REPRESENTATION OF' THE LAND PLATTED ANO HAS BEEN PREPARED IN CONFORNITY WITH THE "'INI~ STANDARDS AND REQUIREMENTS OF LAW. Y~:?~580 REVISION CKD DATE .... l' ~ .... r;n o ... ~a)~~ :f~F1ii ::1 H 'S: .... ~c8~~ ~ d ,,~ No;~E . . . Q) c ~(f)l .~ a: ~ ~W.~ @W$ . c ~ '(j) ~Z: ~(9.~ ~Z! (J ~ ~ -l ~ ~ -< Z ~ ~ ~ o ~ Z ~ Q Z ~ J CfJ ()\ Z ~ ~ ~ ~ J PROJECT NUMBER 97124 DRAWN BY TJ ISSUE DATE CHECKED BY SB & SB 5-14 -98 ..,. ~ 8J . ~ !<J) 8 e-~ ~ ~ I"l H d e3 :Ii c8 .... ..,. . ~ a ;}~~f; . <( <.:> >- l- Z ::J o U W l- I- W >- <( lL. >- I- <..> w w l- et:: (J l- X a::: <..> t- <( V) ..... w 0 a.. tJ... 1: +- a r-- >- I- ...... <..> IV') <'J ~ t- o ...J o Z <( ...J FILE NUMBER DRAWING NUMBER 1 OF 3 5. \ g'.<1:; ( )4 lJJ I~ .- o z (I) - ~ co ~~~ N59-09'44"E CHD=250.85' ARC=261 .49' RAD=263.00' TAN=142.10' ..;. ~ "P' ~'~ . <(, ~ ~~.. ~~J' "~X~ \(\ ~ <\ (;) ..,. ~ "A ~ ,;--9 .~ -9 <b" ~..~ .;, ~ -9 ~.. '* '0 35 CITY GREENBELT AREA ,,~ , "l~ - ~ ()() ~~ro ,,~(). N30-40'43"E 0.48' N33-14'45"W 5.48' N52-38'43"W CHO=132.86' ARC=135.43' RAD=200.00' T AN=10. 43' ~ r.a.M. IS P.K.NAIL SET AT THE INTERSECTION OF LARK IN' $ LANOINO & REGENTS PARK. ELEV. - 930.92 S30-40'43MW O. 11' NOTES: 1. OWNER/DEVELOPER: PATHWAY COMMUNITIES P.O. BOX 2001 PEACHTREE CITY. GA 30269 110-481-8585 2. ENGINEERs SOUTHEASTERN ENGINEERS 215 SOUTH LEE STREET FAYETTEVILLE. GA. 30214 110-461-4292 3. TOTAL TRACT ~ 16.26 ACRES GREENBELT ~ 1.91 ACRES LOTS AND STREETS::: 8.35 ACRES R/W AREA ~ 1.44 ACRES TOTAL NO. LOTS ~ 21 4. ZONED GR-14 FRONT YARD SETBACK ~ 15 FT. (20' FOR GARAGE) SIDE YARD SETBACK ~ 0 FT. (10' BUILDING SEPARATION. ONE 20' SEPERATION FOR EVERY 10 UNITS) REAR YARD SETBACK ~ 20 FT. MINIMUM LOT SIZE::: 4.000 SQ. FT. MINIMUM HOUSE SIZE ~ 800 SQ. FT. MINIMUM LOT WIDTH ~ B/L ~ 30 FT. MINIMUM LOT WIDTH ~ STREET ~ 18' 5. THIS PROPERTY CONTAINS AN IDENTIFIED ZONE AE HAZARD AREA AS PER FAYETTE COUNTY F.I.R.M. COMMUNITY PANEL NO. 13113C0080 O. DATED MARCH 18. 1996. 1. WATER PROVIDED BY FAYETTE COUNTY WATER SYSTEM. SEWER PROVIDED BY PEACHTREE CITY WATER & SEWER AUTHORITY. 8. THIS PROPERTY IS SUBJECT TO THE DELINATION OF COVENANTS. CONDITIONS. AND RESTRICTIONS FOR LAKE KEDRON COMMUNITY ASSOCIATION. RECORDED IN DEED BOOK 1110, PAGE 625 FAYETTE COUNTY RECORDS. 10. IRON PINS (1/2" REBAR) SET AT ALL PROPERTY CORNERS UNLESS NOTED OTHERWISE. 11. SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR. 12. TBM - P.K.NAIL SET AT THE INTERSECTION OF LARKIN'S LANDING & REGENTS PARK. ELEVATION ~ 930.92. 13. THE BASIS FOR DIRECTION SHOWN HEREON ISI STATE PLANE COORDINATES (GA WEST ZONE) LOCALIZED NETWORK. 14. ALL BUILDINGS. SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARLY SHOWN HEREON. \... NlF COTTAGE GROVE ZONEt.) GR-14 PB. 29, po. 31 & 38 33 H 'X /I ON SS~ 31 'X /I ON ss.... I.U ~ lil", M,... :'M I.() · - I.() I.()""" 0__ 4?: , 67.45' 30 \ ()O a,. ,,() 136478 SO FT .31 ACRES 587-38'44"\'1 \..p.R\(\~'S ~ ~~ 726.95~1II"40.50' , .-- CURVE #1 .~- -- N59-45'03"W CHD:::;50.00' ARC=60,13' RA0=20a.00' TAN==25.20' I?tGtNrs ==----- " 8'PVC CURVE · 1 · 2 ..J .4 DELTA 56058'0211 45029'4411 180- 00'00" 180000'00" 559-09'44/1W CHD=203. 16' ARC=211.18' RAD=213.00' TAN=115.57' Nl<_~6. , '< ' 4 f"w P-4l?k ---. rt CURVE DATA RADIUS ftRC 238.00' 236.63' 250.00' 198.51' 39.00' 122.94' 39.00' 122.94' PIPE CHART z o .....N N · ON . ~ Ol ... O~ Ol - ~ 2'3 / / I I / / I / I \ O() n' ~ ~<V \ ()" (0) ~ ~\ ()O n' ~ 13,600 SO FT 0.31 ACRES J'? /0- /~ SO.. ~a S.,9.... v.. ~ \P. ~_ 10,737 sa FT .-l"p' ~ 0.25 ACRES d> ij)- .~ ~ 2 ~- ~ (<' 1 ~ ~ --- A I / ~ ,/ ~ O. ~~ 13,600 sa FT 0.31 ACRES J'.,. /0. I'~ So... ~a S.s>~ v... ~ 3 / \ ~~O \~~ ~~ ...~/ , A/ ~~. ,/' A/ ~ ~ E WI. ~~ A --- 21 13,484 SQ FT 0.31 ACRES 811.16 869.03 ~ TANGENT 129.14' 104.82' INVERT ELEV TOP ELEV 812.82 .. 871. 88 810.21 869.18 864.15 863.61 856.08 ~ ... ...~ J> ~ ~ 1.9... J>o tJ'\r-J ... , ~ 20 17.203 SQ FT 0.39 ACRES .. .. .. 853.25 THE TIME OF SURVEY. S9 N,<_ .;5' 58.00' 02 4 - , 20"'" f"w- 583021 " 85.00' , '43.00 100'l:) If/W CHORD 227.01' 193.34' 78.00' 78.00' IPF 1'2. REBAR ) LOT NO. 1 2 1 8 I CURVE NO. I ' A' , A' , A' , A' , B' , A' , A' , A' , A' , A' 1 B' , A' , A' , A' PIPE SIZE/TYPE LENGTH CB1 1 18NACCMP 36' CB2 2 24NACCMP 156' JB1 3 24NCMP 43' HW1 CB3 4 24-ACCMP 51' JB2 5 24NACCMP 110' CB4 6 24 MCMP 140' HW2 . TOPS NOT CONSTRUCTED AT 9 10 11 12 13 19 20 21 ~~~ / ~-Y~~)- / ~ / O~ / 1 / if ~ ~" / ()() v /~~. J''1' /00 I' ~ SO... ~ a S.s>~ v ~ 4 ()() / ~~ / 19 ~ ~- ~ V'. 16,320 sa FT ~ \9... 0.37 ACRES .~ ~ \j'- ~ ~~ , ,~~ ()() ~ ~. ~-~ ~ t?~ N58-55/16I1W CHO=136.23' ARC=131.43' RAD=300.00' TAN=69.94' IPF , 1'1 REBAR A~.~1 ~() " ()~o~() '\ ~<V'v fv~~ G~ \ ~ t?~ . i;) ~9> ~ <:j - ~<V Go) LOT R/W CURVE DATA CHD BEARING S16-48'11"'#I S54-03'25"W S25-21'OO"'#I N20-45'04"E N04-33'OO"W S81- 43' 06"'#1 N61-52'58"W N25-44'24"W SI8010'28"'#I N12-09'01NE N11003'52"E N51-09' 09NE N69-14'39"E N82-59'23"E CHD 84.64' 92.84' 11.24' 14.81' 13.80 ' 45.66' 29.10' 45.11' 44.51' 30. 00' 61.96' 86.06' 86.89' 44.64' 5 ~ . 13,685 SQ FT ~ 0.31 ACRES '1'''>0 /6' So.. I' ~ · a '.s> ;. V ~ , ()() , '\ . ()() ,1, ~. ,~ IPF I~I REBAR ARC 85.14' 93.52' 11.49' 80.85' 13.93' 46.84' 29.39' 46.31' 45.61' 31,42' 65.11' 86.42' 81.25' 44.69' , 16 (']>'" )<, "'/ ()o , " ~.~ /' , , ~ / .1:!L/", )~, " \ / O,E, ,1'6' 0>- HW1 // ro..O "I' S:' /;;\ 'oJ , 17 '~~ '.s>~"'f 0/" ~~. " ,'" / " ," , ,/ " \ , tV JB1', 0). ~'\;. 18 13.685 SQ FT ~? 0.31 ACRES /0- I' 6' ~o.. /.a S..9~ v.. ~ \ ()() ~. ~ \ ()O n. ~ ,,~ \ <::>" ()O) o ~ Gj IPF I,l REBAR s ........"" .... .... 6' ...."" 'QA ' (j ~ ~ .... .... .... ~ G.\ I\, ...."" '!J- "J .... s'O ...."" .... .... .... .... 16 .... .... .... .... .... ,.... .... ...., , , ....( ...."" , , I ~ I , I <0 q, I () () I ,," <0 I 0) "'> I "0, I " I (;) I I I I I I I I I 18 ...." \ \ \ \ \ ~\ \ \ \ \ \ \ \ \ \ \ ~ .... 11 N/F THE POINT AT LAKE KEORON PHASE ONE ZONED GR-12 PB 29, PO 169-111 15 DRAINAGE EASEMENTS LOCATIONS SHOWN HEREON, BEYOND PERMANENT STRUCTURES. ARE APPROXIMATE. SAID EASEt.4ENTS WERE DUERWlNED BY CURRfNT WATER COURSES AT THE TlWE Of SURVEY AND 00 NOT PURPORT TO REfLECT ANY FUTURE EffECTS OF MAN-MADE OR NATURAL OISTURBANCES. 14 13 PR'N1EO L~-2~ SOU1HEAS1ERN E.NGlNf.lRS, INC. . \ GEORGIA. FAV(tJE CClINTV ., . filed ~d~~ ~s -: . -;; 11 day of . 1} fl. 1.. ~.M. CoJo~ (:J() _ . r .; \.. J 13 , . 12 '" . .,", ui / 1/;/"': ,.r,. '#/'. d~. .t:~~~~I'~~.~~'''''' 'CJe'~ . FOR NOTES AND CLOSURE INFORMATION SEE SHEET 1 OF 3 .. RAD 225.00' 225.00' 30.00' 60.00' 30.00' 60.00' 60.00' 60.00' 60.00' 30.00' 60.00' 215.00' 215.00' 215.00' 60 I o II 60 '1 SCALE: 1"=60' REVISION .) \.... 120 180 I CKD DATE " ! i ~ {I) ~ 3 ~~ ~~;:, ~Hl>S Jl JI ~ yll 100 ~8 ti~~f; . . ~ ~ = ~ I(]>> g ~~ ... ~ H CJI r.l H .~ .OA.". ZCQ;::_ . ... 0 co q "i: ~ ~~u..... . Q) c ~Cf)l ~ CC ~ <UW~ 'j~ W .~ c f.9 Z .~ ~-. ~~.~ ~Z~ ~ a. e ~ ~ ~ ~~ ~o -< Z .... Cz.c ~ "" . <( <.:> ~ Z ~ ~ Z ~ J # ).- .- z 6 <J / ,,~<V ,,~ /" "\ \" / '-'~" / - Y /" W ;" C, ,,/ " " ,,/ ~ / r PF " / ", / " ~-1."" ,,- ~. //~~'>. ~A' 26'B/C / TO B/C " \ ~F w .- .- w >- <( LL >- .- - u w w .- a::: <J .- - ::c 0:: u ~ <( - W 0 a.. LL r:. o :::. >- .- 'Jj) (J\ z ~ ~ ~ ~ J - u to ('.J or- .- o ...J PROJECT NUMBER 97124 DRAWN BY CHECKED BY TJ ISSUE DATE S8 & BS 5-14-98 FILE NUMBER DRAWING NUMBER: 2 OF 3 ~ LOT R/W CURVE DATA LOT NO. CURVE NO. CHO BEARING CHO ARC RAO 1 ' A' S 16. 48 ' 11 "w 84.64' 85.14' 225.00' 2 ' A' S~4-03'25"W 92.84' 93.52' 225.00' 1 'A' 525-21'oo/lW' 11.24' 11.49' 30.00' 8 ' A' N20-4S'04"E 14.81' 80.8S' 60.00' , 8' N04.33'OO"W 13.80' 13.93' 30.00' S11.24'21"E 9 ' A' 581-43'06"W 45.66' 46.84' 60.00' 39.53' 10 'A' N61.52'58"W 29.10' 29.39' 60.00' 1IJ 11 ' A' N25-44'24"W 45.11' 46.31' 60.00' t- o 12 'A' 518-'0'28"'11 44.51' 45.61' 60.00' z 13 ' A' N12-09'01/1E 30.00' 31.42' 30.00' Vl - , 8' N11- 03' 52"E 61.96' 65.11' 60.00' ~ 19 '.A' N51-09'09"E 86.06' 86.42' 215.00' CD 20 ' A' N69.14'39"E 86.89' 81.25' 215.00' 1IJ 1IJ 21 'A' N82.59'23"E 44.64' 44.69' 275.00' V') ORA INAGE EASfWENTS LOCA T I CHS SHOWN H[R[af. BEYCHO PERMANENT $TRUCl1.JRES. ARE APPROXlMAT[. SAIO EASf.MENT$ WE.Rf OUERNlNEO 8Y CURRENT WATEA COURSES AT TliE TINE OF SURVEY ANI) 00 HOT PURPOOT TO RULECT ~y FUnmE EFFECTS OF MAN-MADE OR NA TURAL 0 I S TURBANe!s. N/F KEORON VILLACE APART~NTS S24G11'14"E 22,99' N53012'50"E 24.95' ... 0') o- M .'t:T 0')0 <.0 . <0 o V) N/F COfT AGE GRO~E lONED ~R-1. PB 29. PG 31 ~ 38 25 z o U1-J · (t) N. -:(t) N~ o ;. ...... 26 ~ ... 1O ~1O '1O ~~ (\J 0 ....(\1 o V) 13,600 sa FT 0,31 ACRES .$'9' '>. "& So... ~ Q S.,9 '.0 o .t 5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ J'~~ & ~~~J' ~ 4 O~ ..) 20 1'3 17 H/F THE POINT AT LAKE KEDRON PHASE ONE PB 29. PG 169-171 J'~ <t & ~~~J' ~ O~ ..) 18 17 PIPE CHART PIPE SIZE/TYPE LENGTH INVERT ELEV TOP ELEV CB1 872.82 . 1 18 ACCMP 36' CB2 811. 88 . 2 24 ACCMP 156 JB1 870.21 871.16 3 24"Ct.P 43' HW1 869.78 CB3 864.15 . 4 24' ACCMP 51 JB2 863.61 869.03 5 24 ACCMP 110' CB4 856.08 *' 6 24 eMf> 140' HW2 853.25 *' TOPS NOT CONSTRUCTED AT THE TIME OF SURVEY. CURVE #3 #4 CHORD TANGENT 78.00' ,00 100 'fEAR FLOro ELEV. ~ 41. LAKE KEDRON -\ "\ ) . -". . ...... PR\NTEO _.. \~-2~ I SOUTHEASTERN ENGINEERS, INC, GEORGIA, FAYETTE CCIINTV fi::t:t~rt(G '?Jr 02. .dav 01 . t'} . ,'I L1l> HM. CvO~ (30 F.__, r .;' L 31 J . ~ I~. ,. :' / /.,. ,. ',. ." ...../'. . /...~~.~....~'. ~~''''''~Cle'~ *' FOR NOTES AND CLOSURE INFORMATION SEE SHEET 1 OF 3 . 60 I o 60 i f SCALE: 1"~0' 120 I' NO REVISION CKD 180 , DATE .... l ~ (I.) .! ~ ~i<!~~ ~H .... t8~~~ 0- ~d ~2 N~~b . . . ~ i h~~ stt H . ~ .0 ,g .... z~t:...... co d .... 2 ;:1~l;E Q) c: ~ en '~ ~a::~ ~W~ ~WE \UA 'i C ~Z.~ ~-: ~C).~ ~Z~ ~ ~ < ~ ~ ~ ~ 0 < Z ~ ~ ~ Z ~ ~ Z ~ J C!J 0\ Z ~ ~ ~ ~ J . ~ <..:> . >- t- Z B u W t- t- W >- .t LL >- t- U W W I- a::: u t- ..... I a:: I- u Vl 4 W 0 a.. LL .c t- o f"- >- t- ..... U IV) N ~ I- o -.J Q Z <( -.J PROJECT NUMBER 97124 DRAWN BY CHECKED BY TJ ISSUE DATE S8 & 88 5-14-98 FILE NUMBER DRAWING NUM8EH 3 OF 3