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Centennial - 4a lONIi C I ~ ZONe 0 ~ .. ~ ~ .. +- .. ~ SITE '" / FLOOD MAP (NTS) CERTIFICATE OF DEDICATlON. STATE OF GEORG~ COUHIY OF FAYmE THE 0WHfR OF' THi I..N4D SHOWN ON THIS PlAT ACKNOWI..EOOfS THAT THIS PlAT WAS &cAD[ FRO'" N4 ACTlW. StJINE'f. NJO FOR THE VAlUE R(WfED, ,itE SUfflCfE.NCY OF WHICH IS HEREBY. ACK~~~.6~nTtJ~' t\l!DI".lTES FEE SIMPLE TO THE CITY Of" PEACHTREE CIIY. G(~ "nv ,. yn In .'~' \oln TO THE USE OF THE PUSUC "OR~. AU. SfRms AND RIGHTS-. ....'..:I!...~Y. AU.fYS, CNfr PA~...."YATER(OO .. ORNNS, EASaI." EHLS.L...~QQJIn ANOND THIS PUBUC PlACfS \)tMfN HEREON E}(I' fPT THOSE CASEMtN ,\) ~vlOt4\l~" PlAT AS OTHER UT1UTY COw>'N<< CASEMENlS AM> EXCEPT 7:~()SE ~ SPECIf1CAU.Y DESIGNATED ON THIS PlAT AS PRNA1E STREfJS. IN COHSIOEFAl1OH OF THE APPROVAL OF THIS FfN,jL PlAT .~ND OTHER IIJJ..UNJtE CONSIOEP.,~TlOHS, THE OWNERS l)() HEREl1f AGREE TO HOW THE CITY OF PrJDITR(E CfIY. GE~IA. HARItflESS FOR A FIVE-YFJR PERlOO FROW Nf( AHO JL~. ItfOHETJRf lWJUTlfS WHIeU. ~Y MISE FROAI NiY ANO ALL WJWS. ~ Oft DEUNlOS ARfSIHG ON ACCOUNT OF THE DESIGN AND COHSTRUC11OH OF PUBUC ,IeIPROVEJ.fEHTS OF THE PROPERTY SHOWN HEREIN, TO INClUDE BUT NOT lMTEO TOw: W& ROADS. STRafS. FJ~.EMBAN~. KAJ(NTS... . DITCIES. CROSS DfWHS, CUl AND BRlOOES WITHIN 'HE P . ..... RIGHT-OF-WAY SHOWN1_RESUlnOO FROW At<< ANO ALL CAUSES om l'HAN BY AN JCl" OF THE CflY (JI- PrJtHTREE CITf. GEORGIA. ND ~~~ THE OWNER WARPJNTS THAT HE OWNS FEE SIMPLE mu; TO THE I'fM"U(f T SHOWN HEREON AND AGREES >>fAT THE CITY OF PrAQlTREE CllY SHALL HOT BE lIABLE TO THE UNOERSIGNf D OR SUBSEQUENT.. OWNillIERS.,. IN ]T}E fOR A PfRIOO OF f1VE ~ FOR N<< ClAIM OF l.\WAGfS RESUL. .'. FRVM N[GlJGEHCf IN fXfRCfSING ENGINEERING TECHNIQUES AND DUf CA .N IN mE COHSTRtJCTJOH OF' CROSS DIWHS EXfEHSION.' DRIVES. STRUCT1JRES OR . 8U1lD1Hc;S THE CHANGWG Of" COURSES OF STRU.MS AHO RNERS ftOOOlNG f'ROW NATuRlJ. CRfEKS AHD RMRS ~o ANY OTHER MATTER w~~~. ~IS PfWATE PROPERTY. N<< AND AU. MONETARY lIABIUTY OCCURRlnv "-"-VL" PNW.ifW'H SHALL BE THE tWJlUlY OF ruE OWNER. 'FURTHER WNUWfr mAT , HAVE THE RJGHT TO COtM:f 5.'JD WID ACCORI)ING TO THIS PlAT NfJ 00 HEREl1f BIND' J.fr'SElF AND THE OWNERS SUBSEQtJEHT 'N TIllf TO DUENO THE CMHNITS AND AGREEMENTS SET OUT. IN WITNESS WHEREOf. I HA'tf HEREUNTO SET BY HAAD mo AFfIXED MY SEAL nllS Z ~ 1'IIDAY OF -irU~ ~, ' 2~. . CHARlES E. BlElE. 'If. SRW MTE ~ /1)~ 7-- Z:S""/).J " ~ ~TJ. ~ h....:O ~ ""," AS 0 ~\,~" Ilf"'m.."\\\\~ STAlE OF GEORGIA THE COtNEYANCE OF mE; STREETS ~o RIGHTS-OF-WAY AND PUBUC '. ': :: DEDfCA110HS SHOWN OH THIS PlAT ARE HEREBY ACCEPTED BY >>IE CITY OF P~' art, GEORGIA. THIS THE l:2- DAY OF 0 ~t: ... , 2005.' \~~~ o~ AEiD ii" ....~ ~ "M9;;H I, ~" THE CnY OF P CfTY. GEORGIA .. v " "~r- , .:-.~ .....\.~. ". -:. rYV. .. Nl~ Jt. · ,gf. .. ~ . ~'-:. f 9 [ 1",..0" ~~ iTTEST: . . ~ ~ · · EU '" . ~ ':':)>'. ,.' (Mo, ,t:4-1987; ORa. NO. 544. 8-2-1990. ~,;;,%.'Kt;s'. ", ".' i', \ J.....,. "".... · ., ..... ~; )r\'{r':'r-r.. \r'~\IVt t,'4 . . ;::"',~.\j~) ,~'r 'f ~ :'\)..' .........l;'fjt '-c' '(I'" ,j,,1f ~''''\ ""'>/.'~ --,.~. ~"J ~JJ . '~~;,'J~,< ....,.~:. ':..>)~ Z'>f1'~':"~.,"~~'~:'~~" ','~~/"., ", rf'- ..it"'" (.. (_ '~.'1 j# .. 4} ". 'i~ ';' ~ '(;)Cf,:JV '".-. r," ..' ~~ [Jttibs~~~i'~ Wl~~J&~ ':'.'. />~, ,~.~jJl '1: J :/'~(~'~~ DEVELOPER SHOWN HER~~~;k"NY;!IUSE ~. :/:'>~:f::; .!j.'~~5;;;<.~;?~.>~ ::,":~, >' \ .' f1( THIRD PARTIES IS AT,\~fl~'0~~ RIS{<. . . . {) t.... ""\ I__r-.~ FINAL SUBDIVISION PL.A T FOR CENTENNIAL PHASE 4-A LAND LOT 158 · 7th DISTRICT CITY OF PEACHTREE CITY FAYmE COUNTY, GEORGIA ENGINEER / SURVEYOR ROCHESTER & ASSOCIATES, INC. 286 HIGHWAY 314, SUITE A FAYETTEVILLE, GEORGIA 30214 ATLANTA: (404) 262-1 ~ GAINESVILLE: (770) 718-0600 FAYmEVJLLE: (770) 718-8.123 SURVEYOR: MARK A. BUCKNER, R,LS. OWNER / DEVELOPER JOHN .WlELAND HOMES AND NEIGHBORHOODS, INC. 2356 LOG CABIN DRIVE SMYRNA, GEORGIA 30080 (170) 703-3129 24 ~OUR EMERGENCY CONTACT I MR. MICHAEl HAPONSKJ (770) 703-3126 I , ANAL SUfM:YOR'S CERJlFICATE. IT IS HEREBY CER11FIED THAT THIS PlAT IS TRUE AHO CORRECT AND WAS PREPARED f'ROW NI N:TWL SURVEY OF lliE PROPERlY MADE BY WE OR ~or Jt~~~tdkE~"'flfb~ mw~EIf~ ~D MATERIAl AAE CORRrCTLv SHOWN. THIS PlAT CONfORMS TO AU. REQUIRE- ~ 2alLACT. REGfSTERED .l. - ) ./ GEORGIA u.HD SURVEYOR No. 2422 DATE: ?/~.~ DEVELOPMENT ACREAGE, SUMAfARY LOTS - 2.9774 ACRES 129697 SF R/W - 1.4218 ACRES 61_ SF COMMON AREA = 0.4826 ACRES 21023 SF TOTAL - 4.8819 ACRES 212667 SF GF.OI<GtJ\ f ,WE}1E r:U:N .\: 1 ~~. .' . 1 },. ., .1' .. d r ~.fl flied 3!W r~;~VJ~;!~ ml'i ,'<'-'-.- . ~.,- _.~ ii ~.l2 L;I:'~ I d..~ 1..2~ J.t.....H._. ._-~ 0(---'" . ~L ~ t. 1).;,..(,. l 0 t . .' 'i. 'It J... ~ .. ~ ......._....;,;....0 . ,,=,...-_~ ".' .-"_,,,..) "".:"l"- /"'':1 ..,....1 . i ~J\f~. ,(}. ."Jc: ") "'~ I: .~., ../' ,.".... ' '''I:'~ r ~ . ,) .' ,-,,"".... . ,.... . \ \ ~ :?:".'" ,~.x ,,~.:.: i:,~:.~.-'.\..j...~ ./_.. .)1. ' ..-~:..:~. ,~~\"")~.~.......~_..-.~-- '#'- - '.. I \ I AWHlIHNa GUAIWffEE. THE U~.,,~.~ESSORS AND ASSlG!j~J.. HEREBY WAARNaS AND (j~,tJ:~ TO THE CITY OF P~HTREE CrrY THE fULL N<<J COWPlfTE AW~CE OF A CERTAIN IMPROVEMENT KNOWN AS. THE 00fflN. NIAL PHASE 4-A. ~O MORE pART1CtJf..ARly SHOWN IN PlAT BOOK ,011)[(5) . OF THE FAYETTE COUNTY RECOROS. .. THIS vtNWHfY ND GUARANTEE IS MADE IN ACWAVAHCE WITH THE ~a CIlY lNIO DEVELOPMENT 0R0IHNa. THIS GUARANTEE INCUJOES NOT ONLY PAVING BUT AlSO AU. OTHER N>pt)RTEJWfr STRUCTURES AND AlIENmES L YrNG WJTHIII THE RIGHT-or-WAY OF SAID ROAD AND IN THE GRaNsnJ~ INCLUDING sur NOT WArrED TO ALL CURSING. DRAINAGE PIPES. CULVERTS. CATCH BASINS... DRNNAGE OfTCHES. SU<E PATHS. eN<< PATHS AND PEDESTRW4 "ATHS. ununES OWNW NlO OPERATED Erf A GOVERNMENTAL 900Y OR PUSlIC UTtUlY COWPAHY SHALL BE THE RESP~hSi&ulY OF SAID GOVERNMENTAL BOOY OR PUBlIC unurv COMPANY ~o NOT THE oe;aopER. THE DEVElOPER SHALl CORRECT AND REPAIR: OR CAUSE TO BE CORRtCTEl> NUl RfPNRED AU. twCAGES TO SAJO IlIPROVEMENTS RESVLnNG FROM Nt( CAUSE WHATSOEYER. IN THE EVENT THE DEVELOPER FAJLS TO CORRECT Nt( Il'MAGfS MTHIN JO DA~ AFTER WRmEN NOTICE THEREOF. THEN SNO a.\W.GES WAY BE CORRECTED BY THE Cf1Y M> All COSTS N40 CHARGES 8IUEO TO AND PAID f1( THE DEVELOPER. BUT THJS RDlEDY SHALL NOT U"'" THE CITY rffiO fT SfWl AlSO. HAVE AN( R6ED1ES AVNlNJtE. TO IT AS wt'ROW f1( LAW. ' THE TERMS OF mlS AGREEMENT SHAll BE FOR A PERtOO OF TWO YEARS BEGINNING ON THE MTE OF WRITTEN ACCUrAHCE OF SAID COfrIPtErfO IMPROVEMENTS f1( THE efT(. AS.. ~__ BY THE FlHAL PlAT APPRCNAL OF SAID COfrCPlETED ~f~ , ! N1ER THE TERM'NATlOH OF S'JD lWO-YF)R PERIOD THE efT( SHALl BE RESPONSISlE TO THE cmZENS Of PEACHTREE renv FOR THE MNNTEHAHCE OF SAlO IMPROVEMENTS AS PROVIDED 9Y lAW. NO ROO>\VAY NlO ASSOCIATED RIGHT-OF-WAY SHALL BE ACCEPTED BY THE CITY rOR WAlNTEHNlCE UNlfSS " SCORES 90 OR MOVE ON THE Cfl"YS ASPfW.T PAVO#EHT RATJHG FORAI. PROWlfO HOWEWR NIY lWIAOES WHICJf OCCORRm PRIOR TO THE END OF SAio TWO-YEAR P(R(OO AND WHICH snu. ME UNRO'NREO AT THE TERMlHAllOH OF SNO PERIOD SHALl RaWN THE RESPOHSlSIUTf OF THE DEVELOPER (WRITTEN NOTICE OF S4JO n\WAGES MUST BE GIVEN PRIOR TO tHE nWE THE TWO- YFAR PERIOD ENOS). IN WrTNESS WHEREOf. THE DevElOPER HAS CAUSED TItS AGREfN(Hf TO BE fXE= BY ~y. MmfORIZED OffICERS THIS 'Z$ T MY OF 1. .,., t 2006. BY: JOB Ml. G201056.04AOO-1726 J 1""'-"""''''''' t, , I ,- I ~ ,.; l!! ~~3 i I~ ~~;!~ ~ t I ... .. 5 , , I~ ~ ~ ~ ~ ~ .:) ~ W o:t4~F iz . ....0~1a..J 6~l;~i1J z ~o(l) !iril ~I::(j;~~ I, ~t . ~ ~ ~ lul I ~ :dli LEGEND ACS - ACRES AE - ACCESS EASEMENT AIr - ANGLE IRON FOUND AKA - ALSO KNOWN AS Be - BACK OF CURB BfE - BASE flOOD ELEVATION BL - BUILDING SETBACK UNE BWF' - BARBED WIRE FENCE C&G - CURB & GUTTER CT - CRIMP TOP PIPE CI - CURB INLET ~ CENTER UNE ' CLF - CHAIN UNK FENCE CMF CONCRETE MONUMENT fOUNb CMP - CORRUGATED METAL PIPE eNS - CONCRETE NAIL SET CONe - CONCRETE CORPS - US ARMY CORPS OF ENGINEERS DB,PG - DEED BOOK.t." PAGE DE - DRAINAGE t.J\SEMENT 01 - DROP INLET DIP - DUCTILE IRON PIPE OWCS - DOUBLE-WING CATCH BASIN' ES~ - EASEMENT EP - EDGE OF PAVEMENT FH - FlRE HYDRANT -G- - GAS UNE GP - GUY POLE GV - GAS VALVE GW - GUY WIRE He - HANDICAP PARKING SPACE HW - HfADWALL HWF - HOG WIRE FENCE IE - INVERT ELEVATION IPF' - IRON PIN fOUND 'PS - IRON PIN SET (1/2" RIB) IPS DENOTED BY "o.AT LOT CORNERS JB - JUNCTION BOX LL - lAND LOT LLL - LAND LOT UNE LP - UGHT POLE MFFE - MINIMUM F1NISHED FLOOR ELEV. MH - MANHOLE MON - MONUMENT NfF' - NOW OR F'ORMERL Y OCS - OUTlET CONTROL STRUCTURE -p- - POWER UNE -P,([- - POWER & TELEPHONE UNE PAlIT - PAVEMENT PBX - POWER BOX f - PROPERTY UNE poa - POINT OF' BEGINNING PP - POWER POLE P7P - POWER & TELEPHONE POLE PVC - POL'MNYLCHLORIDE PIPE RB - REINFORCING IRON BAR RCP - REINfORCED CONCRETE PIPE R/W - RIGHT OF WAY SF - SQUARE fEET -SS- - SANITARY SEWER UNE Sf - SANITARY SEWER EASEMENT SW - SIDEWALK swca - SINGLE-WING CATCH BASIN TBM TEMPORARY BENCHMARK Tax - TELEPHONE BOX TF - tRANSFORMER TMH TELEPHONE MANHOLE TP TElEPHONE - POLE TPOa TRUE PO'NT OF BEGINNING - T - TELEPHONE LINE UGP - UNDERGROUND POWER UGT UNDERGROUND TELEPHONE VCP VfTR/F/ED CLAY PIPE WE WATER EASEMENT WI WEIR INLET -w- WATER UNE WM WATER METER 'NY - WATER VALVE WQS - WATER QUALITY BASIN WSE WATER SURFACE ELEVATION . ( THIS FINAL SUBDMSION PLAT IS FOR THE EXCLUSIVE USE OF THE OWNER/ DEVELOPER SHOWN HEREON; ANY USE BY THIRD PARTIES IS AT THEIR OWN RISK. SITE NOTES 1. TOTAL NUMBER OF LOTS = 1 J. 2. ZONING: GENERAL RESIDENTIAL (GR-.) J. BUILDING SETBACKS FRONT YARD SETBACK = 15 FEET, 20 FEET FOR GARAGES REAR YARD SETBACK · 20 FEET #J FEET ADJOINING S'NGLE-FAMILY RESlOENTlAL ZONING SIDE YARD SETBACK - 0 FEET MINIMUM BUILDING SEP~TJON · 10 FEET BE1WEEH DWruJNGS ~D 20 FEET EVERY TCN DWEWNG UNITS 4. MAXIMUM BUILDING HEIGHT - 4{) FEET 5. MINIMUM HOUSE SIZE . 800 SF 6. MINIMUM LOT AREA = ..000 SF 7. MINIMUM LOT WIDTH :II 3D fEET AT BOILDfNG UHf 8. DISTANCES SffOWN HEREON ARE HORIZONTAL BEARINGS CALCULATED FROM ANGLfS TURNED IN FJELD. 9. AT THE TIME OF RECORDING. IRON PINS (1/2- R. ESAR), WERE SET AT mE RFAR LOT CORNERS, UNLESS OTHERWISE OOTED. lR0f.4 PINS WILL BE SET ON THE FRONT LOT CORNERS AT TfIE SUBSTANlW. COfJPlE11ON OF ROAD SHOULDER AND UTlUlY CONSTRUCTION OR UPON REQUEST OF THE CUM DURING CONSTRUCTION. BASED UPON mE JUOGEAIENT OF ROCHESTER &, ASSq~ INC.. WHERE nlERE ARE NATURAl OR ~AW>E OBSTACLES AT mE rmJN' LOT CORNERS PREVENTING ACCUAATE PlACEMENT OF IRON prNS. NO IRON PIN WILL BE SET. to. NO NGS MONUMENT LOCATED WmilN 500 FEET OF SITE. 11. THIS PROPERTY IS NOT LOCATED IN A flOOD HAZARD ZONf If A- PER F.E.WA FlOOO INSU~CE RATE MAP Of' FAYETTE COUNlY. GEORGIA. COMMUNIlY PANEl:. NO. lJ04.J2 0060 A.~~ EFFECTIVE MAACH 18, 1996. 12. mE CIlY OF PEACHTREE CITY RETAINS A 20' EASENENT (10' EACH SlQf OF ~D PARALLEl TO ALL DIWNAGE PfPING) AND A 10' EASeMENT {S' fACH SJDE OF AHD PNWlR TO AU. PR6Pmrt UNES} fOR THE PORPOSE OF INGRESS, EGRESS ~O REPAIR OF DRAINAGE STRUCru~ OR TO MAlNTNN POSmvE DRAINAGE. . . f J. THIS PROPERTY IS SUBJECT TO THE DECl..AAAllON. Of' COVENANTS. CONDfTlONS >>40 RESTRICTIONS FOR CENTENNIAL SUBDMSION RECORDED JUNE 20, 2002 IN DaD BOOK 1888. PN;E .ro1. FAYETTE COUNTY, GfORGlA, SUPERIOR COURT RECORD ROOM. 14. mE CENTENNIAL HOWEOWNER'S ASSOCIATION WIlL WNNTAlN A1.L...IHTERHAL PARKS AND COMMON AREAS AND BE RESPONSt8LE FOR RtGtJlAA WJHIDW4CE QF THE DEllHTlON POND. 15. THE WETlANDS SHOWN ON THIS ~T ARE UNDER -mE JURISDICTION 0,. THE CORPS OF ENGINEERS. THE OWNERS MAY BE SUBJECT TO PENAllY 8Y LAW FOR D4STURSAHCE OF fflESE WETI.).Nl) AAEAS WITHOUT PROPER AUTHORIZATION. f 8. SITE SERVED BY PUBUC WATER AHD SANITARY SEWER. r .' ; , ~ I; I !) . , :~- .,' :~ F ,-'x 'C~ G.~p. R,:GJ.i':i-.tv'.l'~~.'~'.U" :'~,.I'S~. '''..'~. ._<.......'..S)...' , filed at\d l\~~T6:6d:u, j':~: I" ,",' _~: ft5. .2~a-.. , .' ~oo '- lif , Pag~J . ~ ..~.,. , i1'~~' " .'.'......'. / .'~'.' ,J .- 't." .. t- ,)<'." ,.' . .,dtt - -~, __.:_ G ___~---~~---'..J> , I r I I \ I I . " . lit " STORM PIPE CHART STRUCTURe PIPE LENGTH TOP INVERT 7t GRADE NO TYPE HW 7A 869. f , OUT 884.92 PI 25. l' JO"BCCMP 2.07 " J8 78 87J.59 OUT 865.44- IN 866.44- P2 120.4' 30'tJeCMP 1.04 * OWC8 7C 87J.19 OUT 868,69 IN 868.69 P3 JO.9' JO"BCCMP , .24 " OWCS 70 87J.37 OUT 867.07 IN 867.07 P4 171.1' 24 "BCCMP 0.94 ~ SWC8 7E 877.28 OUT 888.88 IN 869.1J P6 192. l' 18"BcCMP 4.47 * SWC8 7F 88J.~6 OUT 877.72' SWCB 7E 877.28 OUT 868.68 P8 128.2' lB"BCCMP J.2$ ,. WI 'SA 88J.69 OUT 873.29 HW '2A 867.6~ OUT 8~.16 P7 20.0' 1S-CMP ',72 ~ J8 128 878.19 OUT 866.49 IN 888.89 P8 83.3' 18.CMP J.6J J( DWeS 12C 876.22 OUT 869.72 IN 869.72 P9 30.8' 18"CMP 0.J.l ~ OWCS 120 87~. 11 OUT 869.82 HW '34 866..1' OUT 860.JI PIa '03.8' 6O"CAlP '.~9 ~ HW 138 887.98 OUT 88-'.98 UNE/CURVE DATA TABLE " I.ME CHORO B:ORIHQ CHORO ARC PADIU$ 1 NJI '28'56-'" 26. 1" 27.47' 26.00' 2 N.u'20.28.... ~4.29' 55.28' 815.00' J Nlr~f.J2,. J7.83' 38. '6' 85.00' <il NOO'OO'OO"E 69.00' ~ N45.00'OO~ 35.J6' 39.27' 26.00' ... ~ N9UOO'OO'" 39. 18' I N6VJ6'~7~ 10.00' , , 8 N9tYOO'OO"M , 7.02' ~.~- 9 N8~JO'1 ,,. 71.78' 71.97' 27'.00' 10 N6r48'28~ 66.92' 69.10' 27~.OO' 11 N!J~57'20'" 83.73' 63.87' 21~.OO' '2 N4UJ8'3~ 83.7 J' 83.87' 275.00' IJ N2722'O.,,. 83.45' 63.80' 213.00' ,. NtJO' !J6'.f8"V. 32,27' JlJ.08' 26.00' U 578"1 '02'" 19.20' 1~ S6tYJ6'Ja'" 64.80' 85.46' 200.00' 1; S~"'22'15~ 87. , 9' 16 S '..08'52"~ 109.99' 11 ,. 12' 22~.OO' 19 $IT'" '"- t 10.87' f 11.81' 22~.OO" 20 S7fY49'J9" 109.JI' 110.42' 225.00' 21 58726'35" 20.07' 20.08' 226.00' 22 NSO-OO'OO" 52.98' 2J N9UOO'OO't M.OO' 24 N9fYOO'OO"E 6l1"OO' > 26 N9lfOO'(JO"E 66.00' 28 N9lYOO'OO~ 70.00' 109.98' 35.00' 27 NOO'OO'OO"E 69.00' 28 N46'OO'OO"Ji .18,36' 39.27' 2~.OO' 29 N9UOO'f/OJI . 20.00' JO 546'00'00" 35.36' 39.27' 26.00' J1 500'00'00'" 69.00' THE FIELD DATA UPON WHICH THIS PLAT IS ~~. ,HAS A CLOSURE PRECISION OF 'ONE fOOT IN ltiL_ FEET AND AN ANGUlAR ERROR OF _ . 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 rOOT IN 17~~ FEET. TOPCON GTS-J 1 J USED FOR ANGULAR AND UNf'AR MfASURfMENTS. JOB No. G201066.04AOO-1726 ". I ~ ~ ~ 11~~8i~ I . WI~:~ I~ t ~ I ~ a I' -/ I en a (i) ~ O! ~ ~ i tJ) .~ w ::) i!: w o~~~ j . l-i~la~ 2~~~1II ~i= (Il ~~III j!:f::<ii~~ ~~ .~ 111 ~ I-~ i~ :s 9j !DI '~ ~.. =- - .) WETlAND - _ o~. N/F ~ ~ ~I"~~~wa ~f .. -- - ~ . . =- "~~fi; =: -'- ~ NOO'46'~0"W =~ ~ ;~--If~ N:J8<JB'5'''f: C-J::::' ~.. -_.. _ A-J5.08' R-25.00' COMMON N66"J:;;~ n C='06.oo' N78'51'02"f: AREA A-106.81' R-250.00' 19.20' HW '2A ~ '\~ OWCS '2C HW'JA J8 12~-.)~ ~~ N54'22'15"E~~\\ ~ 45.45' \\ I I I I I N/F JOHN.....,., 1<<ME8 MfIJ_wc. / (FIIIt,IM_ ZONED: Gff.4 / \Q~ / ~ .."Q ~.t: / N9cr00'oo"f:'" JB' - - - '@:'Y 62.J8 65.00 68 00 /' 1<01 n- - - - - '- --- ---........ ---dl' ~ ~ a.1 rr - - 20'8L ~ ~ ~II ~I > o:D.rAc ~. C~4 ~I. II ill ill ~a Sg4J SF ~ ~ . D I. , 8 ; C ~J~ ~ 8 ~5~ 8 O. ~. ~b ~ OJ O. f 8M AC t I '. . 4 .~ CO ~, "t 0 I':Ib,.. I):: 8'24 SF 1~1, ~I.. ~'JlJ'stC ~. ~ 0.'7: 1 AC ~ ,g 'Q.ts AC -'~ OWC8 70 ~ l;I , ~ I: ~ ' 7800 SF ~ BUt SF "" - ':::::::. -.Q{.I-l am I ! CD '(ljJj) am " A...~ .... <() ~ SWCB 7E il.' ~~....e-4.. - - I - - - 'S'BL q;h' -I;::i;;::,- -22---1 ' - - , .~ !. ........' '.f. " $WeB 7F ..----4 - ~ .".. CITY GREENBELT AREA PE7VfflON PONO (CITY AlAlNTAlNEO) JOHNN/F AND~/NC. (RJTIJRE~ 100 YR POND ELEV 868.57 20' ACCESS ESMT. ............ ------ .......... ......-, Hw6=A DC VARIES HW 1-A GOJJtIr HW.. "\ ~-~- ~) I ,1 I . II / / II ,0 tJAI I!~/ "'/"'1'4 /l~ / II / 11/ II , COMMON ARIA o.aJ$ AC '27&7 SF 1811.. . N9 I'C)IJ I !4.l,~. .,a. ~ R~_ TO Rtllk OF DRM~' 't/W) . I I I t I I I I I : t II II II II n ~--..... f -69 " '...._-~ . . . , . <II: . '.'i;s~..I';' G.EORGJA.fAYETIE COUNT1 rtf FiI~RocoMiJd ill is , . zf ,"~ of ,l~aL_ ~it Book ,,_ ~ _, Page. L ~_..- ~~~Il " --C.__~~Ctm THIS FINAL SUBDiVISION PLAT IS FOR THE fXeI1.USNE USE OF THE OWNERJ DEVELOPER SHOWN HEREON: ANY USE BY THlRO PARTIES JS AT THEJR ,OWN RISK. JOB No. 1086.04A.OO-1725 "''''':9 ~~, 'I eJ- \ .. a... b '"' ~ S ! ~ I ~ . i " I ' ~ a ~ ~ I'~ ~. Q: ~ ... ( ~ t ;' It1 ! "i 2: . .... :~ ~ ;'. '. !IJ'~.. :.I~m..' II '~ . ,a a., ~ ..~. .~ ' ~ . , 'J~I:I' ~ :1tr;1.., , ~,~ ".~~...~. ;1..1........... ' , ~JI.' .; C - ~'..1Jlr.t.'."." ,I...... ; :. '.!,A.SJ:. . :