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The Peninsula [--- ,t -_ ~ FLOOD MAP (NTS) CERTIFICATE OF DEDICATION. STA TE OF GEORGIA COUNTY OF fAymE THE OWNER Of TfiE LAND SHOWN ON TfilS PLAT ACKNOWLEDGES TlIAT THIS PLAT WAS MADE FROM AN ACTUAL SUR~ AND FOR niE VAlUE RECEIVED, TfiE SUFfICIENCY or WlflClf IS HEREBY ACKNOWLEDGED, DOES HEREBY COfMY IN FEE SIMPLE TO (liE CITY OF PEACHTREE CITY, GEORGIA AND FUR Tl1ER DEDICA rES TO TliE USE or TfiE PUBLiC FOREYER ALL STREETS IWD RIGIfTS-OF -WAY, ALLEYS, GW?T PAT/iS, WATERCOURSES, DRAINS, EASEMENTS, GREENBEL TS AND PUBLIC PLACES SIKJWN HEREON, EXCEPT TIIOSE EASEMENTS DESIGNATED ON THIS PLAT AS OTHER UTlLl7Y COMPANY EASEMENTS /WD EXCEPT THOSE STREETS SPfCIFlCALLY DESIGNATED ON THIS PLAT AS' PRIYATE STREETS'. IN CONSIDERA TJON OF TlfE APPROVAL OF TfIIS FINAL PLA T AND 0 THER VALUABLE CONSIDERATlONS, TIfE OWNERS DO HEREBY AGREE TO IIOLD TlfE CfTY OF PEAC!fTREE CITY, GEORGIA IIARA/LESS FOR A FIVE-YEAR PERIOD FROM MY IWD ALL MONETARY UABIUT!ES WlflClf I~~Y ARISE FROM ANY AND AlL CLAWS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF TIff DESKJN AND CONSTRUCTION or PUBLIC iMPROVEMENTS OF niE PROPERTY SHOWN !fERElN, TO INCLUDE BUT NOT LIMITED TO, TlfE ROADS, STREETS, FILLS, EMBANKMENTS, DITcnES, CROSS DRAINS, CUL VERTS AND BRIDGES wrnflN TIfE PROPOSED RIGHT-OF-WAY SJiOWN, RESULTING FROM ANY AND ALL CAUSES OTHER TliAN BY AN ,4CT OF TfiE CUY OF PEACHTREE CITY, GEO/1G/A. AND FURTHER, THE OWNER WARRANTS TlfAT fiE OWNS FEE SIMPLE TITLE TO TlfE PROPERTY SHOWN HEREON AND AGREES TIIAT rflE cay OF PEACHTREE crTY SlfALL NOT BE LIABLE TO THE UNDERSIGNED O/? SUBSEQUENT OWNERS IN TITLE FOR A PERIOD OF FM YEARS FOR ANY CLAIM OF DAMAGES RESUL nNG FROM NEGliGENCE IN EXERCISING ENGINEERIIlG TECHNIQUES IWD DUE CAurlCN IN TlfE CONSTRUCTION OF CROSS DWNS EXTENSION, DRNES, STRUCTURES OR BUlLDIM;S~ TlfE CIWlGING OF COURSES OF STREAMS IWD RIVERS, FLOODING FROM NA!URAL CREEKS AND RMRS AND ANY OTHER MATTER WHATSOEVER ON PRNA TE PROPERlY. ANY AND ALL MONETMY LIABILITY OCCURRING UNDER TWS PARAGRnfl SIJALL BE THE LIABiliTY OF TlIE OWNER. I FURTlfER WARRANT TffA T I HAVE TlfE RIGHT TO CONVEY SAID LA~D ACCORDING TO n1lS PLAT AND DO ffEREOY BIND ,IJ'rSELF AND "IE OWNERS SUBSE~UENT IN TITLE TO DEfEND TfiE COVENANTS AND AGREEMENTS' SET our. IN WfTNESS WHEREOF, I f~VE HEREUNTO SET BY !JAND AND AfFIXED ,~f( SEAL TlflS __~L_ DAY OF _~~<..)<:~~~J ~ ~~..~c~~ ~...~ '- . - ... ~u . " l~tjl~.t~J~~ . .. .yj........:.~~~ NOTAR'y PUBtP'1C;~ l...,.,..ft. ~~1 'WT.l ~ ~ ....... STATE OF GEORGIA 'I, ~ TlfE CONVE.YANCE Of DEDICATIONS SHOWN ON PEACHTREE crlY, GEORGIA. TS -Of - WA Y AND PUBLIC REBY ACCEPTED BY TNE CITY OF _ 1 DAY or t2cJa~~r__1 ~o q.o niE C!;Y OF P~CifTEE ~ORG/A BY.- __~~__.:.____~_ ,~~YOR ATTEST.' __~n Ol'~~ -'C,TY CLERi NOTARY PUBliC (0 RD. NO. 4.J4, 6-4-1987; ORD. NO. 514, 8-2-1(90) RECORDED: J;;y.l~f2~~~2L_1 2000. . ;/(L PLAT BOOK. ___1_________ ~~E(~: _____1___________ FrWETTE COUNfr, GEO,'?G~~ ./U't/ g#r/O/c7 f!fLvt-J THIS FINAL SUBDIVISION PLA T IS rOR THE EXCLUSIVE USE OF THE OWNER/DEVELOPER SHOWN HEREON; ANY USE BY TH/RO PARTIES is AT TfiEIR OWN RISK. F1INJ1L ~S1 U.BDIVISJOJV P Lill' F'O-tq Ill-IE PE'NINSIULl-l LAf\JD LOTS '10"1, 102, 123 & 124 - 7th OISTF<ICT CITY or PEACHTREE CITY FA YffiE COUNTY, GEORGIA .E'JV C IJV.E'E'R / 51 U I~ V E YO I~ ROCf-tESTER & ASSOCIATES, INC. L~25 OAK STRE~r, N. W. GAINESVILLE, GEORGIA 30501 ATLANTA: (40L~) 252-'13.34 GAINESVILLE: (770) 7'18-0600 FAYETTEVILLE: (770) 716-8'123 [~JGIN[[R: IJOf-If\/ A. BONANNO, P.E. SlJRVE'(OR: ~fARf< A. BlJCJ<NER, R.L.S. o PVJV E'J~ // D Et ~lE1L 0 P E1J~ PATf-IvVAY COtvfMUNIT/[S P. O. BOX 2007 200 vVESTPARJ< DRIVE , .5lJITE 300 PEACf-ITRE[ CITY, GEORGIA \30269 ~AS. LEIGf-{ ANf\/E WADDELL (770) 487-8585 FINAL PLAT APPROVAL. TlflS PLAT COMPLIES WrTH TfiE ZONING REGULATIONS, TfiE WID DEVELOPMENT ORDIN>>ICE AND ALL OTHER REGULA noNS GOVERNING nlE LAND DEVELOPMENT FOR THE CITY OF PEACHTREE CfTY. ~:~l~:::~ ~~~{fo~ CrlY W/NE t- DA TE /g_~k7..~~ v DATE -~_:~] ~ DATE ~(AINTENANCE GUA/?,4NTEE. TlfE UNDERSIGNED, ITS SUCCESSORS AND ASS/GNS, HEREBY WARRANTS AND GUARANTEES TO TIiE CrTY OF PEACH TREE CITY TIfE FULL AND COMPLDE i~WNTENANCE Of A CERTAIN IMPROVEMENT KNOWN AS TlfE PENINSULA AND UORE PN?TlCULARLY SflOWN IN PLAT BOOK ______, PAGE(S) ______J OF TIfE FAYE.TTE COUNTY RECORDS. FINAL SURVEYOR'S CERTlFlCA TE. IT IS HEREBY CERTIFIED TffAT TlOS PLAT IS TRUE IWD CORRECT IWD WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE BY ME OR UNDER Aft SUPERVISION; TflAT ALL MONUMENTS SHOWN !fEREON ACTVALL Y EXI5T OR ARE MARKED AS "FUTURE. AND TffEIR LOCATION, SIZE, TYPE AND MATERIAL ARE CORRECTLY SlfOWN. rffls PiAT CONFORM5 TO ALL REQUIRE- Mons OF TilE (,'EORGIA PLAT ~ BY _~~{i-i~-=-------- ~ Tlf/.S WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE wrr!1 THE PEACHTREE CfTY LAND DEVELOPMENT ORDINANCE. T!l1S GUARANTEE INCLUDES NOT ONLY PAVING BUT ALSO ALL OTlfER APPURTENANT STRUCTURES IWD AMENITIES LYING IYfTlflN TlfE RIGffT -OF - WA Y OF SAID ROAD AND IN TUE GREENBEL T, INCLUDING BUT NOT L1MrrED TO ALL CURBIMJ, DRAINAGE PIPES, CUL VERTS, (:4 Telf BASINS, DRAJNAGf DffCIfES, BIKE PA TlIS, CARr PAThS AND PEDESTRIAN PATUS. UTILITIES OIVNED AND OPERA TED BY A GOVERNMENTAL BODY OR PUBLC UTlLfTY COMPANY SHALL BE TlfE RESPONSIBIL!TY OF SAID GOVERNMENTAL BODY OR PUBLIC UTlLfTY COMPANY AND NO T T1fE DEVELOPER. TlfE DMLOPER SHALL CORREC T IWD REPAIR OR CAUSE TO BE CORRECTED AND REPAiRED ALL DAHAGES TO SAID IMPROVEMENTS RESUL TlW FROM ANY CAUSE WHATSOEVER. IN TfiE EYENT TIlE DEVELOPER f,VLS TO CORRECT ANY DAMAGES WfTHIN 30 DAYS AFTER WRITTEN NOTICE THEREOF, T!fEN SAID DAMAGES H~Y BE CORRECTED BY Tiff CITY AND AlL COSTS AND CIW?GES BlUED TO AND PAiD BY TlfE DEVELOPER; BUT TfliS REMEDY Sf/ALL NOT LlAlff TliE crTY, AND IT SHALL ALSO ffAVE AJt( REMEDIES AVAiLABLE TO IT AS' APPROVED BY LAW TilE TERMS OF THIS AGREEMENT SHALL BE FOR A PERIOD or 7no YfARS BEGINNING ON TflE DATE OF WRITTEN ACCEPTMCE OF SAID COMPLETED IMPROVEMENTS BY TIfE crTY AS' EYIDENCED BY THE f/~I,~L PLAT APPROVAL OF SAID CO.UPLfTED IMPROVEMENTS, AFTER TlfE TERMINATiON OF SAID Tl~O- YfAR PERIOD TflE CfTY SHALL BE RESPONSIBLE TO TIfE CITIZENS OF PEACHTREE cny FOR THE ,~WNTE~E OFSlVD IMPROVEMENTS AS' PROVIDED BY LAW: MJ ROADWAY AND ASSOCIATED RlGffT-OF-WAY SHALL BE ACCEPTED BY TIfE CITY FOR I~WNTENANCE UNLESS IT SCORES .90 OR ABOVE ON THE CITY'S AS'PHAL T PAVEMENT RA TlNG FORU PROVIDED, I-IOWEYfR, ANt DAMAGES WHICH OCCURRED PRIOR TO TlfE END OF SAID TWO- YEAR PERIOD AND WIf/C!f STILL ARE UNREPAIRED AT TflE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILrTY OF TFlE DEVELOPER (WRITTEN NOTICE OF SA/D DAMAGES MUST BE GIVEN PRIOR TO THE nAlE TlfE mO-YfAR PERIOD ENDS). IN WITNESS WHEREOF, TflE DMLOPER ffA5 CAU.SED TfllS AGREEMENT TO BE EXECUTED BY rTS DUL Y AUTfIORIZED OfFICERS TillS _-z..,L DAY OF ~K:~~~~ _ -l..gx../_. < ~ rYJ BY:__~~~_~~L T(TLE.' _______ REGiSTERED 2422 GEORGIA LAND SURVEYOR No._______ DATE: _J!?l~7.L~--- DEVELOPMENT ACREAGE SUMfVIARY TOTAL DEVELOPED LOT ACF<EAGE TOTAL DEDICATED R/W ACF<EAGE CITY GREENBEL-r ACREAGE I-fOA RECREA TIO'" AREA ACREAGE I-/OA ACREAGE TOTAL PROJECT ACREAGE 40.18.1 ACRES 5.823 ACRES 6.184 ACRES 2.655 ACRES 2.239 ACRES 57.083 ACRES 1750342 SF 253633 SF 26938.3 SF 115636 SF 97535 SF 2486529 SF JOB lVO. [?19814tJ.OOtl-2514 _ L.. &___&_.~J...___ 0...,... """ ...1, c' <} 'J. 'J f~ L 0 ~ !l. ~ I) iI1 Vl Uj () z 0 Vl > W ~ Uj f- -( 0 0 z 1--- () (~ 1- r~1 (/) ..~ Q 0 ~~~l c ~ w ~ f',. q4 <( ~~ I ~ (3 ~ CI) -- 0:: "to () () ~ ~ C"~ 14j ItJ ...... II.J () 0 .1 ~r-: - ~ 1........1 ~1: ~ V) ~ ~'1 ~(j:2 ~ 1 ,,~ ~ ::) ~ ~1:.1 ....- a c.) ~Q-() r~ ~ 8 ~ ljj ~ ~ ~ l/) ...: ~ ~- ~ rJ:.1 o G j( ~t1 .._ A- I- 4 ~ .... -1 ~ ~1 E~ rl:4 a -.J c...) :.::: ~~ ~It) 88~~~ .......... 0 lJ.. :) .-i- (I) I""l, ><t ..........~..- ,n 'J) (.]I Lt... e ,.. ~ ). a1 0.. 0 u Z ~ Z w..J > f-<({.Q<(w <(()O(}:~ O(J1~OIL. LINE / CURVE DA-rA I LINE/CURVE _I--~EARING CHORD 1 555'49'51 "E 41.09' 2 S48'52'50"E 61. 72' .3 S6Z'39'Z5"E 65.59' 4 S21'44'40IlE 62.2.3' 5 S6S01 '36'\\1 77.79' 6 N66'58'24'"\N 74.27' ., N6<Y22'54"W 74.62' ~I 8 N50'!58'49"W 31.86' 9 N48" 10' 14 "'N 14.4 7' 10 N4o-17'J8"W 121.96' 11 N25'15' 13"W 110.99' _ 12 N18'05'24~ 21.14' I 1 J NZ0'56'20"W 27.34' I 1 4 NJ4'29'35~ 102.16' E 15 N45'11'52~ 17.24' 16 N45'11 '52~ ~4.98' , 17 N04'OZ'24'\" 23.69' ! 18 N2722'20"E 99.88' r 19 N0754'54"E 99.52' . 20 N11'JO'26~ 99.52' 21 NJO'S5' 47~ 99.52' 22 N42'55'10-W 23.48' 23 N46'42"7~~-'4.46' 24 N56'1 0'09~ 76.14' 25 N20'53' 16"Vw 24.66' 26 529'33',39"E 26.21' 1---- 27 S 1 7'09'24-"w 4.01' 28 S60'26'21 "w 24.68' 29 N76'16' 42"W 71.89' .30 NJ1'16'42"W 25.46' 31 N1S43'18"E 4.00' J2 N58' 4.3'18"E 25.46' .33 S76'16' 42ltE 72.1..3' 34 540'48'43"[ .37.47' 35 516'17'41"E 168.64' .36 S24" 19'09"W 1 71.46' .37 S89' 48'Oi'W 25.46' 38 N403'03'55''W .31.63' 39 NJ2' ..30'24 "'N 124.55' 40 N15'39'18~ 124.55' 41 N01'11 '48"E 1 24.55' --~2 ~~, "'10t'9~E ,30.40'- I 43 N5tf 43' 1 8"[ 25.46' ~~ ."'. .. S60' 44' 17"E 1 20.58' ~5 S45'11'5JltE 11.59' 46 S44'48'08"W .3"7.26' f 47 N24'06'59~ 63.33' L 48 S 1 1'01 '42"W 44.64' ARC RADIUS 1 LINE/CURVE 41.10' ~9.54'1 ~- 49 50 65.61' 900.50;1 51 1 52 1 53 J i 54 325.00') 55 .325.00' i 56 I 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 7:3 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 9.3 94 9~ 96 - ~~-~ r-- r t f LEGEND.. ACS ,A, E .1, IF AKA BC 8FE GL 8WF C,~G T - ! J l It '=LF eMF c,~p CNS CONe CORPS - 0B. PG - JE J1 JIP J,~CB ESMT EP rH -G- GP GV ,3W ~"C HW HWF 1 E lPF IPS IPS J8 LL Ll_L 74.78' 31.88' 122..35' 111.28' 27.35' 102.76' 25.86' -, 00.36' 100.00' 100.00' , 00.00' 23.46' 14.46' 76.39' 27.17' 29.35' 27.20' 28.27' 28.27' 37.51 ' , 72.16' 1 7!5. 1 7' 28.27' 31.6,f 125.00' 125.00' 125.00' .30.10' 28.27' 122.05' 445.00~1; 445.00' 275.00'1 275.00' ~ ~ 18.00,j 295.00'1 295.00'1 295.00' 1 295.00' 295.00' ! 275.00'1 275.001111 18.00' 18.00' 18.00'\ 1 18.00'1 , , 18.00'1 245.00'1 245.00'1 245.00'1 18.00,1 425.00,1 425.00'1 425.00' 1 425.00'1 425.00'1 1 8.0(Y: 225.00' \ 1 H.66.[ 475.od - ACRES ACCESS EASEMENT ANGLE IRON FOUND ALSO KNOWN AS BACI< OF CURB BASE FLOOD ELEVATION BUILDING SETBACK LINE BARBED WIRE FENCE CURB ,3t GUTTER CRIMP TOP PIPE CIJRB INl.ET CENTER LINE CHAIN LINK FENCE CONCRETE MONUMEN~ rOUND CORRUGATED METAL PIPE CONCRETE NAIL SE~ CONCr~E TE US ARMY CCRPS OF ENGINEERS DEED BOOK, PAGE DRAINAGE EASEMENT DROP INLET DUCTILE IRON PIPE DOUBLE-WING CATCH BASIN EASEMENT EDGE OF PAVEMENT FIRE HYDRMH GAS LINE GUY POLE GAS VALVE GUY WIRE HANDICAP PARKING SPACE HEAD'NALL HOG '.'II RE FENCE INVERT ELEVATIO~J IRON PIN FOUND IRON PIN SET (1/2" ~/B) DENOTED 8Y~ .AT LOT CORNERS JUNCTION BOX LAND LOr LAND LOT LINE LINE / CURVE DA-rA PIPE CHART PIPE CHART 18.00' STRUC. NO. LENGTH TOP INVERT % GRADE STRUC. NO. LENGTH TOP I NVE R T % GRADE HW 1 OA 843.27 1. 1 8% j C8 140 878.55 871. 00 P-l 22.0 ..30"CMP P-18 30.5 :SO.CMP 2.52% J8 108 847.28 843.53 --j CB 14E 878.67 871 .77 P-2 1 13.2 .30"CMP - ~ 187.7 18"CMP 0.87% 1 P-19 2.26% C8 10C 854. 1 2 OUT 844.52 j CB 14F 88" 92 876.02 IN 845.47 P-3 31.4 30.C~AP 1 .05~ ~ C8 14E 878.67 872.67 CB 100 -, 854.10 OUT 845.80 i P-20 241.0 18"CMP 2.23% .. IN 846.70 ~ C8 15A 884.91 878.04 P-4 152.4 18"eMP 3.54% j ca 10E 858.70 852.09 I J8 14C 859.51 851.42 P-21 49.7 18"CMP 0.74% CB 100 854.10 846.70 ~ FES .3 851. 79 P-5 1~8ltC~P 6.86% j WI 1 1A 853.79 847.79 ~iW 1 6A 857.62 1 )O"C~P -- 1 P-22 19.8 1.62% . CB 10C 854.12 845.47 J8 168 865.19 857.94- P-6 171.9 18"O.4P 2.80% i P-23 128.2 )O"C~P 7.54% CB 12A 85 -, .04- 850.29 ,JB 16C 879.06 867.61 P-7 35.4 18 "CMP 0..31% P-24 42.6 30ltC~tP i.46% ca 128 - 1 857.80 850.40 I C8 160 878.03 868,23 i P-25 104.8 30ltCMP 0.75% . J8 108 847.28 843.17 C8 16E 876.22 OUT 869.02 P-8 30.1 18"CMP 0.20% IN 870.02 FES 1 843.23 P-26 120.) 18 "OAP 1,30% J8 16F 879.73 671.58 I HW 13A 848.4 7 P-27 190.4- 18"C~P 8.20% ~ P-9 21.8 30"C~P 1 .70% C8 16G 892.95 887.20 J8 138 854.19 848.84 P-28 .38.7 18"C~~P 1 .0.3% 1 I ~ P-10 , 26.5 30"CMP 7.55% CB 16H 894.50 887.60 I I I I . C8 13C 864.84 858.39 j P-11 .31.1 .30"C~AP 1 ..32% : CB 16E 876.22 869.92 C8 13D 865.05 1 858.80 P-29 .31.3 18"C~~P , 1.21 % P-12 256.8 24-CMP - .3.77~ ; CO 17A 876.00 870.30 CB 1JE 875.68 868.48 1 P-13 254.6 18-CMP . .;8 160 865.19 -- 8.94% 857.19 -- . 1 8ttC~P C8 13F 897..33 891. 23 P-JO 52.1 I 0.48% FES 4 - . 857.44 JB 138 1 854. 19 848. 1 9 P-14 30.4 1 8"C~AP 0.49% 1 HW 18A 886.75 FES 2 1 22.2 18"CMP 848.34 P-31 2.12% ,j8 188 874.07 867.22 . 18"CMP HW 1 4A 848.00 , P-.32 85.4- 22.70% P-15 21.5 JO"CMP 0.51% i J8 18C 892.96 ~ J8 148 856.91 848.11 ! P-3.3 I 1 17.7 1 8"C~P 1 0.92% P-16 23.5 .30"CMP 1 6..38~ CB 180 W2.1 905.56 899.46 JB 14C 859.51 851.96 P-34 18"CMP 1.74% P-17 1 29.4 30"C~AP , CB 18E 14.71 % I 905.42 900.02 I , ARC RADIUS 110.00' 475.00' 110.00' 475.00' 110.00' 475.00' 1 1 0.00' 475.00' 3.81' 475.00' 26.70' 17.00' t----- BEARING CHORD S01'42'03"W 109.75' S1 1'34'04"E 109~75' 52+'50'10*'E 109.75' S38'06'17"E 109.75' 544'58'06"E 3.81' N89' 4a'Oa"E 24.04' N4S'11 '52"W 60.00' N89'48'08"E 25.16' S45' 1 1T52"E 42.0QT S45'11'52"E 17.4" S31'38'J8"E 105.46' 106.45' --- >------ 518'05'24"E 35.17' 519'49'09"E 29.87' 29.88' 52754'52"E 1 09.77' 110.00' 541'1.,S'.32"E 119.71; 120.00' 550'43'17"E J.3..38' -- 33.39' 560'07'22"E 89,46' 89.68' N68'O 1'36"E 6 1 .52' 566'58'24"E f--.-30.55' S79.08'2P"E 50.64' 562'05' 42"E 144.49' 564'58'52"E --52.5.3' 555'00' 40"E 209.7 l' 566'58'24"E 71.05' 547'02'01 OlE 64.87' N76'::50' 48"W 1 4.18' N29'!56' 49 lOW 8.08' N1 S41 '08"E .33.59' N 1 S 4 1 ' 08"E 43.65 I 5J8'.31'58"E 45.40' 3J8'.31 '56"E 34.92' 519'57'30"E 89.72' 89.81' S33'45'34"E 190.88' 191.73' S46'10'20"E 61.45' 61,48' S47'.37T28*'E .35..35' 35.36' 540'51'46"E 117.60' 117.76' S28'03'31"E 171.69' 172.19' 515"10'58"E 1 19.21' 1 19..381 S 1 o3'09'55"E 1 02.68' 1 02.74' S20'1.3'34"E 120.08' 120.17' 526'26'33"E 76.06' 76.08' -- S31.,7'49"E 77.15' 77.18' S.37':36'39"E 122.07' 122.1S' S45"55'22"E 14Qi1'~O.25' S52'24'18"E 64..38' 64..10' 556'48' +2"E 78.42' 78.45' SSSO,f33"E 1 29.08' 129.18' S66'58'24"E 2.3.9<1-' LP - LIGHT POLE f~FFE - MINIMUM F1NISHED ;LOOR ELEI ~AH MANHOLE MON MONUMENT ~J/r - NOW OR FORMERL Y JCS - OUTLET CONTROL STRUCTURE -p- - PO~ER LINE -P r - - POWER & rELEPHO~~E"_ I ~~E ?AV I - PAVEMENT PBX - PO~ER BOX ~ - PROPERTY LINE ~OB - POINT OF BEGINNING op - POWER POLE PTP - POWER & TELEPHONE POLE PVC - POL YV I NYLCHl_CR I DE PIPE RB - REINFORCING IRON BAR RCP - REINFORCED CONCRETE PIPE RW RIGHT OF NAY SF - SQUARE FEET -5S- - SANITARY SEWER LINE SE - SANITARY SEWER EASEMENT S~ - SIDEWAL~ SN C B - S HJ G L E - N I N G CAT C H BAS I N TBM TEMPORARY BENCHMARK TBX TELEPHONE BOX iF TRANSFORMER PAH TELEPHO~JE ~~M~HOLE iP TELEPHO~~E POLE TPOB - TRUE POINT OF BEGINNING -T- TELEPHONE LINE UGP - UNDERGROUND POWER UG T - UNDERGROUND TELEPHO~JE VCP - VITRIFIED CLAY PIPE NE - WATER EASEMENT ~I - WEIR INLET -w- - WATER LINE NM - WArER METER NV - WArER VALVE NaB - WATER QUALITY BASIN NSE WATER SURFACE ELEVATION Then I looked up - and there before me was a ,-non with 0 measuring line in his hand! And I asked, "Where are you going?" He answered to rne, "To measure Jerusalern, to find out how wide and how long it is." Zechariah 2 : 1-2 28.27' , 44.67' 52.54' 21 0.39 ' 225.00'1 495.00' 495.00' 495.00' 375.00' 375.00' 849.54' 755.52' 755.52 ' 584.4 1 ' 58~.4 1 ' 584.4 1 ' 648.7-4' 648.74' 648.74' I 648.74' 904.4.3' 904.43' 904.4.3' 904.43 ' 904.4.3' 904.4.3' 904.4.3' 949.54' 949.54' SITE I'JOTES RECORDED: i:.L!o k.eL_31_, 2000. PLA T BOOK: __J!..!I_________ PAGE(~: ____~__________ FAYETTE COUNTY, GEORGIA C--0i( /!cfZU(Z(c( ~&dj ,. TOTAL NUMBER Of LOTS == 54. 2. ZONING.' LIMITED USE RESIDENTIAL DISTRiCT NO. 4 J. BUILDING SETBACKS FRONT YARD SETBACK == 20 FEET SIDE YARD SfTBACK == 10 FEET REAR YARD SETBACK := 30 FEET !IOUSE, 20 FEET GARAGE MINIMUM BUILDING SEPARATION := 20 fEET 5. MAXIMUM BUILDING HEIGHT := J STORIES PLUS A BASEMENT 6. MINIMUM HOUSE SIZE = 2400 SF 7. MINIMUM LOr AREA := NONE, SEE CONCEPT PLAN APPROVED BY CITY COUNCIL. 8. MINIMUM LOT WIDTH := fKJNE, SEE CONCEPT PLAN APPROVED BY C/lY COUNCIL 9. IRON PIN SET (1/2- REBAR) AT ALL Lor CORNERS, UNLESS NorED 10. DISTANCES SHOWN HEREON ME HORIZONTAL. 11. N() NGS MONUMENT LOCATED WrrlflN 500 fEET Of srrE. 12. PORTIONS Of THIS PROPER7Y ARE LOCATED IN A flOOD fiAlARD AREA PER F.E.M.A FLOOD INSURANCE RATE ,H4P or PEACHTREE CITY. FAYETTE COUNTY, GEORGIA COMAlUNllY PANEL NO. 1J1113 C 0080 D, EFFECTM DATE MARCil 18, 1996. TNE 100 YEAR BASE FLOOD ELEVATION FOR WE KEDRON IS 841. O. 1.3. ELEVATION CERTIFICATES SHALL BE REQUIRED PRIOR TO 6SUANCE Of A CERTIfICATE OF OCCUPANCY. TlfE MINIMUM FfNNtSffED FLC<JR ELEVATION SHALL BE J FEET ABOVE TfiE 100 YEAR BASE FLOOD ELEVATION ADJACENT TO TilE PROPERTY. THE Cf7Y OF PEACHTREE CITY RETAINS A 20' EASEMENT (10' EACH SIDE OF AND PARALLEL TO ALL DRAINAGE PIPING) AND A 10' [)SEMlNT (5' EACH SIDE or AND PN?ALLEL TO ALL PROPERlY LiNES) FOR T!iE PURPOSE OF INGRESS, EGRESS AND REPAiR or DRAINAGE STRUCTURES OR TO MAINTAiN POSITIVE DRAiNAGE. THIS PROPERlY IS SUBJECT TO THE DECLARATION or COVENANTS, CONDITiONS AND l?ESTRICOONS FOR TfiE PENINSULA RECORDED IN DEED BOOK ,~ PAGE _' fAYETTE COUNTY, GEORGIA. SUPERIOR COURT RECORD f?OOM. 14. 15. niE F'/ELD DATA UPON WHICH n-1Is PL4T IS CENTERLINE CURVE DATA BASED fiAS A CLOSURE PRECISION Of ONE fOOT IN _JC1~lL fEET AND AN ANGULAR ERROR OF CURVE ARC RADIUS DELTA TANGENT DEGREE OF CUI~VE BEARING CHORD _JJ2_ SECONDS PER ANGLE AND WAS ADJUSTED C1 1 1 4.86' .350.00' 18"48' 1 0" 57.95' 1022'13" N5"r.34' 19'" 1 14.35' USING THE COMPASS RULE. C2 246.75' 470,00' .30'04'50" 126.29' 12' 1 l' 26" NJS07.49" 243.9.3' THIS PLAT HAS BEEN CALCIJ[A TED FOR CLOSURE C3 118.28' 250.00' 2706'29 60.27' 22'55'06" N31'.38'38" 117.18' AND is fOUND TO BE ACCURATE WITHIN ONE fOOT IN ~.J.~~~~ FEET C4 424. 12' 270.00' 90'00'00. 270.001 21'13'14" N00'1 1 '52" -.381.84' roPCON GTS-J 1 J USED F'OR ANGULAR AND C5 135.61' 250.00' .31'04'50. 69.52' 22'55'06" N60'44'17- 1.33.96' LiNEAR MEASUREMENTS. C6 70. 12' 43.00' 93'26'06" 45.66' 1.3S 14' 46" N29' 33'39" 62.61 ' C7 67.54' 43.0<1 90'00'00" 4,3.00' 1.3S14'46- S58'43'18- 60.811 THIS fiNAL SUBDIVISION PiA T is FOR THE EXCLUSIVE C8 462.75' 450.00' 58'55' 1 0" 254.18' 12- 43'57" S1S'44'17"E 442.63' USE OF THE OWNER/DEVELOPER SHOWN HEREON: C9 67.54' 43.00' 90'00'00. 43.00' 1303'14'46- N89' 4-8'08"E 60.81' ANY USE BY rtflRD PARriES IS AT THEIR OWN RISK. {)() n()f ,....,t1\1~ (1/" fl,1('..j~"t h/"lll"(~('nl ofr.nJ3 QJ3t 1/1"1 hv I/rtl'I' Frtl'of"lhoro Or,.,l/ol'ho ???R z 0 i= Il ~ I.) VI (I) w 0 Z 0 (/) > w CI:: w ... -( a 0 z ~- 1-- o ~ (..I) r~ ~ a ~ ~l ~~ ;.::; n:U) ~ ~-=> ~ r<'1 ~ l-..-~ CI) ..""> ~ .<....1 ~ r~l ~~ V') ~~~ ~~l ~ b:~ ~ht5 --J c .~ ~ I~~ -- (I: "'#' 0 0 N liJ I.lJ ~- lu C!) ~ ~ '.- ).: J: h ~O~ (\ ~ :'( .::) 'f'- lJ.J 0 ll..() ~ ~~~ . ~ ~ o G t< ~ '- ~ ..~ l(j ::\1 I ~ C a Q ~ ~j~ ~ ~ Q::) ~ ~ r:.t~ ~lt) 888~~ ...........-. I^ "-K~ .n 1'). ~ ............-..- .(Jj (1) '~'l u.. o fc::;;r ,c:-_. ~C\I ~ >= . ill . 9 :L ~ wZ., w.J > ... .( ill .( w.J ,(00"- OV1..,OtA. CQ C ~ S66"58'24"E 211 .81 o )) c; z. o ~ 1 A=262.9,3' R=755.52' S5700TIlIE CH::::261.61 ' NOTE: BEARINGS ARE BASED ON THE "GEORGIA COORDINA TE ! SYSTEM or II 1985 - l WEST ZONE."! S42"57'59"W 80.00 GRAPHIC SCALE --~~- ~O' 100' 1 200' r 0' r----- ~ ~---/ ~ ~ ~ .~ ' n~' "v~ t:o ~ ---' ~ <0 ~. 4~~/ Vj ~ -~ ~ ,- ...-------/ ------- \. 12~ -~ , ......~v.91'.---_ N l.s' 71'2 !lI!I~.~ ',JO--' ,--- . - . -- --J ,J '\~ 1 5 ."'~ 2 - /" . 7.5J' J~~'1I;,~ 150.67' ~ ----/ N16'JO'~"""~_ - , "8 "tv 1" .'~ 7 6_~8,5' /" /~ /--_./ ./ I g>I'~.~' ,~ ~~ .()t10 I r- ;T\ t.- t.- \ 6 ~ ~'\~' - ~ /~ ,~ ,~ Mf{ :--~ \\\ '~~ \ \ ~ ~,,~ ~~ '\;\ \\b~ \\~~ \\~ \~~ \~ \\ ~ ~ ~ ~ ~~ ~ ";) ~// EXrSTlNGU 1 MH ~ ----..-/ /...----J '7'J . ' ~~'~"~4 c'7~ ~~ 0' ,-::::> !jo.A ,---' ...----J /_ .----.--/' ------" 01/(f- c kE:iJ ~. ~v lONI:.~D ~OlV ',),f. ~.~ Os.~ !3.F'.i: 835 6 ,-~ 8'1 j r----- . ------' _, ./ _~_J RECORDED. ()~fu;.tJ:3._1_, 2000. PLAT IJOOK: ___J~L__ PAGE(5): ____J_-====~_== FAYETTE COUNrr;GEORGIA. L V<.J:1,c,Ac~~~Cllr:/ (!J!t&<..J / THIS PLAr IS Nor VALID UNLESS IT BEARS HiE ORIGINAL SIGNA rURE OF THE REGISrr<.ANr ACROSS THE REGISTRANT'S SEAL. THIS FINAL SUBDIVISION PLA r IS FO({ THE EXCLUSIVE USE OF THE OWNER/DEVELOPER SHOWN HEREON; ANY USE BY THIRD PARTIES IS AT THEIR OWN RISK. JOB lV 01 F'198.l i1-Ll. 004 251 i1- -'~'ktA~,,'~\~~~:Yt:'~_~:"~S_<<<!t/ ajt~,:t~tt ;t:~x;-'~ ~~J&11C:J~~'!I,;;~1\t~'ttW,ii'1} \~"'4:.fi!fe~~";- e'-c?r';'IJ)t~:"t:JlL-:>~ ',~:':;ti". < !,':7;~,'-n~; ,. 8.~'" Do not (nove an ancient boundary stone, set up by your forefathers. Proverbs 22:28. ~- o f2 ,.- V) r~i~C ~~ :.~ ~ 01 V) ~h:> O~ ~ ~> ~~ ~ kl ~~ ...:) V} ~ ~~ I~ ~ ~ t-.l"'; ~ r~'1 ~ 0 ...J ~1O 1M L o ~ :1- fi u ~ V1 o Z o Vi > W It ''''' I- ~ a o -z c ...... ,..... I(:~ -- ~ "to <J 0 "4 IJ.J I tJ ..- LLJ (!) Q: ~~i:~ ~<)~ ~~::) t- III a flu ,,; I 2<5~ ~ ~ ~~ ~<3Lt C') '2 ~5 g" ;t~:5 .........~:5lJ...:) ;;;.1 i ~ ~-- ;; '71 ~ ~ . III . o 0 z z z w:1 ~ ,....(lD-(W <(OO"'~ Q(,1..,Oll. ,---J ,---J ,---J -----'" ,~ ~/ -----/' ---" ~ ....J ,~ .----/ ---,,' ,r--' r--'" ~ .----/ ~' ~ J ,-----/' ---" ------/ r--'I' ~~/ ~ --------/ v Q) 4-' ...J t) t c >< -- () Q I ;:~ r, C_ ~J ~ ~tD~'\ L.L. . !<~) @L...L...." 1 01 ! -"" NOTE: BEARINGS ARE BASED ON niE "G[OF~GIA coor~OINA FE 5'(S rEM OF 1985 - WEST lONE," r.; }J 6 z o ',0 -1 :J: (2) ,5.3260 SF 0.764 ACS 18' Be/Be ~~? ....J ~ ~ / /~ ---..../ ,---J -----/ r?ECO{?DED: _Q(llIL1L~"" .J~__, 2000. P~! ~~O~ ___~~_======== ;;~:~~i CO~-;;7Yi!!OR?~ ~tl!CL{{'1 ill~J ~L/' ~ v-.' ~~ .., ... GRAPHIC .~~hL~~~ 1I1(1iin"~~'r__ J~, 200' 0' 50 VALlO UNLESS IT r~~~~' ft/l ~~~INAL SIGNA TURE OF THE REGISTRANT ACROSS THE J9EGIS TRAN r'S SEAL. ~'~ ~~ ~ PLAT IS FOR THE EXCLUSIVE THIS FINAL SUBDIVISION OPER SfWWN HEREON; USE OF rilE OWNER.;DEVE~ IS AT THEIR OWN RISK. . '.c '''=,~___ ANY USE BY nm<o PAR fiE . . . . ....... ':r-di."n-JlJif~"'ll::n'"'~~'"&i'l!I,~:t~'.1!IE'..J:a:,,, 'v...~'t""-~~~!"jtmD.!1f,..."ft_ _ ,,, ->---'-'-...~-- n,., ",.,t m,.,VA r 1~'1"'f!1__'"". ,.t,. ')i}"'?"', ~"(--,,,!: :-:~vr-'~"(S-~::~~1XU:-~>~m1;~m:l,~~lS~~~~1Iti~..~ .. .~ ".-.- ."!Iitrioi-~l"v JOB lVo. F'1981tltJ.?04-251tJ ......vJt_'t~<<:::A'~~..31;jf' ':\IF. ;U~~~.~~~~ MII!'!W:":r:IIIW'~'..m9"~!P1r.~'(~~:=__~:JCli'C4:2I';1'Ji.H: ~~~~I!..- ..-......I111! -~ _.J:I.~ I Ira nv vra",- fr.r~fr1H1J~r~ Prr.\/~rho ???n ~fra"p ~~f n"rip,.,' n('\, ,,,dnrv II l. o i= l. i IJ ~ III ~ Z o III > W it U l- -( a o z. l G ~ (J) ~~~ ~ l_ "- ~t.:) I~~ ~V)~o~ ~. N ItJ lJJ ~ ~ ... tlJ () @ 1~ ~.. ~ ~ ~. \I 4 <J;z ~ i ~L5::) ~~'-~8 ~ Q "j I... l.!! S "i ~()~ ~ k1 2~ ~ ~~~ ~~3 9 ~ l o' ~~:5 Z~ ~ u. ~ l ;i.1 :f ............... )J _)) r]) l1.. ~lt) ); a:a . ci 0 z z z ~ ~ !JJ.(co~w ~()O~~ 0Il11L.1.... a. ~ \. \ ~jOT(: BEARINGS f\RE BASED ON THE "GEORGIA COORDINATE SYSTEM OF 1985 - WEST ZONE." ~~ ~ " ,>/ 6" ~ ,~ ,\9' "- 1./. '-<<;) 'b ~ .l V ~./ ~' <t I; I; ~' 'I 'V 'v'( . , THE: EXCLl)SIVC aOlYlSION pLAT IS rOR 4 HEREON; rHIS flNA~iiUoWNER/O(VELOPER iH~~~R OWN RISK. USE Of Y nW~O PAf~-nE:S IS A ANY USE f3 '200' \ \~ LL.~ @.L.\ ~ 1021 123: ~ -A 3s o ....J t ..... .~ 0 o _J 0.\ 0 0.. c: Q c fbbtc-2l-. 2000. RECORDED: ___~~1~ --- pLAT BOOK: __;J.;J---- - PAGE(S): ___'5--------- FAY[T1E COUNlY. G:ORG~( CVJh ".' / t{Y/1 l ~ CCI..( (i../c( Ij_'&- I ,~ ~~~ S8~ro' ',\6"€. ~~~ ~ r or VAllO UNLESS IT rHIS plJ>-T I~ ~RIGINAL SIGNATURE afARS rH REGIS n~~H ACROSS of ff~~( R(GISTRNJf'S SEAL J ~ ~ ;--j IJ\ 1- o ~ "> w rJ,. ~~ ~I j ~' ~ ;---' / ! i~ ~ 17 " .. ~~I g I ,c), ~ . __ C\J --- I ~ ,..----' ..----" \J \0- .( o ..----' -,' ..----' ~ I~ --------- ~ ~. @ -- -- ---- \-- (.) ~ ~~<ca c ~\ - '-~ ~ ~ \-_""'\ r--- ~ ..~ \-J \ (,:: t, nl \J1 -to <3 <6 ~ ~ C'l \.l! hI Z ,L:..., ... \.1.1 t') g ~ .~\i~ fJ1 z 14') t) ? > r~. S~~6. \o-~ l.:r.. ~ C\. <.) ~ C\ "i \1.. \u ';:) ~:? 0 t: fj) . (: )~ ~1 ~:t4 r.i G l.r: < ~, (j) Z~}-. ~ L_. 0 ~ c-"',.1 a z ~ oP2!O.~ \_o0d \_ot l_,ne @ ~ --' ---". ----' ,. 31 . . 0 o -L 'L tJ 't 3 \J :t ~ .( \lJ ~oo{t.::! o,,^~O\i. 8"88 ~ ~ _~. in ~.' 1 _.-~ if) :f) '~ \..!.- -------' .r,' 1981'1'1. 00tl-2514 JOB No. l' ~ PfovefbS 22:28. ~ /..----' uo bv "our forefathers, t boul1darV stolle- set ,.,'0'/8 an ancien Do not J ~ ~'":_ :',yt;" t - - .. :fl- LAKE KEDRON t? t? . ~~\ f)1 ~\~ 2.0' ~1~~~'{ \; f>11 ~ ~o~ \1 I}; ~\.. ~ fJoO ~G\~~ S f>t? of(..~ ~I ~16' << ~I ~ ~,I?: 600 '- q-~ " " t? " " t?" ~ " t? "\ " t?" ~o.. " tv ~ " ~~ ,,\ ~ 7 ~ '\ " ~~ ~o~ J ~ , \ ,,:L~ ~~~~ ~~ /::./. ~ \ ,,~,,~~ ~. ~ ~ ,,~,,~~ ~. \" ~ ~..<'~ ---' lv' '" , ~ " ~ , / ~v~" /- " ~...,< ~ " / &>4<-~ "'- ~~~ ~. o~ ~. 4'''>s ~ 6'0 '0>0>... ~. bs... /' 0..>..., ~ ~ ~.~ :J.... ~ 7~ ~~ ~~~ '+~ a-~ ~L.., ~ - LOT 46 46, 143 SQ. FT. 1.059 AC. ~ ~ ~ ~ . (") ~ ~ ~ ~ ~ o '0 ~ 0_ ~- REVISED FINAL PLA T OF THE PENINSULA LOT 45 AND LOT 46 THE PURPOSE OF THIS REVISION IS TO REVISE THE PROPERTY LINE BETWEEN LOT 45 AND LOT 46 AS SHOWN ON THIS PLA T. THIS SUBDIVISION WAS PREVIOUSL Y RECORDED IN PLA T BOOK 34, PAGES 1 THRU 5, FA YETTE COUNTY CLERK OF SUPERIOR COURT. HOMEOWNER'S ASSOCIA TlON The owner of the land shown on this plat and whose na7le is subscribed hereto, and in person or through a duly authorized agent, acknowledges that this plat was made frem an actual survey, and that he or she is aware of and acknowledges the changes shown . ~pla . Owner /Agon t: Date: il/to/ J..cc() .~ t? t? t?' t? t? '" t? t? '\J ~ Z \--\ Z \.fi ~ ~ '\t> 'c:) ~ \--\ ~ ~ 1 0\ o - ~ " ~ ONVER'S ACKNOM..EDGMENT: LOT 45 36,917 SQ. FT. 0.848 AC. LOT 44 -- '-- - --- FINAL SURVEYOR'S CERTlFICA TE: It is hereby certified that this plat is true and correct and was prepared frem an actual sur vey 0 f the proper ty made by rm or under my supervision, that all rmnunents shown hereon actually exist or are marked as "fu- ture" and there location, size, type and material are correctly shown. This plat confor~ to all requir~nts of the Georgia Plat ct. - - - By: Georgia No. 2343 Do t e : , , · \ 5 - 0 0 ~ 1>:101 f>11 ~ ~?J ,II}; fJoO Sf> LOT 47 ( \ GRAPHC SCALE: 1 inch ::= 40 feet 0' 40' 80' 120' 160' GEORGIA. FAYETTE COUNTY j -7 filed a,nd Recorded this 'Q . day 01 J/ w .}20 ~. 4. s ...2-."'. O^ftl. ~ [I DAd ,U) '"'M.... a I I . r.... 1 . 4t: tb: d~. C1erl J LI A.d. FINAL PLAT APPROVAL: This plat ca7p/ies with the Zoning Regulations, the Land Develo~nt Ordinance and all other regulations governing the land develo~nt for the Ci ty of Peachtree Ci ty. ~ II.Z7.00 , Date Q II.\:" \\ .11 00 'F~ Date I .. Z. 7- CS 0 Dote II.Zl-D 0 Dote " PREPARED FOR: w.o. Gray and Associates, Inc. LAND LOT 101 DA TE: 11-15-00 land surveyors 103 WESTP ARK DRIVE SUITE F GEORGIA 30269 PH. 770-486-7552 FAX planners PEACHTREE CITY CHADWICK HOMES 7th DISTRICT REV: FA YETTE COUNTY, GA. REF: 770-486-0496 SCALE: 1" = 40' JOB NO. 00 110 14