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Legacy Square - Phase 1B FINAL SUBDIVISION PLAT FOR City of Peachtree City 130078 LEGACY SQUARE TOWNHOMES AT CENTENNIAL LOCATED IN LAND LOT 164 7th DISTRICT CITY OF PEACHTREE CITY FAYEITE COUNTY, GEORGIA ENGINEER / SURVEYOR ROCHESTER & ASSOCIATES, INC. 286 HIGHWAY 314, SUITE A FAYEITEVILLE, GA 30214 FA YEITEVILLE: (770) 716-8123 ATLANTA: (404) 252-1334 GAINESVILLE: (770) 718-0600 SURVEYOR: MARK A. BUCKNER, R.L.S. ZONE X \ FLOOD MAP (NTS) CERTlF1CATE OF DEDICATION. STATE Of GEORGIA COUNTY Of FAymE THE OWNER Of THE WJD SHOWN ON THIS PLAT ACKNOWLEDGES THAT THIS PLAT WAS MADE FROM AN ACTUAL SURID: AND FOR THE VALUE RECEJVf:D, THe SUFFICIENCY Of WHICH IS HEREBY ACKNOWLEDGEQj. DOES HEREBY CONVEY IN FEE SIMPLE TO THE C/1Y OF PfACHTREE CI1Y, GEuRGIA, AND FURTHER DEDICATES TO THE USE Of THE PUBUC FORMR ALL STREETS AND RIGHTS-OF-WAY, ALLEYS, CART PATHS, WATERCOURSES, DRAINS, EASEMENTS, GREENBELTS AND PUBLIC PLACES SHOWN HEREON, EXCEPT THOSE CASEMENTS DESIGNATED ON THIS PLAT AS OTHER UTlUTY COMPANY EASEMENTS AlJD EXCEPT THOSe STREETS SPEClACALLY DESIGNATED ON THIS PLAT AS PRNATE STREETS. IN CONSIDERATION OF THE APPROVAL Of THIS FINAL PLAT AND CrriER VALUABLE CONSIDERATIONS, THE OWNERS DO HEREBY AGREE TO HOLD THE CI1Y Of PE'ACHTREE CITY, GEORGIA, HARMLESS FOR A flVE (5) '(fAR PERIOD FROM ANY AlJD ALL MONETARY LIAB/LlnES WHICH MAY ARISE FROM ANY AND ALL CLA/MS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF' THE DESIGN AND CONSTRucnON OF PUBLIC IMPROVEMENTS OF THE PROPERlY SHOWN HEREIN, TO INCLUDE BUT NOT LIMITED TO, THE ROADS, STREETS, FlLLS, EMBANKMENTS, DITCHES, CROSS DRAJNS, CULVERTS AlJD BRIDOES WITHIN THE PROPOSED RIGHT-Of-WAY SHOWN, RESULnNG FROM ANY ANO ALL CAUSES OTHER THAN BY IW ACT OF THE CITY OF PfACHTREE CfTY, GEORGIA. AND FURTHER, THE OWNER WARRANTS THAT HE OWNS FEE SIMPLE nTLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY OF PfACH1REE CI1Y SHALL NOT BE LIABLE TO THE UNDERSIGNED OR SUBSEQUENT OWNERS IN nnE FOR A PERIOD Of FIVE (5) YEARS FOR ANY CLAIM Of DAMAGES RESULTING FROM NEGUGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRue nON Of CROSS DRAINS EXTENSION, DR/VES, STRUCTURES OR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RMRS, FLOODING FROM NATURAL CREEKS AND RIVERS AND ANY OTHER MATTER WHATSOE.YER ON PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LlABlLllY Of THE OWNER. I FURTHER WARRANT THAT I HAVE." THE RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT AND DO HEREBY BIND MYSELF AND mE OWNERS SUBSEQUENT IN nTLE TO DEFf.ND THE COVfNANTS AND AGREEMENTS SIT OUT. IN WITNESS WHERfJ)F. I HAvt ~ SET BY HAND AND .IFF/XED AlY SEAL THiS g,/il: DAY OF _, 2006. ~ ~4b Jb:!/~ HARLES E. 8IELE: 1/1, SRVP VA TC OWNER / DEVELOPER Wlilillllllm ' JOHN WIELAND HOMES I IJiJ!II1/~JJJD"~)IJA' AND NEIGHBORHOODS, 'NC. 1 YlI!~~%1 I. LOO CABIN DRIVE I ~. ~ , GEORGIA 30080 . (770) 703-3129 24 HOUR EMERGENCY CONTACT MR. RICHARD KOBYlSKI (404) 787-5861 Doc 10: 007247990004 Type: PLT Filed: 09/21/2006 at 02:07:00 PM Fee Amt: $32.00 PaQe t of 4 Fayette, Ga. Clerk Superior Court Sheila Studdard Clerk of Court BK43 PG62-65 . -.fC:: ~ ........ W. .." ~.....? :, .\ .'lJffif)f FINAL SURVeYOR'S CERTlFICA Tf. IT IS HEREBY CERTIFIED THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERlY MADE BY ME OR UNDER MY SUPERVISION; THAT ALL MONUMENTS SHOWN HEREON ACTUAU Y EXIST OR ARE MARKED AS "FUTURE" AND THEiR LOCA nON, SIZE, 1YPE AND ~ TERIAL ARE CORRECTLY SHOWN. THIS PiA T CONFORMS TO ALL REQUIRE- MENTS Of THE JEO~GIA PiA TACT. By-df~ REGISTERED 2422 .a L I J A . GEORGIA LAND SUR'lfYOR No. ____ DATE: _~~__ CERTlF1CATE OF PRNATf: STREUS STATE OF GEORGIA COUNTY Of fAYUTE THE OWNER OF THE LAND SHOWN ON THIS PLAT ACKNOWLEDGES THAT THIS PLAT CONTAINS APPROvrD PRIVATE STREUS AND THAT THE OWNER OR OWNERS OF PROPERlY WITHIN THe SUBDMS/ON WILL BE RESPONSIBLE FOR THE MAINTENAJJCE OF ALL PRNATE STREETS IN THE SUBDI'tJSION; AND, FURTHERMORE', THE SUBDIVIDER WILL DEMONSTRA TF TO THE CITY THAT ALL DlEDS AND DEED COV!NANTS fOR THE PROPERTY WITHIN THE SUBDIVISION SHALL CONTAIN FULL AND COMPLUC NOTICE TO ALL FUTURE PROPERTY OWNERS mAT THEY WILL BE RESPONSIBLE FOR THE /MiNTENANCE OF THE PRIVATE STREETS~ . ;1 2'1f:~ 'l-ZI-06 ~ RLES t. BIELE, III, SRYP DATE STATE OF GEORGIA THE CONVf.YANCE OF DESIGNATED EASEMENTS AlJD GREENBELTS SHOWN ON THIS PLAT ME HEREBY A~?_Tf~ B\J!l: CITY OF PfACHTREE CITY, GEORGIA, THIS THE ~ DAY OF ~ ' 2006. OF P CREE , GEOR ,~ \,,\\IIi1UUfll ,,\\.\\" lW.NNlS I. ;:11;,1' ~ ",Itr'I" ''10~'' ~.... ~,',.\~ ~\W'Ssli' ~<1:5"::~~ _ . "....\ J;#o~ .: NOTARY PU8~ ~ 68D. NO. 4J4,r&4-4-4987; ORD. NO. 544, 8-2-1990) ~~5 .'3,,0<-1 ::r:~){ ~ .,., -:..~ (,')'...... r .:.' ?-':.o'" c, '0%..., ,. ,,#~, O(/IJTY GY...,..'" ,::.' ~ /' " '. '\' ..... ;..'....: ~;y """p' \0 ,~ "'''11/ Y P U \3 \... \\'-\.... III ,,\ Ilfttllll\\\'\ THIS FINAL SU8DIVIS/ON PLAT IS FOR THE EXCLUSIVE USE OF THE OWNER/DEVELOPER SHOWN HEREON; ANY USE BY THIRD PARTIES IS AT THEIR OWN RISK. PLA T REVISION NOTE: THIS PLAr SUPERCEDES THE FINAL PLAr FOR LeGACY SQUARE TOWNHOMES AS RECORDED IN PLAr BOOK -4J, PAGES 17-20, FAYmE COUNTY ReCORDS. THE PURPOSE OF THIS REVISION IS TO SHOW BUILDING '0', LOTS 15- 19. q-f'-Ob VICINITY MAP (NTS) FINAL PLAT APPROVAL. T COMPUES WITH THE ZONING REGULA TlONS, THE LAND MENT ORDINANCE AND ALL OTHER REGULA nONS GOVERNING D 0 LOP/,/C OR THE CI OF P~~.I . .. . ~ ~AJ..c '" ~Wj)fJ- DATE '-~I.O~ 1 DATE: ~~~~ DATr MAINTENANCE GUARANTEE. THE UNDERSIGNED, ITS SUCCESSORS AND ASSIGNS, HEREBY WARRANTS N/D GUARANTEES TO THE CITY OF PEACHTREE CITY THE FULL AND COMPLETE MAINTENANCE OF A CERTAIN IMPROVEMENT KNOWN AS LEGACY SQUARE TOWNHOMES AT CENTENNIAL AND MORE PARTICULARLY SHOWN IN PUT BOOK __, PAGES _____, OF THE FAYmE COUNTY RECORDS. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH mE Pf'.ACHTREE CITY LAND DEVELOPMENT ORDINANCE. THIS GUARANTEE INCLUDES NOT ONL Y PAVING BUT ALSO ALL OTHER APPURTENANT STRUCTURES AND AMENITIES L YlNG WITHIN THE RIGHT-Of-WAY OF SAID ROAD AND IN THE GREENBELT, INCLUDING BUT NOT LIMITED TO ALL CURBING, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES, BIKE PATHS, CART PATHS AND PEDESTRIAN PATHS. UTILITIES OWNED AND OPERA TED BY A GOVfRNMENTAL BODY OR PUBUC unLIT)' COMPANY SHALL BE THE RESPONSIBIUTY OF SAID GOVERNMENTAL BODY OR PUBLIC UTILITY COMPANY AND NOT THE DEVELOPER. mE DEVELOPER SHALL CORRECT AND REPAIR OR CAUSE TO BE CORRECTED AND REPAIRED ALL DAMAGES TO SAJD IMPROVEMENTS RESULnNG FROM ANY CAUSE WHATSOEVER. IN THE EVENT THE DEVELOPER FAILS TO CORRECT ANY DAMAGES WITHIN 30 04 YS AFTER WRmEN NonCE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CI1Y AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE DEVELOPER,' BUT THIS REMEDY SI1A.LL NOT UMIT THE CITY, AND IT SHALL ALSO HAVC ANY REMEDIES AVAIlABLE TO IT AS APPROVED BY LAW. mE TERMS OF THIS AGREEMENT SHALL BE FOR A PERIOD OF TWO (2) YfARS BEGINNING ON THE DATE OF FIN)L PLAT APPROVAL OF SAID COMPLETED IMPROVEMENTS. AFTER THE TERMINATTON Of SAJD 7W0 (2) YEAR PERIOD, THE CITY SHALL BE RESPONSIBLE TO THE ClnZENS OF PEACHTREE CITY FOR THE U4JNTENANCE OF S4JD IMPROVEMENTS AS PROVIDED BY LAW. NO ROADWAY AND ASSOCIATED RIGHT-Of-WAY SHALL BE ACCEPTED BY THE CITY FOR MAINTENANCE UNLESS IT SCORES 90 OR ABOVE:' ON THE CITY'S ASPHALT PAVEMENT RATING FORM. PROVIDED, HOWEVER, ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO (2) YeAR PERIOD AND WHICH snLL ARE UNREPAIRED AT THE TERMiNATION OF SAiD PERIOD SHALL REMAIN THe RESPONSIBILITY or THE DEMLOPER (WRITTEN NOTICE OF SAID DAlMGE'S MUST BE GIVEN PRIOR TO THE TIME THE TWO (2) YE:AR PERIOD ENDS). IN WITNESS WHEREOF, THE DEVELOPER HAS CAUSED THIS AGREE/,/ENT TO BE EXECUTED ~r ;THORIZED OFFICERS THIS ~2J $~ DAY OF _ !...-, 2006. BY: ~ ~ 5" &~ l 'I:-Z/~O~ C LES t. BIELE, III, SRVP DA TE JOB No. G201055.NTH.DO-1725 )( ~ --t N - . 00 () , ..E~~lO .. Q) N r::: E ~;t:a-o 8 .... ::l.', . m ~ ~ ;t ~ ~ ~ ~ 0 ~ ~ __ ~~t-~ ~ h~. ~~~~ 2~ ~"'i5~ ~ ~. "'~!:r ~ ~tc ~ ~ ~ ~.~~ a cn~ (,,) V) ::J ~ '-' 9 ~ :1 ~~ en en f2C Q:: Q:: Q:: <: ~ z 0 ~ f.? fr :J Q fi: ~ ~ Y1 h~ (f) t4j Og ~ Z ~ ~ <: -.J 0 ...J ::J :J ~~ (j) t- .... ~ ~~ 0 o 0 i/') Cj -J -J -J ~ ~ Gj Gj ~~ ~ Ct: 0:: 0:: (() <.0 ~ (() ~ ~ ~ ~ ~ <0 ~ ~ " ~ 0 lk) " .- .- ... ~ C\4 ~ ci ? (/) ~ w Z ~ ::> o u..W ~~o.iE ::> <3 :x: (j) . r--Z(j)~ o~-o zOztl::(J) _U (J)W c((J) -iEw~~ ~U)Ck: ~ O-~~ tn UHDZ-- _ 0'-''-' J:I-_WW 1-_(/)0::0:: ~~ ~~ ~ ~~ei ~ I ~rn ~.... ~ ~~~ - ..o~ z ~~~~ <n ~ ~ LEGEND ACS - ACRES AE - ACCESS EASEMENT AlP - ANGLE IRON FOUND AKA - ALSO KNOWN AS BC - BACK OF CURB BFE - BASE FLOOD ELEVA nON BL - BUILDING SETBACK LINE BWF - BARBED WIRE FENCE C&G - CURB & currER CT - CRIMP TOP PIPE CI - CURB INLET tt - CENTER LINE CLF - CHAIN LINK FENCE CMF - CONCRETE MONUMENT FOUND CMP - CORRUGATED METAL PIPE CNS - CONCReTE NAIL SET CONC - CONCRETE CORPS - US ARMY CORPS OF ENGINEERS OB.PG - DEED BOOK. PAGE DE - DRN~GE EASEMENT 01 - DROP INLET DIP - DUCTILE IRON PIPE oweB - DOUBLE-WING CA TCH BASIN ESMT - EASEMENT EP - EDGE OF PAVEMENT FH - FIRE HYDRANT -0- - GAS LINE GP - GUY POLE GV - GAS VALVE GW - GUY mRE He - HAND/CAP PARKING SPACE HW - HfADWALL HWF - HOG WIRE FENCE IE - IfMRT ELEVA TfON IPF - IRON PIN FOUND IPS - IRON PIN SET (1/2" R/B) IPS DENOTED BY " d'\T LOT CORNERS JB - JUNCTfON BOX LL - LAND LOT LLL - LAND LOT LINE LP - UGHT POLE MFF'E - MINIMUM FINISHED FLOOR ELEV. MH - MANHOLE MON - MONUMENT N/F - NOW OR FORMERLY OCS - OUTLET CONTROL STRUCTURE -P- - POWER LINE - P /T - - POWER & TELEPHONE LINE PAVT - PAVEMENT PBX - POWER BOX ~ - PROPERTY LINE POB - POINT OF BEGINNING PP - POWER POLE PTP - POWER & TELEPHONE POLE pve - POL WINYLCHLORIDE PIPE RB - REINFORCING IRON BAR RCP - REINFORCED CONCRtTE PIPE R/W - RIGHT OF' WAY SF - SQUARE FEET -SS- - SANITARY SEWER LINE SE - SANITARY SEWER EASEMENT SW - SIDEWALK SWCB - SINGLE-WING CA TCH BASIN T8M - TEMPORARY BENCHMARK T8X - TELEPHONE BOX TF - TRANSFORMER TMH - TELEPHONE MANHOLE TP - TELEPHONE POLE TPOB - TRUE POINT OF BEGINNING - T - - TELEPHONE LINE UGP - UNDERGROUND POWER UGT - UNDERGROUND TELEPHONE VCP - VITRIFIED CLAY PIPE WE - WATER EASEMENT WI - WEIR INLET - w- - WATER LINE WM - WATER METER WY - WATER VALVE WQe - WATER QUALITY BASIN WSE - WATER SURFACE ELEVATlON DRAlNAOE PIPE CHART ..... Doc ID: 007247990004 Type: PLT Filed: 09/21/2006 at 02:07:00 PM Fee Amt: $32.00 Pa~e 1 of 4 Fayette. Ga. Clerk Superior Court Sheila Studdard Clerk of Court BK43 PG62-65 ~WU STRUCTURE PIPE LENGTH TOP INVERT % GRADE NO TYPE HW 1-A 861.25 OUT 8.5 7.65 P....l 51.2' JO"ACCMP 0.64 % JB 1-8 867.48 OUT 857.98 IN 858.08 P-2 141.9' 30"ACCMP 4. 70 " JB 1-C 875.20 OUT 864.75 IN 864.89 P-J 126.8' JO"ACCMP 1.15 % DI l-D 873.25 OUT 866.J5 IN 866.75 P-4 25.5' 24 "ACCMP 1.46 % CI 1-E 873.07 OUT 867.12 IN 867.22 P-5 J9.7' 24"ACCMP 0.73 % DWCB 1-( 87J.25 OUT 867.51 JB '-C 875.20 OUT 864.75 P-6 JO.4' '8 "ACCMP 5.52 :l 01 2-A 87J.87 OUT 867.27 IN 867.37 P-7 22.2' '8 "ACCMP 12.81 " DI 2-8 876.12 OUT 870.22 IN 870.27 P-B 25.8' 18"ACCMP 1.41 :t CI 2-C 876.85 OUT 870.6J 01 , - D 873.25 OUT 866.35 P-9 JB J-A CI I-E 873.07 OUT 867.12 P-l0 133.0' 1811ACCMP 1.07 % DI 4-A 875.39 OUT 868.75 HW 5-A 855.30 OUT 851. 80 P-l1 J 7. 9' 30 "ACCMP 1.15 ~ OCS 5-8 86J.39 OUT 852.24 DI 2-A 873.87 OUT 867.27 P-I2 70.7' 18"ACCMP 1. 72 " WI 6-A 873.76 OUT 869. 16 DEVELOPMENTACREAGESUM~RY TOWNHOME AREA == 7.042 ACRES 306749 SF CITY GREENBELT AREA == 0.534 ACRES 23266 SF TOTAL = 7.576 ACRES 330015 SF fa UNElCURVE DATA TABLE ~ I .. i I UNE CHORD 9rARING CHORD ARC RADIUS 1 S86'J6'29"E 96.31 ' 97.06' 225.00' I 2 570.24'51 liE 30.10' 30. 12' 225.00' ~ ~ ~.. 3 S2€rJ2'06wE 28.73' "W ;:: ~ I N04"29' 40 liE 532.29' 542.92' 790.00' 515'08'17 197.02' 197.6" 740.00' I 50S23'26 105.75' 105.84' 740.00' SOrSO'14"E 183.70' 184.1 a' 740.00' ~ .. .... B N06'50' 46 229.37' 230.19' 790.00' 4C( 9 N89'57'30"E 6.07' ~ l!s 10 S89'09'35"E 14.62' 14.62' 475.00' 11 S44'29'3211E 41.52' 45.85 ' 30.00' 12 549.46'14' 40.37' 44.28' 30.00' ~ 8 13 N88'S9'40 19. 19' 19. 19' 525.00' 14 589'57'30 3.13' 15 N14'39'30"E 261.43' 262.63' 790.00' THIS FINAL SUBDIVISION PLAT IS FOR THE EXCLUSIVE USE OF THE OWNER/DEVELOPER SHOWN HEREON; ANY USE BY THIRD PARTIES IS AT THEIR OWN RISK. t. TOTAL NUMBER OF LOTS == 34 PROPOSED. BUILDINGS A-G 2. ZONING: GENERAL RESIDENTIAL (GR-4) J. BUILDING SETBACKS fRONT YARD SETBACK ::;: 20 FeU REAR YARD SfTBACK - 20 FEU 4. MAXIMUM BUILDING HEIGHT - J STORIES PLUS A BASEMENT 5. MIN/AlUM HOUSE SIZE :::: 800 SF 6. MIN/AlUM LOT ARt:4 :::: NONE, SEE fiNAL SITE PLAN APPROVED BY PLNlNING COMMISSION, APRIL 16, 2004. 7. MINIMUM LOT WIDTH :::: NONE, SEE ANAL SITE PlAN APPROVED BY PLANNING COMMISSION, APRIL 16, 2004. 8. AT THE nlr/E Of RECORDING# IRON PINS (1/2. REBAR), WERE SET AT THE RfAR LOT CORNERS, UNLESS OTHERWISE NOTED. IRON PINS WILL BE Sct.ON THE FRONT LOT CORNERS AT THE SUBSW/TfAL COMPLETION OF RON) SHOULDER AND UTILITY CONSTRUCT/ON OR UPON REQUEST OF THE CUENT DURING CONSTRUCTION. BASED UPON THE JUDGflJENT OF ROCHESTER <i ASSOCIATES, INC., WHERE mERE ARE NATURAL OR UANUADE OBSTACLES AT THE fRONT LOT CORNERS PREVCNnNG ACCURATE PLACEMENT OF IRON PINS, NO IRON PIN WILL WILL BE SET. 9. DISTANCES SHOWN HEREON ARE HORIZONTAL. BEARINGS WERE C4LCULATfD FROM ,ANGLES TURNED IN FIELD. 10. NO NOS MONUMENT LOO4TED ~THIN 500 FEET OF SITE. 11. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER F.f.U.A. FLOOD INSURANCE RATe IMP or fArurt COUNTY, GEORGIA. CfJUMUNfff PANEL NO. IJl1JC 00600, EFfECTIVE DATE: MARCH 18, 1996. 12. THE CITY OF PEACHTREE CITY RETAINS A 20' EAseUENT (10' EACH SIDE Of ANO PARALLEL TO ALL DRAINAGE PIPING) AND AID' EASEMENT (5' EACH SIDE Of AND PARALLEL TO ALL PROPERTY LINES) fOR THE PURPOSE OF INGRESS, ECRESS ANO REPAIR Of DRAINAGE STRUCTURES OR TO UAlNTA/N POslnvr DRA/NACE. 1 J. THIS PROPERTY IS SUBJECT TO THe DECLAPA noN OF COveNANTS, CONDITIONS AND RESTRlCnONS FOR CENTENNIAL SUBDIVISION RECORDED JUNE 20, 2002 IN DaD BOOK 1888, PACES ~ " FAYmE COUNTY, GEORGIA, SUPERIOR COURT RECORDS. 14. THE CENTENNw.. HOMEOWNERS ASSOCL4TION WILL MAiNTAIN ALL INTERNAL PARKS, COlr/UON N?EAS AND STAR SPANGLED LANE AND BE RESPONSIBLE FOR REGULIW MNNTENANCE OF THE DfTENT/ON POND. ALL AREAS OI./TSlDE THe BUILDING ENVELOPES ARE COMMON AREAS. THE FIELD DATA UPON WHICH THiS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN _Z-1.P..H_ FEU AND AN ANGULAR ERROR OF _1)2__ SECONDS Pf:R ANGLE AND WAS ADJUSTED USING THE COMPASS RULE. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 212042_ FEET. TOPCON GTS-J1J USED FOR ANGULAR AND LINEAR MEASUREMENTS. ~: ~~ :t~ ~~ ~m 9g ~lj ~Q: .~ ~ ~ ~ ~~ ~ ~ t:l: ~~ . co co II) II) ~~~~ --~<o ~~" (k) ~ ::: <Q "t V) (\f ..... c., QO~ .~ ~ ~ ~ Q: a:: f?f2~ f3f2~ ~ ~ ~ l- .... .... ooq -J-J- a li: -(/) O::z ~~ fij a:: ~ o (/) (/) ~ w z ::.z: :::> .- w O:;llL.J: ~ZOF :> C3 ~.(/) . 6~~gj~ ZOZ~(/) _U (/)w <(/) _J: 0.-1- I-WZg ~ri~~ Q.i1i~tn(/) ~CD5<3(3 J:L-_WW t-t::(/)~~ e: l5~ ~~~~ ~ 18 ~ !io ~ ltl ~ :- ..~~ i ili _ ~~~~ JOB No. G201055.NTH.OO-1725 N/F JENNINGS LAND COMPANY ZONED: R.1 (RESIDENTIAL) - - -PL- - - - , I N/F WYNMEADE SUBDIVISION UN" IV-A ZONED: R..' (RESIDENTIAL) THIS FINAL SUBDIVISION PLAT IS FOR THE EXCLUSIVE USE OF THE OWNER/DEVELOPER SHOWN HEREON; AN'( USE BY THIRD PARTIES IS AT THEiR OWN RISK. JOB No. G201055.NTH.OO-1725 ~ ~~ ~~ . " 8" ~ I I I I +--~ "'" ~I ~ -- " 1\ + '-f1W 5-A" <0' " "b.. ~ ~ \.--- --- "'" cOct '" I ~'-'J ~ ocs 5.:g.- ~ "'" eJ / )1--'-.-. ~ '" ~ I (/ -"'" ~, '" fa I I I "" --'0' \ \ ~ I t ",()~ \\ ~ I \ \ D%NJgN '\ '\ \-- ~ I \ \ (CITY MAlNTAlNED) \ \. -- -- :::) \ \ 0.66 ACRES \ \ ____ -- __ \ 100 YR ELEV = 862.29' \ \ ---- ~ - - - --- .. I \ , HW I-A \ --- 20' Dr:" ~ \ ----- ~ \ --- -- -- - ~ --- "-... <Oar- "", - _ _ _........ '\\ ) -- ~~ ---- \\--0 '--.. --.. ~ \\~\ J8 1-8 - -- \ \\ COO/WING q ) fIl II t" @@@@@ ~II @)@)@ @@ I cl.ll II (m em (1B em em I:: (Hj cml em em II Doc ID' 007247990004 Type: PLT Filed: '09/21/2006 at 02:07:00 PM Fee Amt: $32.00 Pa~e 1 of 4 Fayette\ Ga. clerk Superior Court Sheila Studdard Clerk of Court BK43 PG62-65 ~W~~ ~j / I 548' 44 '08"E J9,79' fl: ~~ ~~~~ ~ - " I ~ ~ ~- ~O) o~~~~' ~~iii (I) ;! ~~~ 582'46'21"E c= 125.50' A=127.19' R=225.00' ........ I / / II 8~~ I I -- -.../!HJ /L, =L~ / /~ J 88 I / II I / / / /~ I I II i , I ~ f I ~f I I fti I, i I , \ \ , \ \ \ \ \ \ \ \ \ \ \ ~ ,\ \ \ \ \ \ \ \ " ,.-/ .......>/ --- --- ------ --- - --- - ~ m ~ I ~ i ! I..~ ~~~~ I ~a:.. ~~~~ (I) ~~.. "'~~I ~ ... ~ ~ ~ .-- .-- --- --- .-- --- - .-- -rf' CARTPATH SIDEWALK 7.042 ACS 306749 SF (BUIWING ED COMMON AREA (BUILDING ~ @@@@) rzm rm It. FH/WV a-OIP 8.0 a.OIP s-U-~ . ~G. DLANE =: II ~55' PRIVATE' ROADWAY- . . . IItNG E'SSjE'GRE'SSjUTlLlTY E'SAlT) I 1-€ --- ~ ..- JB 1-C - - -. - :::: :::: p-::----- - __ p-J \\ 01 2-A DE VARIES - - ~ \ \ DI 1- D @ \\~\ COMMON AREA ~ \\0.. (55' PRlVAT~ ROADWAY- a.. ~ ~ \ \0 \ INGRESf{EGRESS/ M @ \ \\ WI 8-A UflLJ ESMr) Q t GO \" (5J' PRIVATE' ROADWAY- ~ 00 @ INGRE5f{EGRESS/ 4' PROP.SW unu ESMT) ~ 36' ~ @ b It) Be/Be _ :=...8_ ----- ~ @ .w.OIP ~ 8~ Q 0 ~ ~~ g 8 ~ Q::::J ft~ cd i5 a:: en f2E ~ ~ ~ :t::V) ~ l.L. u: u: :::)Q t ~ ~ ~ I-~ (/) 3~ i2 z 3; ~ ~ 0 ....., -J ~Gj (j) l- I- I- 0 0 0 ~a:: Gj -J -J -J .~ ~ ?j aj ~1n ~ Q: 0:: a:: ~ 1.0 Ii) ~ ~ ~ ~ ~ - ~ ~ ~ "- ~ a co ~ ..- ..... 't ~ C\4 - ~ (/) 8 (/) w - ...J W Z ~ :J W O~lJ...r. llJ ~ 0.... ~ >0~(/)..,j 6li~gj~ (.) ~ Zoz~(/) i: _U ~ (/)w ~(/) -~ .....1- ~ I- w~z :5(J)Q:: O-~~~~ (/)(OZ-- - 000 b J: _WW ....!::(/')~Q;:: Q ~ CD . o M " c ~~ 14J ~ n:o ~~ ~~ !-tJ Q~ ~co ~~ em em em (l.@ ~ em (1"@ rm ~ em @@@@@ @}) @lJ (jjJJ @lJ CW ~ CFUTURE BUIWlNG fj ~ ------ \\ \ \ \\ iO \~ \\ \ \ COMMON AREA (FUTURE BU/WlNG ~ ------ ------ ______ jO~CK ------ \ \ \ N/F JOHN WIELAND HOMES CENTENNIAL PHASE 6 ZONED: GR P8 42, PGS 4043 o l() ------ ------ \ , 363.24 S81-,J4'01"W \ )( ~ .... N 00 ~ 5 t1 " I ltJ II 589-42'55 P II 24.50' ~ II C'\J1l I II QII II II II II II II II .0141 24.50' (BUILDING 8) 24.50' a-OIP 24.50 ' N89.42'55 24.50. @ .... WV a-OIP - 589-42'5S/fE 589-42'55/f6 589-42'55"E S8ge42'55"E' 24.50' 24.50' 24.50' 24.00' @) @ @ @ @b~ ~ 0.OJ6 AC 0.OJ7 AC 0.OJ6 AC 0.037 AC .OJ9 AC"1 r... II) 1580 Sf ,,1629 Sf: 1580 Sf .. 1629 SF.. 7680 SF~ b 0" "0 0'0 cO 0" TO r... ~ ~ 141 141 ll) l4) 141 111 ~ CIl ... ;t <t ~ ~ ;t ~ ~ ~ ;t 589-4" 55"! ~ 6.0' f~ ~ ~ ~ em) em) em em) (1lQ) 8 ~ ~ ~ ~~ ~O 30.00' ~ TPOS a.o P .jL~!Af! Sf ANGLED J.AN~ _ M-H II (551 PRIVATE ROADWAY- :: INGRESS/EGRESS/UTILITY ESMT) == :::::: --- --- 28.50' (@ ~ 0.041 AC 8" 1796 SF .. 0 g~ g~ ~ Cll?J --- 26.20' @9 0.OJ8 AC 1651 SF o o ~ ~ 28.50. 26.20' ~ rH/~~IP BUILDING '8' DETAIL 1- .. 30' (BUILDING q N90-00'OO"c 28.20' 28.20' .... o . wv 't I II IlJJ II [:)11 I~ II (loQ ~II 0.039 AC ~ I I II " 170 'SF,. g Q II g g.. 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