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Lexington Park -.- --- .-..._-- -~-~ -_._- ----- . ------.------ -- ~ ...~---------~- --~.- ~---+._.-~_._--- ------ ----.-.---.-..----------- -----_._--~--_.. -- -----.....----.---.---- _._-~.._--_._---_._- -------------------~----_._-- ~-~----- --- BOB INC. DAMS I-IOMES, VICINITY MAP IRON PINS ARE #4 REBAR TO BE SET AT A FUTURE DATE INTERNAL LOT CORNERS ARE #4 REBAR (TYPICAL) ~JO U.S.C. & G.S. MONUMENTS WITHIN 500 FEET EQUIPMENT USED IN PREPARING THIS PLAT: LEXING110N PARK LAND LOT 92, 7th DISTRICT, PEACHTREE CITY, FAYETTE COUNTY, GEORGIA MAINTENANCE GUARANTEE The undersigned, its successors and warrants and guarantees to the City full and complete maintenance of a known as Lexington Park Subdivision shown in Plat Book ,Page(s) County Records. This warranty and guarantee is made in accordance with the Peachtree City Land Development Ordinance. This guarantee includes not only paving but also all other appurtenant structures and amenities lying 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 an.d pedestrian paths. utilities owned and operated by a governmental body or public utility company shall be the responsibility of said governmental body or public utility company and not the developer. assigns, hereby of Peachtree City the certain improvement and more particularly of the Fayette The developer shall correct and repair or cause to be corrected and repaired all damages to said improvements resulting from any cause whatsoever. In the event the developer fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the developer; but this remedy shall not limit the city, and it shall also have any remedies available to it as approved by law. The terms of this Agreement shall be for a period of two (2) years beginning on the date of written acceptance of said improvements by the City as evidenced by the Final Plat approval of said completed improvements. After the termination of said two (2) year period the City shall be responsible to the citizens of Peachtree City for the maintenance of said 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 still are unrepaired at the termination of said period shall remain the responsibility of the developer (written notice of said damages rnust be given prior to the time the two (2) year period ends). IN WITNESS WHEREOF, the developer has caused this Agreement to be executed by its duly authorized officers J -~ -,-eN ~. this__J-L____day of_-<l_\JJ...'L__. .~,~:, "', ,. ',,' B.y---r)r-=~-.,k~1 AOAM~, Jii Tit I e _~~____ __ _lhlPre$ldfilt FINAL SURVEYORS CERTIFICATE It is hereby certified that this plat is true and correct and was prepared from an actual survey of the property made by me or under my supervision; that all monuments shown hereon 99tyqlly exist or are marked as "future" and their locatio9(-~i?e~ type~ and ~aterial are corre?tly shown: This plat yonfOrms I t9 911 requirements of Georgia Plat Act. ~tt' I ~-- \ , L' By_ tb~~:,.C\ --\;.;:t~t) __ Registered Georgia Land Surveyor ~ t _ ~\J: ' ,. , /'~V."t " No._ c.,-.t!,'';'~,n~-rr''':,' "___, --"..:...------- '~'~:..,~. , , ~.. . ' Date_LJi~:~~''-~~_ THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 36.376 FEET AND AN ANGULAR ERROR OF 0.01>> SECONDS PER ANGLE POINT. AND WAS ADJUSTED USING CRANDALL RULE. THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 39,374 FEET. CERTIFICATE OF DEDICATION The owner of the land shown on this plat acknowledges that this plat was made from an actual survey, and for value received the sufficiency of which is hereby acknowledged, does hereby convey in fee simple to the City of Peachtree City, Georgia, and further dedicate to the use of the public forever all streets and right-of-way. alleys, cart paths, watercourses, drains, easements, greenbelts and public places shown hereon, except those easements designated on plat as other utility company easements, and except those streets specifically designated on this plat as private streets. In consideration of the approval of this Final Plat and other valuable considerations, the owners do hereby agree to hold the City of Peachtree City, Georgia, harmless for a f i v e ( 5 ) yea r per i 0 d fro man y and a II m 0 net a ry I i a b i lit i e s which may arise from any and all claims. damages, or demands arising on account of the design and construction of public improvements of the property shown rlerein, to include but not limited to, the roads, streets, fills, embankments, ditches, cross dr~ins and culverts, and bridges within the proposed right-of-way shown resulting from any and all causes other than by an act of the City of Peachtree City Geogia. And further, the owner warrants that he owns fee simple title to the property shown hereon and agrees that the City of Peachtree City shall not be liable to the undersigned or subsequent owners in title for a period of five (5) years for any claim of damages resulting from negligence in exercising engineering techniques and. due caution in the construction of cross drains, extensions, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers and any other matter whatsoever on private property. Any and all monetary liabilities occurring under this paragraph shall be the liability 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 the owners subsequent in title to defend the covenants and agreements set out. IN WITNESS WHERE~F, ~ have hereunt~~, et by hand and affixed my seal thILLZ!l'I_day of__)f_VL.V ___2000. " ) '. ,. . ____/.-~-~~---_-(SEAL) -2 v~.:....:..(c~.::..~-=.~_~-.:.. ... ( ner NCYrARY PUBLIC, !<',\ YEllE COGi, J.'Y GEORGIA ~J I A J MY CO~IMISSION EXPlHi:3 DECEMB'ER ,i 2000 . ~ OBERT DAMS. N, I bPr~ STATE OF GEORGIA The conveyance of public dedications shown on this plat are hereby accepted by the City of Peachtree City, Georgia. This the ___d7__day oCJI.c.I<L__2000. THE Cny OF ptACHTREE CITY. GEORGIA 8y:_ /l.;v_ L ,{ ...--r<~_______ 1 Mayor Attest:_f~~~'L_ CitY-~rk NotQry Pllblic r.JJ.~ TOPCON 304 100' STEEL TAPE SCALE - 1t, - 2000' FINAL PLAT APPROVAL This plat complies with the zoning regulations, the land development ordinance and all other regulations governing the land development for the City of Peachtree City. ~y~-"--" 7.1'1-00 --~--~------------------------------------- City Engineer Date __JJaM~-~~~--_------------~lj~DD------ City Rlanner -\-= Date M.a~~.~------------2--~~:O-~---- ____-Jl1t~~-~~------------~~7-00--- City Cler\( \ Date GENERAL NOTES: Subdivider: BOB ADAMS HOMES. INC. Address: 115 Lloyd Avenue, Tyrone, Georgia 30290 Telephone Number: 770.487.4663 Propety Owner: 80B ADAMS HOMES. INC. Address: 115 Lloyd Avenue, Tyrone, Georgia 30290 Telephone Number: 770.487.4663 Subdivision Configuration: 1. location Peachtree City, Fayette County, Georgia 2. Number of lots: 70 lots 3. Net Density: 3.43 UNIT/ACRE 4. Street Length: 3,293 LOTS (70) 437,258 S.F. 10.038 ACRES DEDICATED R/W - 156,573 S.F 3.594 ACRES CI1Y GREENBELT - 93,834 S.F. 2.154 ACRES H.O.A. GREENSPACfr-40,641 S.F. 0.933 ACRES RETAIND BY BOB ADAMS HOMES INC. - 160,242 S.F. 3.679 ACRES TOTAL AREA - 888,571 S.F. 20.399 ACRES 1. NO EXTERIOR WALL WHICH CONTAINS AN OPENING SHALL BE LOCATED WITHIN 3' OF A PROPERTY (LOT) LINE. 2. H.G.A. - DESIGNATES A HOME OWNER'S ASSOCIATION GREENSPACE OR PARK AREA. 3. ALL STREETS RIGHTS-OF-WAY, AND CITY GREENBELT CONTAINED WITHIN THIS PROPERT'( ARE TO BE DEDICATED TO PEACHTREE CITY. 4. B.A.H.- DESIGNATES PROPERTY RETAINED BY BOB ADAMS HOMES, INC. GEORGIft~ fNn ": ~!1}1\1'1 ? ~ fit9,J ;lnd kecCll~ '- ,,~CI)-lllf /r ~~ ?O~Q Le~3f?~Lq~ , V~-- :3 3 \ de,; -."' L~Lf1b ~i.;", ') ,~il:'l,~~. '~'\d ...._:~ ~~ . ,'<<- . ... .._."....-"""~ ~ ~ ~ eJ V)l1. ~V) ~. a..~ a..~ '<{~ ~~ V)(/) Y1~ ~~ ~~ ~f!: ~;t ~C ~~ ~::> ;c::8 ::>g: G3~ ~~ ~~ ~t-- 00 ~~ ~~ l-t-- ~~ >- en <: o f:::: Q ~ U) L.Jj Q ~ ~ a ~~ ~iS o <': Q Q ~ ~~~~ (/) ~ ~ ~ E-1 ~ ~ ~5~ -, L1i a::: ~ 0..8 Z ~.~~ O a::: z t)::J E-1 ~ 08 o ~~S Z Z~~ ~ I--i ~ ~ 1- 0 >< ~~ ~ ~ ~ ~ ~ (3 0 0 en t..O a C'J I 0 II 0 to : to <t I 0 w L{) Z .-J W <{ ~ m u 0 (j) 0 -:) z z w 0 z 0 z z ~ z 0 z ~~ <( <{ (f) <( ~ z :r: ~ :c :)r- (I) (I) zN . .<( U 2 0 ~0 o z ~fn > I- o <( >-:>-:z mmo o~ Wo::: >~ O(f) 0:::- 0...0 o...w <(0:: ofoo w w zz~ ~30 (f)<(W WO:::I 000 . () ~ oM ~ o .~ Ol q) ,.,., en CO l' 1J I C o I{) 0 l' <0 ,.,., E Nl() ~ g- o ~ 0' ~ ;5 6 l' 0 rn CO t:.. '0 q} g >,.,., x 'C 0 a- o u- c ~.g 'c L.. ~ ,.,., ~ o 0 ,.,., -a. a.. () l' o <.!) ~ -u ~ . U1 c .3 0 ~ ...2 ~ n ~ v I t, n E -- ~ NrnO ~ ON f::: () __ to C tH '0- rC ;! ij rn cd .... rn ~ OJ Q) ~ .H Q1) ~ OJ ';> '0 'o,J',l.!' ,.1 CURVE TABLE CURVE LENGTH CHORD RADIUS BEARING CURVE LENGTH CHORD RADI US BEARING CURVE LENGTH CHORD RADIUS BEARING CURVE LENGTH CHORD RADIUS BEARING C1 117.12' 117.06' 1000.00' N87'07'03'W C23 20.45' 20.41 ' 88.00' 549'41' 40"W C45 59.33' 59.31 ' 550.37' 558'22' 56 ~W C87 48.50' 48.47' 442.37' 570851'5g"W 02 209.42' 188.45' 133.00' N45806' 31 "w C24 52.45' 51.67' 88.00' 525857' 43"W C46 60.34' 60.31 ' 550.37' S64836'38~W CB8 48.50' 48.47' 442.37' S77808'53"W C3 207.82' 187.31' 133.00' N448 45' 49"E C25 12.80' 12.79' 88.00' 504843' 11 "w C47 60.34' 60.31 ' 550.37' S708 53' 32"W C69 46.92' 46.90' 442.37' S83-19'39"W C4 317.33' 313.32' 575.37' 573.43' 44'W C26 17.16' 16.52' 18.00' 562.12' 49"W C48 60.34' 60.31' 550.37' S77-10'25'W C70 24.89' 24.89' 442.37' 587.58' 41 ~W C5 40.04' 40.03' 57S.37' S5S.56'07'W C27 28.60' 25.68' 18.00' 544-S7'39"E C49 64.09 ' 64.06' S50.37' S83.39'03~W C71 10.79' 10.61' 18.00' S17843'33"W C6 101.93' 97.58' 100.00' N 61 - 1 6' 1 9'W C28 59.01' 53.26' 38.00' S45.02'21"W CSO 25.00' 25.00' 550.37' 588.17' 18"W C72 129.34' 129.09' 600.36' 547.46' 12"W C7 97.83' 88.30' 63.00' 545.02'21 "w C29 24.76' 24.64' 75.00 ' N81.0 1 'oo"w C51 28.27' 25.46' 18.00' N45.28'23"W C73 74.99' 74.94' 550.37' 5S0.02' 17"W C8 296.38' 296.26' 2939.79' 509'54' l2"W C30 51 .69' 50.67' 75.00' N51-48'57"W CS2 40.91 ' 40.89 ' 442.37' 565.04' 35 'W C70 24.89' 24.89' 442.37' 587858'41 "W C9 3.18' 3.17' 2939.79' S06'59'02"W C31 27.02' 24.55' 18.00' N 1 O'56'07"E CS3 28.27' 25.46' 18.00' N44-31'37"E LINE TABLE C10 125.84' 125.84' 2999.79' 511.28'12"W C32 1.12' 1 . 12' 125.00' S89.47'03"W C54 28.27' 25.46' 18.00' S45.28'23"E LINE LENGTH BEARING C11 94.72' 94.71' 2999.79' S09.21 '50'W C33 46.21 ' 45.95' 125.00' N79.22'06"W CS5 42.31 ' 42.19' 158.00' N64.34'09"E L1 22.52 S89831 '37"W C12 60.07' 60.07' 1040.00' N84.09'25"W C34 56.32' 55.84' 125.00' N55.52' 14"W C56 28.27' 25.46' 18.00' N45.28'23"W L2 1 27.93 S89. 31 '38"W C13 74.68 ' 74.66' 1040.00' N87.52'08"W C35 26.52' 26.47' 127.50' N36.57'03"W C57 28.27' 25.46' 18.00' 544.3f37"W L3 782.71 S89. 31 '38"W C14 21 .89' 20.S6' 18.00' 555-05'33"E C36 27.02' 24.55' 18.00' S75.04'38"E C58 196.60' 184.16' 158.00' N53.52'OS"E L4 204. 16 S00833'05'W C15 23.34' 23.31 ' 158.00' N24.29' 43"W C37 9.58' 9.58' 600.37' S62822'26"W C59 169.64' 152.73' 108.00' N44' 3 f 34"E LS 32.08 SOO- 33'05'W C16 38.36' 38.26' 158.00' N35.40'53"W C38 54.86' 54.84' 600.37' S65.Z6'56"W C60 28,27' 25.46' 18.00' S44-31'37"W L6 127.34 N89- 31 '37"E C17 27.01 ' 26.98' 158.00' N47.32'03"W C39 52.21 ' 52.19' 600.37' S70\33'29"W C6l 169.64' 152.73' 108.00' N45.28' 19"W L7 155.60 N89- 31 '37"E C19 35.20' 35.13' 158.00' N58.48'51 "w C40 52.0Z' 52.00' 600.37' 575.31 '53"W C62 31.14' 31.15' 616.46' 546- 49' 56"W L8 266.00 NOO.28'23'W C20 36.59' 36.50' 158.00' N71.49'47"W C41 52.22' 52.20' 600.37' S80-30'18"W c63 72.85' 72.81 ' 600.37' S50-27'56"W L9 283.90 589- 31 '37"W C21 33.12' 33.06' 158.00' N84.28'05"W C42 52.82' 52.81' 600.37' S85.31'01"W C64 22.60' 21.14' 18.00' S54-14'23~W L10 11.37 500- 55' 30"W C22 50.95' 50.24' 88.00' S72-56'24"W C43 15.S9' 15.S9' 600.37' S8a. 46' 53"W c65 121.80' 121.72' 960.00' N86-09'24"W L 11 2.76 532.04' 15"E C23 20.45' 20.41 ' 88.00' S49- 41 '40"W C44 12.99' 12.99' 568.90' 5S4.38'01 "w L12 23.22 S89- 31' 37"W L13 31.55 N32.04' 15'W L14 8.76 S88-29'07"[ L15 27.12 S89. 31 ' 38"W L16 34.63 N89- 31 ' 37"[ L17 1.86 N89.31 '37"E SETBACK & SEPARATION MINIMUMS: FRONT SETBACKS: 52' LOTS: FRONT OF HOME TO BACK OF CURB: 15 FT. GARAGE FRONT TO BACK OF CURB: 20 FT. 82' LOTS: FRONT OF HOME TO BACK OF CURB: 30 FT. REAR SETBACKS: 52' LOTS PERIMETER LOTS: REAR OF HOME TO PROPERTY LINE: 20 ft. INTERIOR LOTS: REAR OF HOME TO REAR OF HOME: 35 rf. SEPARATION REAR OF NOME TO SIDE OF HOME: 20 FT. SEPARATION 82' LOTS: REAR OF HOME TO PROPERTY LINE: 20 FT. S/DE SETBACKS: 52' LOTS SIDE OF HOME TO PROPERTY LINE: 3 FT SIDE OF HOME TO SIDE ON HOME: 10' SEPARATION 82' LOTS: SIDE OF HOME TO PROPERTY LINE: 5 ft. SIDE OF HOME TO SIDE OF HOME: 20 FT. 0.9.3' S89.25'56"E ~ ~ . DRIVEWAY LOT EASEMENT~_____~ 24 , LOT 25 ~ LOT 25 LLJ () ~ I- LLJ > o 0::' o lLJ --1 Q ~ .. o U) '-- ~ ~ ~ eJ (l)Q.. ~(J) ~~ &~ ~~ -J~ ~~ ~ ~~ ~I- ~5 ~iE ~~ ~Q Y)~ ~2 <:0 ::>8: fJ~ ~ l~ ~cn ~~ 1--1- 00 ~~ ~~ I-t- ~~ (J)(J) ~~ 12.76' SOO. 35' 05 "w SCALE: 1"=10' i'- . r} . , . GEORGIA, ''\vrrrf~1t~ ' -,In, filed and Rec", l ,.1:,. cl-e-,,,,.- o,_~ ;; 2l:2co ,'ibfi"1lJl lrol)~ 33 _; rj~~__.If.L1~ ~ it. ~ ___{_ _ _"_ __~..:.; 4?:~_~e--c,~ o 0 ~C\2~~ if) ~ ~ ~ 0 ~E---i w w 0:: ~~ ~~ O~ ~ L5~ a.@ Z~ ~ .-:.. o~ ~~ O::z ti):) -0 00 CJ~ Ew :~ Z~ mLt, ~~ b -.J X 0 r:L1 z :5 ~ ... 0 0 (J) L() 0 N I 0 II 0 CD :: to <{ ,..- I 0 w If) z ~ w <{ ~ CO U 0 (j) 0 J z z wOzO --=:::20Z ~Z(J)Zt=C!; Z~~~::J"'- (J)?:(J)ZN .4: U2U~0 >- en o z >- ~~z ~m mmo >o~ 01- I-w Ow<{ ~zz~6g: c..?3; Un::: (f) (f)<{w(L~ WO:::: I n...w OOU<{O::: . CJ ~ · ....-1 II) Q) o .~ (}) Q) n '" <0 " +J I C o If) Q) "l,O ~ E N 10 v g- ;~ ~ '0 l ::J 0 " Q) (J) ex> " -u o '-J q) 0 . I > n )( 'C 0 0' C lJ.. C '2 c o a. ~ j::: Q (2 <..> ~ a .... rJ) ~ Q) Q) ~ . ,..... QJ) ~ Q) ljj ~ oc( a o ~ .- ~ E' t") " 0 t") a.. Q) ,..... Q) (!) ~ "0 ~ ~ I/) C j " n J2 ~ E v v n ~ I t'. ~E'OlI] f1-1 N (J) " L;. o c ~ C tH .(;>> ~ ~ i rJ) ro d ~ '> '0 N89- 31 '37"E )0 35 j C I '[' Y ~- ~~ f .- f') r- .. C'~ A 0 ;. .- ~. ~ QY~:: @'\~ @ \:: 7' .. "r- "('1 ~('1 <'~ .. t'). @"O;' ? <' t') <' t'I <' 13 ~.- ~ <' <' <' -z.. z. l.ft. 53.60' 53.60' 58.75' 53.60' 53.60' 53.60' @AO<' \"1 .- 12 '1" 5,789 sq.ft. 5,789 sq.ft. )' 53.60' 53.60' lVI1\P LjE C~F{OVE -----.....-- -.-- -~ -.--.---------- --. _....~-- ---------~ -~ ....- "---.' --.----- - ~ 6 1. 71 ' B 9.31 '37"W 50.20' ~ 78.00' n C'J 0 5,306 sq. ft. ;C 6,856 Sq.ft~ ~ @ ~ '~ N89-31 '37"E ~;} @ : 96.00' C/) r' '0 4,992 sq. ft. 00 ~ 0 S89'31'37"W ~ ~ 43 ~ L() 53.60' 53.60' 53.60' 77.12' N89- 1'37"E 53.60' , 53.60' 53.60' 77.34' ~ 96.00' O~ n.. @ ~~ ~q 44 '~ ,.-1 ~ 7 C'J C'J r~ Ai- ~1O ,_ ~U> 6,912 sq.ft. b L[') 4,992 sq.ft. ~ .~. @.~;~ f48\ ~ ~ r;r ~ 1 @6'~ N8~~.~~:"E o ~ 49 ~ <' ~ <' \:;Y <' .- } t') ~ .- -z.. -z.. n 0 , -<t<' Z. 00 0 Z. 6,214 sq.ft. 5,895 sq.ft. ~ ~ 30' 53.60' 53.60' 53.60' q.ft. 5,772 sq.ft. ~ i~ ~ ,f); '0 @ ..!:f a @ ..f:'1 a ~:3 6 R 3 68 R :3 ~ ~ for) --- for) 'I"-- 'I"-- ~ 'I"-- - 'I"-- ~ I) V) C/) @ 5,306 sq.ft. N89- 31'37"E 78.00' L16 C42 _---- _-'-----t---:--- - .--'-- C tt .__--------- ~- -'" C4-9 5,995 sq.ft. 5,877 sq.ft. . @ ~ 5,877 sq.ft. @"f 3 n n 33 0" C'J @f A - to g Co ;;j .. 32 <f 00 "<t cO ~ 0 <t. ti10 0....... "h .. ff) - 0 ) ( "0 ~ 0 ~ ~ z V) o. i.0 .- z- ..~ ~ <' o 0 -z, C70 -~ <' ~ L 15 52.00' S89- 3 37 51. 00' 130.12 r2- NOW OR FORMERLY PAUL HEARD 50 0 ~ NOW OR FORMERLY JUDITH M. MATHIS 7 :'i- ..C'~ .- ~. A ..~ c; fQ\"~ c; o '1" &.~" 6,345 5,789 sq. ft. 58.75' 3/4" R - Ari o. o..L...lJ.Q.B.I e , C~ R E ~E N BE~ T~'[' 6,345 sq. ft. . 1480.41' I.P.F. 1 II ROD O. 11' NORTH sa · 31' 37"W 53.60' 53.60' 1370.1 7' 53.60' 54.00' I I I 53.60' 53.60' ?'.. ~~ 0~C; .- -z, 5,825 sq.ft. f r-- ~ ~ <'~ ..~ u) @'l~ ?' r-- -\.0 ~ t') f2\ ..~ r- \[:;) ~ ()) <' -z.. 7,646 sq.ft. . ' C21 910.05 r r E~ f{ f{ 1\ C E~ L2 ( 5 0 ' R I vV ) --- ---.--- - ------- -- - ---~t__~.~ ____. 58.75' ~.......... S89.31 '37"W 7 6.00' 5,194 sq.ft. 0 @~ N89- 31' 37"E 94.00' s@ C'J 4,888 sq. ft. Ii) N89- 31 '37"E 94.00' @ 4,888 sq. ft. 0 N89- 31' 37"E 0 (0 . ~ ~N / ~ It) c.,'? 1 l 5, 194 sq. ft. / ~ N89.31'37"E / 76.00' / ___ (;<0ro --- - --------- - -- --~-- - -- -- -------.- -- ._-_!:~- - - - -~ L7COLjLfEf{srrOvVN VV1\ Y 7"W 112. 0' N89- 31 '37"E 52.00' 33.00' C~ I ~ WI Z ~ ~~ ~ n- NO .. 0 co . NN . L[') o o 12,371 sq.ft. '- ~ n C'J co C'J b o o z o C'J If) ,'~ .~1 :)~~ S s~ ~o9 \ HOA GREENSPACE 6,298 sq.ft. C13 HOA GREENSPACE 20,123 sq.ft. PAEKCREST BLVD L1 Cl j. jc ..-.--'" t-- - -- ---~---._-----,. -N~~:~9~4-4"W Qf ((30 FtjW) -'- o o C'J Ii) CB5 C9 I P .s. "/2" iEBAR / o J30i\01-1o ?fUHG1A FAYfrTE COUN'lY f:'i",,<, , 18 I ..) )"\ r,';;IJ{;qll~iJ In,} .,~ ___ ddy " 0wLl1~ ., i!j ~ (~: b.. A.iJ '- (J-- -.-) -:t-:J.' .- --'~. - fI_",}1. " . ..~.J~ .t'd6\;._"L!:!.S__.. .' 1) ,,,,I /)'.l \ .io ,~J ~ /(- ........... \. -. ,. /.- ". ' '- ~. '~_~_ _~..:. _ ....' v~--.s:- r. .l-'f. rill" .. -"----.- ... .... ;t... ~__._.. .~_'~--.::-_ 'J t; ., GRAPfIIC SCALE ( IN FEET ) 25 ! 50 t 5,617 Sq.f~ 5,616 sq.f~ 5,438 sq.ft. (0F1~ @6 ~~~ w ~ ro co C'J ()J \:;;!y It C'Jo _ 0 to_ b~ 0....... C'JO o 0 oo~ z Z N 0 b 0) o (/) I.P.s. 1/2" REBAR 100 ~ 1"==50' 150 I 200 ~ 250 i -- "" I I 1/ ~ // // /1 1/ ~ ~ ~ ~ fI. Ii ~ /11/ !i I ILl I ! I fl~ ! ,SV~N ~~ ~ s II II I~ I II II i:J E==4 ~i ! UJ f2 ! f---1 ~ ! /1 I x ~ (~ I---f ~ ~ ~ ~ C/)n.: Il: ~y> ~Il: a:~ ~~ ~~ UJ ~i!: \ ~a ~ C.B. \ ~ ~ ( ~Q ~~ ~8 ::>8: G)~ ~~ 00 ( ~~ ~~ C/)C/) ~~ o 0 >- Q) <: o r:: Q ~ t1 Q ~ ~ Q o <= ~OJ~~ (f) ~ ~ ~ ~~ ~ ~~~ 'l L5 fr: 1--1 a.. 8 Z ~t~ -~ o ~s E-1 ~ 08 G ~ ~.~ Z Z~~ ~~ ~ r .,... 0 X ~~ ~ ~ ~ ~- u ... 0 0 ()) L() 0 N I 0 II 0 CD ~ t') <( ,-- I 0 w L() Z ---.J W <{ ~ m 0 0 (f) 0 -:> z z w~z~ ~Z~Zr~ <(<(...J<(rO ZI-I::J'-- (f)~(f)ZN u~o~23 o z >-6) ~fnZ f- ..m 0 >- - >om 01:; I-w OW"'- ~13Z~6~ _3:0~(J) (J)<{WCLl? WO:::ICLW 000<(0::: . C) ~ ~ ~ 0 .~ -~ (]) 0 tt') (,I) (() " -4J ... I c rn 0 q) l.() E " (() tt') ~ C'>I l.() ~ a. 18 0 (]) 0 ~ Q) +J I 0 > Q) ':; 0 " q) CIl IX) t"'- o ~ q) 8 "-' x I > tt') .~ '1: 0 0\ ~ 0 lJ.. C 0 'c ~ ~ .~ ~ c 0 0 a. 0 a. Q) ~ " Q) N V ~ I c 0 ri Ii) 12 ro .-J E ~ I") ~ I ~ I") E ...-.. ~ (/) 0 ~ N " 0 " 0 "-' Q) tH c ~ 'Ql ~ c Q) rn :~ cd 0 Ir I I I 8~~~ I . (f) t~ ~~ Lt,~ ~. I.P. F. 1" ROD 0.15' NORTH LP.F_ ON LINE 3/4" REBAR NOW OR FORMERLY JUDITH M. MATHIS 20' EASEMENT ACCESSESED ONLY BY BOB ADAMS HOMES N89-31 '37"E ~ ~ ~ u ~ ~~ ~ ~~0 -, L5~ ~ a..8 Z ~t~ O ~~ ~:) ~ ~o8 c.J ~ ~.~ Z Z~~ F--4 I- ~ ~g X ~ ~ 80.01 ' NOB-59' 13"W AXLE FOUND ON NORTH LINE 4. 16' EAST OF CORNER 5.78' 93.09' I.P.F. 1" SQUARE ROD 0.07' SOUTH 1480.41 ' I.P.s. 1/2" REBAR 10 ~J h ' ~~-) ~) (1. -R -Ei ' -Ei ' -N -E-) -E' -[ '.[-1 ~ r _ _ j. j I __) _ j _ _J 1370.17' 62.95' CI'[lY 106.47' r N08'59'13"W 53.60' 53.60' 53.60' 53.60' 53.60' 53.60' 62.95' 53.60' 53.60' - JD ~ CO ~ 1'0 ? f f f f ~ ? @ ~'?- ~~. @S: ~~. @'::- ~~. @~ ~~ @~ ~ '7- o ~ - .0 ~ .0 ~ ~;. t'l ~ 0 17 q.:: 16 ~:: 15~:: 1 ~:: 13 ~..- @2 ~ 4 <" ~ <" -z.. . ~ -z.. ~ Z- - . 6,799 sq.ft. 5,789 sq.ft. 5,789 sq.ft. 5,789 sq.ft. 5,789 sq.ft. 5,789 sq. f~ ~ r- ~ f ~~ .r- ~C"~ =- ~. ';. t'l <" \iI. t2a~ ~ @9 .~ ~ tf8\ '~~ 'e!I -z. ~ ~ Z. 5,789 sq. ft. 6,799 sq.ft. to t'0 "<t ~ ..- ,..- 0 t'0 . '" (J) PARK WAY ESTATES PHASE 1WO P.B. 12 P. 139 ZONED R-43 93.10' 589.25'5 p, 76.00' 53.60' 53.60' 53.60' 62.95' 5360' 53.60' 53.60' 53.60' 53.60' 9- 31 37 E 910. 5 J\;Il\P LJ~ c; r~ 0 V E~ rrE~ [~ r~ 1\ C~ E~ 15 0 ' vV 1m ___- _-___ ______u~ . ----_-.____-_ L3 661. 71 ' 589'31 '3 'Vi 55.66' 53.60' 58.75' 58.75' 53.60' 53.60' 53.60' 5.3.60' 53.60' 53.6C E=~ ~~ ~1 w : ~ "<t }1J ..0 ~ ~ 7 t") 0 -"",h"'" b ~ r---1 0 r<) ~l z b 0 ~l z ~ 0 >=1 E=1 f--- 1 (~ o z :5 EASEMENT LOT 24 @ 7,596 sq.ft. S89- 25 '56 liE 93.12 , 12.76 SOO.35'05"W o DRIVEWAY C? EASEMENT :;3 @ LOT 25 7,730 sq.ft. S89" 25' 56 "E 93.15' loP .F. ON LINE 3/4" REBAR o o rr) co 11 6,327 sq.ft. 5,772 sq.ft. 5,772 sq.ft. ~ ~ ~ ~ ~ ~ ~~ ~~ ~~ ~, ~, ~, R3@R3@RS@5R3@6R3@RS@S? ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6,327 sq.ft. ~ ~ t~ @ C\j, C\J~ ~~ ~~ 0 ~fv) 0 ,~ 0 59 Fi 3 t60 fi 3@1R3@ fv)~~for)"- ~- ~ "- ~ - - "- ~ C/) C/) 0 0 m I.{) 0 N I 0 II 0 <D :: r<) <.( ~ I 0 w Lf) Z ---1 W <{ ~ co 0 0 (f) 0 J (J..l c.J1 ~ <r: d _ ('.~ r-.....q- ~ ~~ to ~ ~~l E---~ o o n 00 AXLE FOUND ON LINE N TO LALLANDE/SCOTf 0.26' WEST OF CORNER I.P.s. 1/2" REBAR 589-31 '37"W 53.60' 53.60' S89- 31 ':37"W 53.60' 72.60' 53.60' 53.60' 58.75' 5 2.00' "<t rr) z z wOzO -oo:;:ZOZ ~ZU)Z~~ Z I<.( -1 <.( ~ ~ U13:~zN u~uy.~ -r- L() LJJ a f")~ N"-- - r-r) @~~@ W It n ~ N N .. r-r) ex) . NCO - 0 o .- o (J) @ 7,732 sq.ft. W It W r-r) ~ It ('Jr- t'0~ @~~'5eE~ o ~O"-- (J) (/) V W---1 ~ ~ ~~. W 0 ~-.- 0 It ~ L() ~ ~ (/) _0 f--1~ jl ~ nO "' ' ~ cc: o o z ~_~ ~ ~lO ~ L(J <t'~~ ~l--S r1' 0 NEW ere) D w . @~~ 5 ~ ~ - 0 o ,....- o (J) @ -------~ --~--- LP.F. ON LINE 0 3/4~ REBAR L() w II 0 L() ..-- .. t'0 0 5 0 b 0 N 0 t4') ..q- Z" co 11) ~ 0 N Ii) "<t N I }U 0 w Lf) =: 0 ~ tiJ 1'0 ...- b t<) 0 b z 0 z -------.--- I.P .F. ON LINE 3/4-- O.T. S89.25'56"E 93.15 ' o z :>-: .. ~ z (:m ..6)mo >- - >00) 01:; }-w Ow--.. ~~Z~b~ _3:00:::- (J)<(Wo...<.? WCk:Io..W ooo<(!.t: 5,409 sq.ft. 5,6.32 sq.ft. 5,632 sq.ft. 5,632 sq.ft. 5,632 sq.ft. 6,630 ~.> 33.25' 52.00' 52.00' 5 N 89- 31 7 E @ 7,730 sq.ft. o o t4') 00 ~ - ~ ct\__~~ ~ ~~- (J) ~ ~~ ~~ ll..~ ~~ -J~ 5,877 sq.ft ~ ~ 5,877 sq.ft. @ !n ~ f 3 ~ ~ 5,861 Sq.ft.@2 4'''0 ~ a @7 :t ~ ~ ~ '; ~o ~ 0 CI) ~ ~ 31 ~ o. \0 <" ~ Q 1" ~ ..~ ..~ ~ <" ~ ~ of) \9. 0 <' z. ~ ;;< ..~ ~ -~\ C6f?5 ~ ~ ~ ~ ~ ~~ ~ ~~ i=:m ~ ~e ~~ 00 ~~ ~~ ~~ ~~ CI)CI) ~~ L9 Df?lVE (50' R/wf 8 .3 '37"E 2 1.67' 69.45 53.60' >- en L{) ---1 . C) ~ ~ 4) 0 .~ .~ en 4) I"') (I) co " ~ ^ I s:: rn 0 4) " <0 ~ E h N Ii) '<t a. 00 0 Q) Q) 00 ---.. 4> .~ I 0 ~ <l) ':; 0 " (I) ~ " --0 ~ '- . 0 ~ ~ x .~ 'C 0 0) Q.() Q U- s:: 0 'c ~ ~ .~ I"') s:: 0 0 0 I"') Q. Q) 0... 4) " q) 0 N --0 ~ . J s:: .3 0 Ii) J2 E I"') 'U '<t I I"') ~ H I"') E ---.. ~ CJ1 0 f " 0 " 4) '- 4> tH .~ ,.q ~ 0) s:: 4) Cf) OS cO '0 ~ ~ C'.I L{) o 0 cO~ o t'0 ...- b o (j) a ~ Q ~ (/) UJ Q 44.39' S89- B.A.H. 5 .01' , . AXLE FOUND ~/,,! (.~ ~!I I I N 88- 29' 0 7 "w 663.56' GRAPfIIC SCALE/ ( IN FEET) / 100 / 100 , I 1"==f)()' GEORGiA, tA~l:Ttl cuutHl , filed and Ra1)t~~u tlll~ .__.~ ~~"".--- of ~ i9 _2C{)()-'Q~~~jL)L .--- , . l Oock .. _.____..33. lil)i~. --"./~t ~;>> ". . / / ') ,;; J) !..~t~ ,:i, :__ !~;~~~~~~:~~~_Gtot' / / 200 t ~ ~ Q 250 j 50 0 ~ 25 ~ 50 I a.. ;! ~ o ~ ,IJ <<~ / o 0 . tJ ~~tsr-1 (j) FINAL PLAT APPROVAL This plat complies with the zoning regulations, the land development ordinance and all other regulations governing the land development for the City of Peachtree City. Ct ~t...A.-. J./. 1/ · " I ------~------------------------------------ City Engineer Date ____~~~-~~----~------------01~U~OL---- ~~e~onagel ___________________~~~~QL----- ~k~----------------~~~:L----- FI~JAL SURVEYORS CERTIFICATE It is hereby certified that this plat is true and correct and' was prepared from an actual survey of the property made by me O~~f.f'JllY supervision; that all monuments shown here~,.' .,..!.~~~~ li~~i~t or are marked as "future" and their locat.l ~i~~!~..~~..~\and material are correctly shown: This plaL,~fo, t~ l~ ; requirements of Georgia Plat Act. I .J: , j , . . ......' Registered Georgia Land Surveyor Date O(~~o ~ C)_~ NOW OR FORMERLY JUDITH M. MAT~~IS - ---------l---r--- ------------------------------------------ - I I - - .- - - - - - -- t- -; I / , / I / ~I /1 //~ IW 1/2 IW 1 I (J) I <( I W Ihtex: 1--7 1 tx.J I l1J 1 0,584 sq. ft. /fTl 6 I~ ICL -"-i 10 10 0-J /~ I. h /'- I~ (j) IlJ - I~ / CJ 10 leo / 1 1 I I I I I I I I I / I I / I I I I / I I / / I t I I I ~35' crry c; I~EB~N 13E~L/r 1370.17' 53.60' ~ ~ ~ (3 ~ ~t1j ~ <C go..: I- ~ 0 l? ~ L5~ CL8 ~~ ~ ~.~ ~(: 0 g:z ~ (j)::) -0 ~ 00 ~~~ cJ Z Z N>- ~ (j) It ~ r- 1-4 ~g X 0 w z :5 ~ N89031 '37"E 54.00' 53.60' 53.60' ~) c^~ . I <<'0 ~/ ~ /[/ 0'1 ~~() ~ ~" r- (j) ~ cO ~ --=::- . ;,/ ~ r 0 <t (f 5 \\ t'J ~ ~ // O<t ~ ~~~ - ~ -Z- ~ @-~~t~ @ uJ -;. \.f) ~ ('\ ~l) t" "co ()l tl) ~I) ~ ~ ~ <j) CD -~1- ,....- 0 0 0 (J) rr) N N I 0 II 0 CD :: rr) <1: ,....- I 0 w ,....- Z -.J W <( ~ rn u 0 (j) 0 J OW~JERS AC~<NOWLE DGMENT The owner of the land shown on this plat and whose name is subscribed hereto, and in person or through a duly authorized agent, acknowledges that this plat was made from an actual survey, and that he or she is aware of and acknowledges changes shown on this plat. r~ Owner/Agent _ ~~~- ~~..::/:;-~_ . . I I . I ..~ 1/-, \._.: Date:____,.:..L~_. . , ")tx ~. ~ o ~ z o <{ :2 "~ '01 ~tO~g 2 S ro:) ()'J \~(). fu-j OA GREE~JSPACE ----.... z Z LLJ~Z(L 2z8-.J~v- <t: <( v I <t:: I- 0 ZI-.J(?::),-- U)3.zN . .lL! .<( U2n::Y:0 \ \ \ \ i I 1 1 ~~ 1 -- -- -- - - - -- - - - - - -- .J I~ ^ [~ I ( (~ [{ E~ S rr 8 LJ V D . \ LEGEND o IRON PIN SET f~ / vV RIGHT OF WAY \ o z >-~ )-:~z ~ ..rn 0 >- - >orno8~ I-w W>O::: ~zz~o\- 0~uo:::(f) (j)<(W(Lc'? WO:::In..W OOU<{fr::: GRAPI-IIC SCALE ( IN FEET ) 30 0 15 ~~ 30 1 60 -~1 90 L 120 \)- 180 -~ ~ ~ ~ w C/)a.. Q::C/) -<(. ljJ ct &~ ~~ --JQ: ~~ U1 ltJ ~~ ~ ~ a ~ is 2: ~ ct ~ 0 0 ~ ~ ~ ~ ~c C2 (J) U) ~ u UJ ~ g ~ 5 ~ 0 a I- ::> 2: 0 Gl~ -J ~ lJJ fljQ) Jf2 ~~ 00 ~~ ~~ ~~ ~~ C/)C/) ~~ 1"==30' NOTES 1. NO EXTERIOR WALL WHICH CONTAINS AN OPENING SHALL BE LOCATED WITHIN 3' OF A PROPERTY (LOT) LINE. 2. H.O.A. - DESIGNATES A HOME OWNER'S ASSOCIATION GREENSPACE OR PARK AREA. 3. ALL STREETS RIGHTS-OF-WAY, AND CI1Y GREENBELT CONTAINED WITHIN THIS PROPERTY ARE TO BE DEDICATED TO PEACHTREE CITY. 4. DATE OF FIELD SURVEY- 11/29/99 5. IRON PINS ARE #4 REBAR TO BE SET AT A FUTURE DATE NO U.S.C. & G.S. MONUMENTS WITHIN 500 FEET EQUIPMENT USED IN PREPARING THIS PLAT: TOPCON 304, 100' SURVEY BY PERIMETER SURVEY CO, INC. >- ~ en ~ THE PURPOSE OF THIS PLAT IS TO REVISE THE FOLLOWING: REVISE THE LOT LINES BETWEEN LOTS 1 &2, 2&3, 3&4, TO PROVIDE MORE SUITABLE ACCSESS TO THESE LOTS. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 36,,376 FEET AND AN ANGULAR ERROR OF 0.01" SECONDS PER ANGLE POINT, AND WAS ADJUSTED USING THE CRANDALL RULE. THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOU~JD TO BE ACCURATE WITHIN ONE FOOT IN 39,374 FEET. . 0 CI) " ~ u .~ .~ 0> 4) ~ ~ to " ~ r.. I c rn 0 " ll) E " to n ~ N II) -.f' 0- co 0 Q) Q) co ,---. 4) ;~ I 0 > Q) :J 0 r:: 4) (/) co Q ~ .; 8 "-" x I > ~ · f"""'4 'C: 0 Ol Q1J 0 lJ.. C {) 'c ~ -t .~ ~ c 0 0 0 /f'} is. Q) 0... ~ ~ I) N " ~ I c 0 0 10 ..Q -l E n roo -.t , n ~ ~ ~ E ,....... ~ (/) 0 ~ " 0 " ~ -.- tH c ~ 'ijl ~ c C) rn '> cO '0 PLAT WAS PREVIOUSLY RECORDED IN PLA r BOOK 33, PAGES 146, 147, 148, 149. STEEL TAPE REVISED CURVES FOR LOTS 1 ,2,3,4 CURVE LE~JGT~~ C~-~ORD RADIUS BEARI~JG C16 19.'20' 19.19' 158.00' N32012'27"W C 1 7 1 9 . 20 ' 1 9. 1 9' 1 58. 00 ' N 390 1 0' 1 '1 "w C19 32.17' 32.12' 158.00' N48029'03"W C20 66.58' 66.09' 158.00. N66e23'25JtW , '.. j", a .U~ ''4,.,,1':1. , .1...... . '. '. ,.~. ,;t...:~ h ~'.'~~. jl~,~ ""~I. 7 ' ~.<I' ". .... .. ~. . .'.,: ,-:,u.. .#<".J "'1."'" < ~ ".t ". : ., ..1""/."""". '"......J... ~.,.;. :~J. ~ .........-t.:. ;~.,-'.~.);.>N "-:'..' d /},1 n ~J\" 't ll(j - If .'1 ..' ,c....'." .lL." ct':.,!t'#:3< .". .,...... ;t.~ '';..'.'t. ~ "'''':.........1 . '. ..' .. t ' h,. , I! ~. ',t, ~,~:~f4'1;~I<C.~ll;?;~A,;,~ "'._'iIt ::J."''''''''''; "...~ .':;';"~ ". 71.' "i':~). . t " (,;.. ,~:ll.... ;' -';,'" I .,:9 Y; .H"''' t: ,...,...... .."." .~/ .- ,( -_."""..~-:l" -' ,- - :.t-. ~.. ". . OJ. ,.."... "":.~.... J,,)" ..'>>.. ,L~") 't.~~'i.... ...,- ~L....--,U ,,.. ..fl,"'" '~.~:J.'~ UAi':..~.:',,~}.. .-. '1'-' '~ .-- 0 ~ I a <<l: ~ Q I T- o d ..-- ~ o 0