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BellendenL A ND LOTS Certificate of Dedication State of Georgia 124 125 132 8 133 County of Fayette -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, do 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 rlghts-of-way shown hereon, alleys, cart paths, watercourses, drains, easements, greenbelts and public places hereon shown on plat except those easements designated on plat as other utility company's easements. 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 five (5) year period from any and all monetary liabilities 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 herein to include the property shown herein, to include but not limited to, the roads, streets, fills, embankments, ditches, cross drains, 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, Georgia. And further, the owner warrants that it 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 3 period of five (3) years for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains extension, 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 liability occurring under this paragraph shall be liability of the owner. It further warrants that it has the right to convey said land according to this plat and does hereby bind it and the owners subsequent in title to defend the covenants and agreements set out. In witness whereof the undersigned by and through its duly authorized corporate officer has executed this document this 12th day of Jules 1991 . Equitab Lif Assulintolvociety of the United States , - ffKn, »y Se() vice President 'Notary Public' "STATE OF GEORGIA' .fob/ Cottt' 6S1'QA XP4'?9 8ILP t. I 1 i�31 The conveyance of streets and rights-of-way and public dedications show on this plat are hereby accepted by the City of Peachtree City, Georgia. This the Z Z day of 19 THE CITY OF pgACI!jpEE CITY, GEORGIA A Bv• tt"•'/ Afayor X test._ �City Clerk "otarY Public" MYC,a„t�rtts3ian �.t�ir�s ��ti. 16, 1'33 RECREATION LAND The land to be "Reserved for Park and/or Recreation Purposes' in accordance to Section 705 of the Peachtree City Land Development Ordinance is: 2.07 acres located at the 10.303 acre site at Blue Smoke Trail, in01:a, rhe ZONE R-15- 0 -rnAe%V FRONT 40' r NoPer"%on fi SIDE 10' ■� REAR 30' a (EXCEPTIONS NOTED ON SHEET 2 OF 2) ITEM Lots (Number) 69 Streets Greenbelt v►ner lopet:►►yl Totals r SQUARE FEET ACRES 4,49$,278 34.40 236,808 5.42 269,050 6.18 2003,836 46.00 " N DRIVJ( PR t.AtCE LOCATION. KEDRON • VICINITY MAP (Not To Seale) NorE: x 16'� STEEL RO0�� SET Ar Lor CORNERS, No PINS �E r A r P.0 & P. r. OF CURVES UNLESS IT 13 Lo r Co12NER- Record ed July 25 , 1991 Plat�ook(s) 22 Page s) 20 a 21 Fayette County, Georgia Sheet I of 2 I have examined the Flood Insurance Rate Map for Fayette County, Georgia Community Panel Number 130078-0001-C, Panel I of 2 and it Is my opinion that this property Is not located within a Special Flood Hazard Area as determined by the Department of Housing and Urban Development. No I r � j� DISTRICT FINAL SURVEYORS CERTIFICAT7TH E 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 actually exist or are marked as "future" and their location, size type. and material are coir %1111: This plat conforms to all requirements of Georgia Plat Act. By_ �Registered Land Surveyor No. 2261 Date July 12, 1991 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. rf•/ti"- ity �ngineData r 101j .A� of/City Managei / Vat ty Clerk ` - Date MAINTENANCE GUARANTEE The undersigned, its successors and assigns, hereby warrants and guarantees to the City of Peachtree City, the full and complete maintenance of 3 certain improvement known as Bellenden and more particularly shown in Plat Book 22 , Page(s) 20 S 21 , of Fayette County Records. This %Yarranty 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, bikepaths, cartpaths and 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. The developer shall correct and repair, or cause to be corrected and repaired, all damages to said improvemews resulting from any cause whatsoever. In the event the developer faiis to correct any damages within (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 provided by law. The terms of this Agreement shall be for 3 period of two (2) years beginning on the date of written acceptance of said improvements by the City as evidence 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 are still unrepaired at the termination of said period shall ,remain the responsibility of the developer (written notice of said damages must be given prior to the time the two (2) year period ends). IN WITNESS THEREOF, the developer has caused this Agreement to be executed by its duly authorized officers this 12th day of July '19 91 BY: " &A91L TITLE: PRESI ENT Deachtree city," deve op ent corp, manage.r *Q Box 2007404-487-8585 LEGEND: v U r 1J •� CENTERLINE CURVE DATA IRON PIN SET 0'11 r 0 Go- I.P.F . = IRON PIN FOUND\ v • ,1L�L J `' r;,, i I' �.,� mA�cU.. 'ORD .; R iV1i RIGHT-OF-WAY � � L; S _,.75 = CENTERLINE °� \ x75.00' 46 52' 04" 7' ' , t` L 37.26 e5✓.90 N23 26'02"W � � N� � � V ' `� � =PROPERTY LINE � � �°i , �-- 1 `-- ✓ \ , JCG �J�, \ r nr, �� C 1172`3.00' 45 i0'04" 308.04' 426.33' 787.27' N22 35'02`•"-, �^• 7- \A � i�, F NOW 0R FORMERLY � � ,r � � oz� 5lSIL[)IN%S0 LINE .", Kj 385.00' 35 51'46" 240.96' 124.59' 237.07' :�72 174'07"W CG' O r: t - u z- h� 01`� \ 4 405.00 90 01/ 1/u 60.. / 405. GO ` 572.76' 1\09 06' 14 "W Z W O INSFT Q 3 G NOT rc SCALr C 364.73' 35 56,551, 229.05' 118.44' 225.30' N17 59'27"W ►:: 64 03, 18" 608.82' 374.03' 555.68' S42 01'39"L- x < W \A ^ V� ' J - -- 7� "305.00' 35 3C' 00" 168.961 97.63' 135.97' h66 18 ` 18"k c% u 1 -+•* .�' `� rT �� ✓O' �Ga. UTILITIES EASEMENT `? iti. ' �s 1 p. �,V -- TYPICAL -- 0 !::s '' 111 4� `�� 8 275.00' 36 1642" 174.12' 90.09' 171.23' S07 03'10"L .'� 2�,,7! 9 s,JrT Ci' Z � Ste. J•?b0 �, NOTES: A. 79.29 • �� ✓� �Q � K J �i S b� �'�' 29843 �;�-r"T �' r% �i��7 c 1. THE CITY Ok= PE,�Ct`iThEE CITY RET 11NS A 20' �V uV '3G 7 �� �.. �� ��f EASEMENT '10' ETHER SIDE OF PIPING) FOR ThE PURPOSE OF INGRESS, EGRESS & REPAIR OF ALL r u ✓i �`� STORM DRAINAGE STRUCTURES. 2,,.17 �, � � , �Olt� o y : �,• rF �,�� � I 1 � � d tet. �, � � \ _ „ sr 1792! Sv! T y� 4� �, �i�J RETURN RADIUS FOR R I W OF ALL 24,298 Si]! /r � s? U� S " ^L IS 7,.,. t or 4A IV 2.11577 SO. rT Z. LOTS S 25 28 3`= a GO REQUIRE FRONT 208 o ry a ' � -,'��- SETBACKS ('_; ON BOTH SIDES OF LOTS ABUTTING d�ID `' `\' '' (tio;ti` �{OG rk01�T . `L ,`�, \ ,�, ds�0- STREETS :S PER CITY ORDINANCE. SEE �' _�( holy - 3}Q1 ;+. .ALL DISI�:NCES SHOWN „LONG CURVES .;RE ARC• 2G,2b6 Sw.! T �SeTbACK 2, 234 ,SQrT ` py1 11,E Ju Su.. l^ r^ ^_E` L-- ------ -S' V • h %, /� Di tHN1.. .J. ` 8 / V Q• Yi/ --V - r' 200.00 7.00' 073' J0.G0 YUuI% LOA I 25' r r n n ++ 17,500,6 r120.00' ? %' 00 / -"_' �� `' ' • h'� ^0 .# SIZE NOTE L \�o rthCe?� aL�. o , I- --- --- 2� y41 sem! .-r- p StTt7.1CK SETBACK p h I 23, J 7 19,000 Sv^^. Fi. .�, 21 907 SiJ. �7. � � �� ✓ �, • `7 � r: ! f ^ - 2G' UTILITY tASAEMEIN �• \ LLE- ,, 7 -N- nnv 1�/� - /- - 20,687 SQ.,-[ ! t % t� l 'eJ' NOTE 22 24 3 Sv 60 !A 1 h. 1�,, `^ 050 S � .�, u -�. 51 J Iti0 o n N 90.'0" 000�v Z p w �►�� C ^ , ;,� - 0 =` i `� '� \ �j'" ! O L+_ 20' GM. UTk1T" E.ASZkENT- -, O , ' �- f b. �� ^� 1 Q ; ; O I - -lid n • i, .r, �, „ - --E -G ter. J 7-'_ _ _ ' ' Jd. �� 0'j `� �, \\ ` �OS p �G- Ih7 vu - /_ I0 _ _ 7 v :`��107 p 1'� 1 a;0�0 S0.! T. I ---) 8� v� =-- t _ \ '��� U ITop ' Q 4 O az „�. ' �' \ ( u sr , v \ /,s�' cq �� �+� ? 1�� v. O_ `� 3✓ 03� SO. r •O N 90 00,00 /� � J I � � \ � 7 � � �`S \ SCS TJ �'Ti� � ��'.`i�� %i - Z•LIZ ; \�r,�00' ' 17099 SG.-j24d; 3 Sw.r i1., r66! '��--s�-�O-00'00'�� -la ,o j '`, .�' `� ,'� �1 ���.b ��\\r' �� % _ - `�' c� -----179.8 -/'-- I r46) a,_ o . , ` j �\ �`'o s �� �r I�` p 2 y 452 SG. `T.\�' 1 y, 550 scr T.20' liTiL;TY�� ^ b EAStMEr O •O \ 19;453 SG.!=T. \ , ' 7 • �%'�/� `- � � 2.�, l b'0 SG %T. � •�or� _,, - 18• MMS„''' J\/� �, 1 _ _ 17,404 Sv Fj. i ��+�•`� 17J ^ a0' r ivLiNj- �'p ter..- w. ,/ / .\ l; ' V: MiAiIAI ' ^\ \, ^ n f' V `J `I •'S' At or f C N a J y0• '"00" - _ �/ 4J. o �J,; \G' y Y.•� �,�� /? 5 I w h. b _ ! `•� -t r .� 1 , N '�`� �%�� i�/ '�' a ✓ J\ n�Q v fs �A I Q 4 7 7.0a te. 20,392 S0. /. 163.7b � �. ��� � 1 6 0, °} z ? N, a , - �� I 21496 6`0.17 Imo, ^Z.l�y 76 1 ' ` w 18,865 S� F r. � 3794'21.909 SvrT. ! J N N � 1.03' 1"66``� S, /yl°w7 , ' N b o •7.� 4" �,/ 1 y, 07 4 S%! 1. ;1,9 � , .� 4 � 20• ��rsrh�ati PAl r, EASENiEhT k 17936 SIS F -j 1 _ 1\.I � 4, 2703' �� ( l0_ 037 [-- Q; i9it co� �4 I `. 2701 SvFj. w �G�;� N ��'•$j2./ `t �� `°'�\22 990 S12r> R� ' 0 I1 vZ -� 5 s O_ l'`3 ��\ f NK�c1J�� A 2 052 SG. rT. ;,;s:�,,�Y Icrie // 29 44 SU.Fi-b 603 I,< v, / ^ 7.9,860 SO.! r e 2,012 sO,Fr. 41��1 .Ii Y �� VV^NYZ E Af FSS -1 ry �%, \\ u�GiS 6�' F !, N / i Pi, 5�v.'i SO1' Jr ! 'SQ V 21 C 1 IS`l NOTIf S. 02*;Dv- �%� i` ! '��� � �°c/� 2?. 901 Sv.!=T. • ;,�� h 1, '�q� y� ,�,� _ _ - -b�, 4.03 �� 24 r�63 Sw. r=T / / V k,T f 1 �'3'•- yti -./ 61 `'� • \ J• ' y,9' �� N� Y r; / li %• __ �J IQ "s 1 X55' s u s°--�SFF,\ a ,-I- -�, t ��� ` \ �� `' oil, I ' ! ���• :i7r�'l.•4 �J °2 r / ' ` SO. FT 2 1. ' 362 (SIZE h 15,20s S?Fr►�.0 , T p h klez) 7� hGH � � � 7 �. \ � /,i h p� r'Is 108.b'7' ;2 ! �'� 4" 1� , L� dd �•/7�. -��sv `\ i 3 �` ri�M o �•!! !\� 7 `J. 7 �U ^ '� V �V �/ ��`%�' LY- �S• Tioc:4T�� 121,16i . .. W rTZ3 r / i `i l�aa .) '� j �/� �►? r h is lr y'^`�`S 8v �2' . ` j u`� CSS �- y,b, 1�,9•� SCdrT �✓ ! �'X r�. /-'� DRAIN'. AS9ti'-T "'S `yT ,� /� „F.r � M _ �V,l � p \ ftiq� �• �� -7 / \ li, 2Y, 'J✓✓ SIJ. �. 1 J,8.3J n F' � ! \L_l/ _ iV .SIJ., .. r 104 'y0. myoc STRUQTUR`= TOP i?r'V . T:` T'. -V . OU'^ o , o c O ' bJ- °� �`,yp C ` � �j/ /} l�i i �` r �' `% 17,067 Sv ! % ~ t �J �� �'�• ... i Catch Basin .�, C. M.P.. t1UN �_ `'J '���• \ `\; �� Catch Basin 515.44 181, C.M.P. 1LYr� \ 1 / JV �)� ,b.74 .SV.. /. SJR �,� , ,'�' �' •�' 915.37 2 4 " C.M. P. C58) _ 2062_ �� 11 ;1'09 a✓ 4' o;,�,/ -c care Basi:, 514.75 5,2.7, 2 " 5 Slur/. y �► \ . � 4 C C. M. P P. � `- \ � 1 � Csp � /� i � � � Jv J °� �'i • � �O �. cc��I•� � \�` � Z_ iL 1-C Catch Basin 504.75 504.67 24" C.M.P. O �.. _� ► ^ (� �, C� I /b0 r\"3kN p 1 ..unction Box 5.0.22 a97,68 24', C.M.P. a� ,�O� SO' 37.38' I �� mss' '\� / u 897.58 30' C.M.P. �' ' ' �S f`v 0 2-A Catch Basi:. 686. 16 18" C.M.P. ,• , A , 27,335 S0 rT. <<\ 2-B Cate: Basin &84.5: 18" C.M.P. `�J ��p - �ip 'SJ��7- /vv � 'p �' x84.61 12" C.M.P. f S!i ,✓ 3 sr,. \ \ �� /\ c 'z 0 884.50 18" C.M.P. CJ.Fit�!VB�Lr fwo�.hiV J � \ 3 2-8-1 C.M.P. added 887.05 12" C.M.P. V i t+J Y -"c I/ •• •► i li r -Z 124 2-C Flared End Section a81. 95 18" C. I%. P. O V O 3-A Catch Basin 876.25 18" C.M.P. 3-B Catch Basin 875.36 18" C.M.P. D '\ 26,3170 SO. F j z zti �\ rn A � / / k ' R 875.30 24" C.M.P. -� o c kn 3-CFlared End Section 871.02 24" C.M.P. 7C Ci (�s Z 14 v t '�t�-ice✓��J j N �/ o ►,Z \ \ , , �. / / 11 2 93 Sq. U -C'✓ w 4-�► Catch Basin 868.86 18" C.M.P.'� \-b �' o , v � ►V `iJ l.S� `�'�, \ ^ h� � / 20' GA. UTILITIES EAScMl;I�T '�R�� � . �_ {J �iJi Z � � � 2✓, ,? 1 4-B Catch Basin 868.19 18" C.M.P. ►--� 1,7 �,,, o N / S u�s�T �o • -• oa Q /`C / •� O 867.56 24" C.M.P. lx C W � . 100 �.Ai If 4 Catch Basin a67. 15 18" C.M.P. /\/,•,/•�•%�I� r 864.93 18" C.M.P. "v r✓�" rv3 I ,� - �'� 7513' � '� � 884.x1 24" C. . P. GRAPHIC SCA 864.58 30" C.M.P. �JV.27 Z '•4 { .! a Cn it a M.P. '34 r <-C-: 18" C.M.P. Added a72.97 18" C, �� �J s , PF I L ENDEN 4-B Catch Basin 864.58 x61.07 3 0 " C.M.P. l (J) a? 1) * ' ,�N ° 1 / a I N/r 115 t5 1 4 Junction Boy: 845.7' 845.57 30" C.M. y � \,V • 7 03'07" W 8� -G Catch Basin 866.75 18" C.M.P. 317::' IPA oximole Looalion 7 1�` o Lond -ol #ina ., ., city 5-A Cac.c: Basin 84x.05 30" C.M.P. L•L• � 151J0vTP.! t,11��'C 15UD1 lVlSIO/7_� -. -. ' �. 2�r_- 847.81 36" C.M.P.: ., - �' -B - End � �►:,:Ct,�r 1 � development corp. -' S ..aged ..nl. Section 840.94 3n C.::.P. � �.�. �2,,, U Pte; r S'vvlt\ P;,1 & 2 b;_aNK SPACES INDICATE util=cRMaTICN NOT oeTalNabLsr- manager DUE To CONSTRUCTION IN PROGRESS AT TIME OF Pi_aTTiNG OR DOES NOT APPLY. P.O. BOX 2007 404-487-&585 I1/ Peachtree City, Georgia 3026.9. r I F u� t Cl j.✓ i A.,W74 IPF • 6J�b9 Sq. `t. � tF 73 s 44 21 C 1 IS`l NOTIf S. 02*;Dv- �%� i` ! '��� � �°c/� 2?. 901 Sv.!=T. • ;,�� h 1, '�q� y� ,�,� _ _ - -b�, 4.03 �� 24 r�63 Sw. r=T / / V k,T f 1 �'3'•- yti -./ 61 `'� • \ J• ' y,9' �� N� Y r; / li %• __ �J IQ "s 1 X55' s u s°--�SFF,\ a ,-I- -�, t ��� ` \ �� `' oil, I ' ! ���• :i7r�'l.•4 �J °2 r / ' ` SO. FT 2 1. ' 362 (SIZE h 15,20s S?Fr►�.0 , T p h klez) 7� hGH � � � 7 �. \ � /,i h p� r'Is 108.b'7' ;2 ! �'� 4" 1� , L� dd �•/7�. -��sv `\ i 3 �` ri�M o �•!! !\� 7 `J. 7 �U ^ '� V �V �/ ��`%�' LY- �S• Tioc:4T�� 121,16i . .. W rTZ3 r / i `i l�aa .) '� j �/� �►? r h is lr y'^`�`S 8v �2' . ` j u`� CSS �- y,b, 1�,9•� SCdrT �✓ ! �'X r�. /-'� DRAIN'. AS9ti'-T "'S `yT ,� /� „F.r � M _ �V,l � p \ ftiq� �• �� -7 / \ li, 2Y, 'J✓✓ SIJ. �. 1 J,8.3J n F' � ! \L_l/ _ iV .SIJ., .. r 104 'y0. myoc STRUQTUR`= TOP i?r'V . T:` T'. -V . OU'^ o , o c O ' bJ- °� �`,yp C ` � �j/ /} l�i i �` r �' `% 17,067 Sv ! % ~ t �J �� �'�• ... i Catch Basin .�, C. M.P.. t1UN �_ `'J '���• \ `\; �� Catch Basin 515.44 181, C.M.P. 1LYr� \ 1 / JV �)� ,b.74 .SV.. /. SJR �,� , ,'�' �' •�' 915.37 2 4 " C.M. P. C58) _ 2062_ �� 11 ;1'09 a✓ 4' o;,�,/ -c care Basi:, 514.75 5,2.7, 2 " 5 Slur/. y �► \ . � 4 C C. M. P P. � `- \ � 1 � Csp � /� i � � � Jv J °� �'i • � �O �. cc��I•� � \�` � Z_ iL 1-C Catch Basin 504.75 504.67 24" C.M.P. O �.. _� ► ^ (� �, C� I /b0 r\"3kN p 1 ..unction Box 5.0.22 a97,68 24', C.M.P. a� ,�O� SO' 37.38' I �� mss' '\� / u 897.58 30' C.M.P. �' ' ' �S f`v 0 2-A Catch Basi:. 686. 16 18" C.M.P. ,• , A , 27,335 S0 rT. <<\ 2-B Cate: Basin &84.5: 18" C.M.P. `�J ��p - �ip 'SJ��7- /vv � 'p �' x84.61 12" C.M.P. f S!i ,✓ 3 sr,. \ \ �� /\ c 'z 0 884.50 18" C.M.P. CJ.Fit�!VB�Lr fwo�.hiV J � \ 3 2-8-1 C.M.P. added 887.05 12" C.M.P. V i t+J Y -"c I/ •• •► i li r -Z 124 2-C Flared End Section a81. 95 18" C. I%. P. O V O 3-A Catch Basin 876.25 18" C.M.P. 3-B Catch Basin 875.36 18" C.M.P. D '\ 26,3170 SO. F j z zti �\ rn A � / / k ' R 875.30 24" C.M.P. -� o c kn 3-CFlared End Section 871.02 24" C.M.P. 7C Ci (�s Z 14 v t '�t�-ice✓��J j N �/ o ►,Z \ \ , , �. / / 11 2 93 Sq. U -C'✓ w 4-�► Catch Basin 868.86 18" C.M.P.'� \-b �' o , v � ►V `iJ l.S� `�'�, \ ^ h� � / 20' GA. UTILITIES EAScMl;I�T '�R�� � . �_ {J �iJi Z � � � 2✓, ,? 1 4-B Catch Basin 868.19 18" C.M.P. ►--� 1,7 �,,, o N / S u�s�T �o • -• oa Q /`C / •� O 867.56 24" C.M.P. lx C W � . 100 �.Ai If 4 Catch Basin a67. 15 18" C.M.P. /\/,•,/•�•%�I� r 864.93 18" C.M.P. "v r✓�" rv3 I ,� - �'� 7513' � '� � 884.x1 24" C. . P. GRAPHIC SCA 864.58 30" C.M.P. �JV.27 Z '•4 { .! a Cn it a M.P. '34 r <-C-: 18" C.M.P. Added a72.97 18" C, �� �J s , PF I L ENDEN 4-B Catch Basin 864.58 x61.07 3 0 " C.M.P. l (J) a? 1) * ' ,�N ° 1 / a I N/r 115 t5 1 4 Junction Boy: 845.7' 845.57 30" C.M. y � \,V • 7 03'07" W 8� -G Catch Basin 866.75 18" C.M.P. 317::' IPA oximole Looalion 7 1�` o Lond -ol #ina ., ., city 5-A Cac.c: Basin 84x.05 30" C.M.P. L•L• � 151J0vTP.! t,11��'C 15UD1 lVlSIO/7_� -. -. ' �. 2�r_- 847.81 36" C.M.P.: ., - �' -B - End � �►:,:Ct,�r 1 � development corp. -' S ..aged ..nl. Section 840.94 3n C.::.P. � �.�. �2,,, U Pte; r S'vvlt\ P;,1 & 2 b;_aNK SPACES INDICATE util=cRMaTICN NOT oeTalNabLsr- manager DUE To CONSTRUCTION IN PROGRESS AT TIME OF Pi_aTTiNG OR DOES NOT APPLY. P.O. BOX 2007 404-487-&585 I1/ Peachtree City, Georgia 3026.9. r I