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BeechwoodFINAL SURYEYCRS CERTIFICATE_ It is i'er Eby c3rtIflad fhat thIa plot la true and C•xr$ot (XKJ 'wf18 prePfrad fr(:*n Cr) r],h;aI au-rvey of the property r-irYfa by fri3 c - ur`(:or my W. -fit '11 1 ax".xren i s Sh*;,wn hvr aal a0tual ly 3xiat ro rxe irirkad c3 "futLre" r 4 th31r I •X,+) t I U1 • a t a O• t jP I r UrKJ itn t or t o l ora :.fir r �M t I y ShcU ;t(1: rhi3 plot C•�r1f1o•-.I r�a•fFr0;"�.N1t•s of C.3.,;rgto Plot Act. Reglatar;3d SurVayr FINAL PLAT APPROVAL This plot carpi ias *wi th tha toning re(jeJlatIova. tha I rind dev e l oprren t ry-d t o yx a r�}d S I I o ft•+F3r' r r3(jU I ] t 1 U13 f,-ovarn(ng the tend develop;rant fr,r the City of Plf;.,htrse City. t✓ CI�y Engireer Cate CIty P C to Maya -/C t ty 44ocsiger 0113 ll %-- City CI-3rrR--' n to YAINIENANCE GUARAN1E£ The undar3l(,„eds Its $uccessc:eS and 138319ns. haroby ,•rronts •:nd guaru)ta3a to ti;e Ci ty of Paac1itr.3e CI ty the FJI I al•j Cr,rrplete mainteroma of a ;ortatn Irrprovearant kr6wn as Bao h•xo4d a'd faire 6roi'ml In Plat 8( -WA ------------ Poge(s)----------- of the Foyetta County Rarords• This rarranty and (,f.;urcntee 15 iXda in occrr(jr..a a th the Paar)tree City Land Ord i r;(am'o. rh I ra;ur -in tae inoludes not only pwirq but also all other Vpurten•xtt 8truoturoa (rid rxnenitlas lying '4ithln the ri(jht-of­ray Of Said road aM in the (}re+ar-rbal t inolu drrlg but not I ltni tod to all c(Arbtng. dralrloga pipes. culverts. CatCh b().sina. riralnago dltc,h6s. bike paths, curt paths rxld pedestrian paths. Utilities '00-034 and OParl1`e4 by a goverr'cwtal body or "110 utt I i ty carparly era I I be the r esPan a 1 b 1 1 i t y of said gov or anon t a i body CC publ to utility ourpany (end not fhe •javo l c)por. The daveloper 8ha11 correct txd rapslr or Cfa.ao to to correoted and reQlirod all dfxfaafies to sold irrpror,jsrrarlta resulting frcrn sly co;ude whotacevor. In the event the developer falls to rcrreot QmY doxrw)9oa olthin thirty 130) (Jgya aftor rri tton notice tl-,eroo#. thon said d-YnNas fray be c(xrooted by the aIty and al I crests and charges b I led to rxA para by the developer: but this ronedy shall riot 1 Ifni t the city, and it 6he11 also hflyo (xly rwodlas avall(.)b1e to it as •Vprovad by I (IV. the torrrrs of this Agraorraent arra 1 I be for a per 1 od of two (2 ) yaar8 beginning rui the data of written iccopt-1)co of aald improvermrants by the olty as evidenced by the flnal plat oPProval of sold Ctxplatod Inpravarnenta. After the termination of said two (2) yaf3r period ti'a oity shall be raspcn3101e to the of tiZona of Po chtrso City fcr tato rnatnten(yne of said iuproveawts 08 provided by lflw. No roadway (X4 aaeaolotad right -1.)f -way shall be accoptad by the olty fu- fnsintonarlca un1oas 1t a(:a'aa 90 cc rjbovo all the olty'a ,3604lt Pf]vsment rating form. Providad• he-"var. uny dwpwas '■h 1 Ch occurred pr t or to tha And of as 1 d t•.00 (2) your parlod and which sti 1 I 4're u.rrapllrad at he termination of said period shall rornotn the respan8ibllity of tl;o r;evalcpor trrtttorl notiCa of sand drjmp 903 frust to jIvon pri{rr to the time the two (2) yafr per r od ands). N WITNESS 'NfiEREOF, the developer hcs cou:aed this Agrea(rsnt to be 9xaaJtod by its duly outhcr- ad officers f day of _______________. 19---• By �lk ", fi01- tla:� MNAL PLAI 4 Ole IFS; C<> CS D LAND LOT 156 Ah DISIRIC14 IeA YE01IIP, I ; NOUN"1' Y GES. RGI CERTIFICATE GF CEDICATION S tote 4f Coexg l o C(y,nty of Fayott3 rho r,`wor- of ilia I rr,d •Shuwn r� this (X_,Krx r l 3,%aS ti at fills plat 'aaa :€e.de frfxn on ucti;ol 31.rv3y. rjr4 f(:r voiva rix31,00d the a0 ficlanoy of whlfh is h-3r0by rX vay in fes 3inpl3 to ti -,e City Of Pd-lchtraa City. Ga(xgla. (.Aid f(.rther ('Al.otas to this �.d9 of 1`114 pulbl to fa-9vw oil atrOats urKj alloys. C•;rt patina. 4t+3r.011ydaa. drair'a. F3ddaff-ants. rr'•3ortalts (_oKj 04Jallo plycas dil(:',.n ri(�r9Cn. Axc.�pt thCae M300OMS fj(1 this plat cs 0w.w u t I i i ty .alpaly 04330montS. N -NA except 11%-53 -5tr.3t3 spaolftcally (:edIcatod on this plat (_s private stroats. In ca'st•:arotion of the approval of fhl•s flnoi plot gird ofi'.3r valljobla Calaidarattr,ns. the (,wr:.ars do hore-by a(r-ea to fold the Ctty of PSC. Ihtroa City. Georgia. hcrr;nlaas f.r a flea (5) yx)r p'3r 1 od frrJm (rnY (yid a 1 1 100ce trry I i gab 1 I 1 t I as ih i ch oryj qr 13a from u(ly (yid a I 1 01 a 1 (TIS. r ( xti•3a r r I a i n(J on ..Cr,A nt of the daaign urrj cCnBtru:otI(xl of pu bI 10 inprovefr3nts Of the prr,perty sr,own h0r4ln. to 10011x'o but not I lmi l tad to , tra rGcr18. 8treet8. f 1 1 1 s. atter ikxents. d i t(.hes. ;r (As riga i n8. culvCr-t•s aid brld9aa wifhin tr,3 ,rr-sad r1f,)ht-of-,uuy reaut ting frtan uny :x)d all cra;d,as What- th%r1 by rJn (At of the City of PO(Y-bir09 City, C•3,r-rgta. And f+,r, thor. the ' wrWOr '"r(nt s thAl t he C'Wa foe 3 I : p 13 title to t h a propor ty shc)rn harow and •3•r-aaa thoot the City .If Pa,xihtrae City 61 -Kill not be i t ub I e to fha urKl3ra I r;4,, Gd or aubaaq-;ont r,wMars In t1tIa fr,r a prxtod of ftv9 (5) ya(rs for r_ny olaim of dU,ri]948 raselting from r01JIt(,0rl4Ce in exeralalrg orlg i roaring t echn t (t;ea (rad (dt;e C+tet 1 un in tta rx44 s t ru t 1 w of rrC S kalrs oxterslcn. jrlvoa. structires cr brJi IdIN3. tt;a .hfrq i ng of roxraes of s trr3uma (Ind r 1'.'r3ra. f I OcNj 1 ng from r.a i Lra 1 crooks (:rid rivers find (l)y other mn t ter- ailofiscev+3r (r1 pr i Ovate Pr'r-p9r ty. Any and •3I I inane tory I i ub i I I ty ocCurr I ng uyk;ar P h is pr-krf;(r-(;ph 311111 be the I lob l i ty of fr>a owner. I furihOC o..�rr,.nt that I hove the ri;jlt to Calvey dotd lurid occcrding to this plat rand do i^,(3reby b l nd frryso i f(rrd the owners suba9(r;ont in t l t l e to r-fefwAJ the Caven(3nt3 un -J rAyoe(rents Set out. IN WITNESS ''AiEREOF the unCoratgnod by and fhra;� its du I y 0.3+ t ZZ ri p. pte r,.lf f 1 cer- rias exaa t fh l a (SrXUr,ant til IS H'rI 1`0 r}£vfLOPt.f/w;7, / 00t-------- 9: Proaldonf Oporoting Off1c r- ry Pubi to f STATE OF GEr;ROIA The .away(x5;o of Streets wed rlghts-of--,roy rxld :,bl to dadlcati(,na shown on this plat are t;eroby (]Cceptod by trio City of Pa(xhtroo City. Goorg 1 a. Thia the f_(/--- day of -av-` vsk-----• 19-� THE CITY OF PEACHTREE CITY. GE01101A �tr]yor 0f,test: (J t tr(t Ci �� Ctt ark (, •� N?r^( 31.; $- 4 8 f r Gird. No. 544. 3-2-10) ��f��llfllri ::�turltl��Uw`\ LOCA r t to MAP THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 38.188 FEET AND AN ANGULAR ERROR OF 00 SECONDS PER ANGLE POINT. AND WAS ADJUSTED USING LEAST SQUARES THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 119.314 FEET. EQUIPMENT UTILIZED: ANGULAR - TOPCON GTS -303 L[NEAR - TOPCON GTS -303 EDM DATE OF FIELD WORK: 10-2-97 t1` <routj t 3-25-98 IN my wiNION. THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAN. ,W. S. 800 IN. G R.L.S. tr2580 GEORGIA. FAYETTE COUNTY Filed d N cotd'G u S .._. day .M. PRINTED AUG 2 4 1998 WEGRATED SCIENCE & F.NpgE ol:<- 4 NOTES: 1. OWNER/DEVELOPER: 14YLAND DEVELOPERS 100 LAS BRASIS COURT PEACHTREE CITY, GEORGIA 30269 r70-43 r-16 r3 2. ENGINEER: SOUTHEASTERN ENGINEERS. INC. P.O. BOx 703 FAYETTEVILLE, GEORGIA 30214 7r0-461-4292 3. TOTAL AREA =11-62 ACRES R/W AREA - 1.r9 ACRES CITY GREENBELT ACREAGE = 3.36 ACRES TOTAL NUMBER OF LOTS - 41 LOTS 4- ZONING = GR -10 FRONT YARD SETBACK = 15 FEET - OR AS SHOWN (GARAGE CAN BE NO CLOSER THAN 20') REAR SETBACK - 20 FEET SIDE SETBACK -0 FEET (!MAINTAIN A 10' FOOT MIN. SEPARATION BETWEEN DWELLINGS WITH A 20' FOOT BUILDING SEPARATION EVERY 10 DWELLINGS PER STATE CODE.) MINIMUM LOT SIZE - 4.000 SO.FT. MINIMUM HOUSE SIZE = 300 SQ.FT. 3. THIS SITE DOES NOT CONTAIN A FLOOD PLAIN AREA AS DEFINED BY THE F.E.M.A. MAP NUMBER 13113C0060 D DATED MARCH 18. 1996. THIS SITE DOES CONTAIN A 100 YEAR ELEVATION FOR THE CHERRY CREEK REGIONAL DETENTION POND AS PER DEED BOOK 654, PG 401-404. 6. IRON PINS (i12' REBAR) TO BE SET AT ALL PROPERTY CORNERS UNLESS NOTED OTHERWISE. r. TBM - CONCRETE NAIL SET IN BACK OF CURB IN FRONT OF LOT -f ELEV 863.21 8. COVENANTS ON PROPERTY RECORDS ARE RECORDED IN DEED BOOK PAGE . OF FAYETTE COUNTY GEORGIA RECORDS. 9. WATER PROVIDED BY FAYETTE COUNTY MATER SYSTEM. SEWER PROVIDED BY PEACH TREE CITY WATER AND SEWER AUTHORITY. 10. BOUNDARY INFORMATION FROM FINAL PLAT FOR HERITAGE PARK BY SOUTHEASETERN ENGINEERS, INC. DATED 5-t5-97 G� o Fp •� MIZI lei' rt 9 �✓�, S IJ ��,'`�� NO REVISION CKO DATE (0 rn NJ OF'PROJEC T NUMBER 97095 DRAWN BYCHECKED BY 1"J JR 88 SB :_ I ISSUE DATE r-17-98 FILE NUMBER DRAWING NUMBER 1 OF :3 Lor RAW CURVE DA rA L Ot NO• ClfRVE NO. CHO BEARING N /6' 03' 09 "'d CIID 6.32' ARC 6.32' RAD 1 40.00' B/C 2 'A' N61' 32 50. 10' 50.37' 140. GO, 3 'A' Na3.36,21I'd 51.62' 51.91' 140.00' 1 'A'N2T'43,50'I'd CORRUGATED METAL PIPE 25.23' 25.26' 140.00' 2 l ' A' S1 a' 27' 20 "E 10.95' 10.96' 15-00, 5.GO'28 23 'A' 533.10'15'E 3.02' 3.02' 25.00' REINFORCED CONCRETE PIPE '8' S23'4O'21"E 12.61' 12.63' 60.00' SANITARY SEWER EASEMENT -F- N56- 33'1 1 "E 109.74 1 10.39' 295.23' 29 ' A N33' .31 '5 2 `1 35. -0-7- .35.03' 1 10. G0' IRON PIN FOUND 'B' N24.5i'52'E 114.03' 1 111.15' 295.23' 30 31 'A' 'A' N2.3. 26' 4 6 "'N N21.57'08'w 3.10' .3.00' 3. 10' 3.00' 110-00, 125.00' 10 'A' S46.04'O4"E 11.55' 1.3.59' 90.00' 41 'A' S73°2-l'36"E 12.46' 12.47' 90.00' DI 82 CB C1 _ 12 CB C2 1.3 .413.12'05'E 6.50' 6.50' 295.'2%3' GREENBELT CB 136 IN 351.38 SOUTH 'A'S59.04'22'1 77.33' 13.15' 210.23' 36' '13' _ N85.25'25"4 34.60' 38.21' 25.00' GREENBELT NOR rH 'A/ N44.05' 04 `4 [-4.,3 4.89' 1 10. ro, 1131 N01 • C6' 49 ""'t 30. 95' 33.33' 25.00' N21.51'05'E 87.18' 37.56' 210.28' N51'34'14"£ 35..36' 39.21' MOO' S24.20'02`4 120.40' 121.25' 295.23' N/F W.11 I L L I A!aS N/F KIDS R KIDS N39.51'48"E CHD-248. 71 ' ARC=253.44' RAD=210.28' t% 1 4 101 ro, PAS',S' N43 10 56 "E � Ns. i♦3A' 14 ` 52"' N T-11 �`-,N8 5 0 01 ' 15 YfE s' CHD=6.15 ARC=X3.15' Sl7•Z5 RAD=302.00' T"J6 1144 INVERT 10' 30 C3 INVERT OU T-363.5 25• N 18.32' 39 "E s 2 CHO=60.03' ARC= -60.13'Q UMERT RAO=302.00' �� OUr=838. 39 CHD=41 . 15' ARC=44. 13' RAO=35.00' N32'L5' 46"� CH0=.35.30' ARC=39.21' RAD=25.00' v 513.39131"E 32.14' 28 S12' 34' 36".1 22.83' 553'01'49'E 16.25' ZZ 532.22' 17"E ? �•,o/ SSPE 50�� � 29.34' r- Q Y 5,951 SO FT Cj ( 0 11 AC R E S o-,, 2 2 JS `n 7 139 SO FT �� �S .9J. , •. 0 16 ACRES 68 A \ 6,62-7 Sri F T N)r•1S' t6 N. 0.15 ACRES � � � \ 12-47' O S j 4e, 0' A \ 7 4 »7 So Fr �'f 2r)•A A 0 17 ACRES 6,597 50 Ft•r V. , S� 0 15 ACRES, •� l� tf� 40 6.270 SO FT ,f 5.59' s(� \ 0 11. ACRES o Fr �- �A s S.S.E. 0.15 ACRES �wN � S?�S,QS ; 10. 39'�l. A3�O � �. %, •��- \ '�p�,p•6� •�_ �s 6.2-70 so FT E \ \ \ 0.11 ACRES \� \ 6.710 SO FT \i r \> i \ 0.15 ACRES 5 s� \ ;j A� 9 29 B 8,305 SO FT \ \ \ \�� • �� 0.20 ACRES 6,600 SO F T A • \ \ \ 0.15 ACRES ,�- • aS' �� \ `� 5,820 SO FT �% •C� .9 Edi p8 �' \ 0.16 ACRES \ o • �� p4 A < `No 2( p •�- ,yop,10.10 0. E. \O O\ '2� y 3 L O \ • A A 215 S1 30 1 3 ' 0611w 14.33' S22'50'23"E /30-93, N34' 51' 50"E 16.33' 25 v S36.08'41 "E N 23.25' PIPE CHART' PIPE NO. LEGEND LENGTH R I GH r OF 'WAY N/F NOW OR FORMERLY B/C BACK OF CURB E/P EDGE OF PAVE!AENT Nrs NOT t0 SCALE So • F r. SOUARE FEET CB CATCH BASIN N>y HEADWALL JB JUNCTIC74 BOX CMP CORRUGATED METAL PIPE ACCMP ASPHALT -COATED CORRUGATED mErAL PIPE D.E. DRAINAGE EASE!,ENr C CENTERLINE B.L. BUILDING LINE D.I. DROP INLET 1 FIRE HYDRANT F. S. S. E. FUTURE SANITARY SE''IER EASE!,iENT RCP REINFORCED CONCRETE PIPE -S- SANITARY SEWER LINE 00 SANITARY SEWER MANHOLE S.S.E. SANITARY SEWER EASEMENT -F- FORCED MAIN L.L.L. LAND LOT LINE 0/F AREA OUTSIDE FLOOD PLAIN M.F.F.E. MINI.WiM FINISHED FLO(M ELEVATION IPS 4 IRON PIN TO BE SET (1/2" REBAR ) IPF O IRON PIN FOUND N/F W.11 I L L I A!aS N/F KIDS R KIDS N39.51'48"E CHD-248. 71 ' ARC=253.44' RAD=210.28' t% 1 4 101 ro, PAS',S' N43 10 56 "E � Ns. i♦3A' 14 ` 52"' N T-11 �`-,N8 5 0 01 ' 15 YfE s' CHD=6.15 ARC=X3.15' Sl7•Z5 RAD=302.00' T"J6 1144 INVERT 10' 30 C3 INVERT OU T-363.5 25• N 18.32' 39 "E s 2 CHO=60.03' ARC= -60.13'Q UMERT RAO=302.00' �� OUr=838. 39 CHD=41 . 15' ARC=44. 13' RAO=35.00' N32'L5' 46"� CH0=.35.30' ARC=39.21' RAD=25.00' v 513.39131"E 32.14' 28 S12' 34' 36".1 22.83' 553'01'49'E 16.25' ZZ 532.22' 17"E ? �•,o/ SSPE 50�� � 29.34' r- Q Y 5,951 SO FT Cj ( 0 11 AC R E S o-,, 2 2 JS `n 7 139 SO FT �� �S .9J. , •. 0 16 ACRES 68 A \ 6,62-7 Sri F T N)r•1S' t6 N. 0.15 ACRES � � � \ 12-47' O S j 4e, 0' A \ 7 4 »7 So Fr �'f 2r)•A A 0 17 ACRES 6,597 50 Ft•r V. , S� 0 15 ACRES, •� l� tf� 40 6.270 SO FT ,f 5.59' s(� \ 0 11. ACRES o Fr �- �A s S.S.E. 0.15 ACRES �wN � S?�S,QS ; 10. 39'�l. A3�O � �. %, •��- \ '�p�,p•6� •�_ �s 6.2-70 so FT E \ \ \ 0.11 ACRES \� \ 6.710 SO FT \i r \> i \ 0.15 ACRES 5 s� \ ;j A� 9 29 B 8,305 SO FT \ \ \ \�� • �� 0.20 ACRES 6,600 SO F T A • \ \ \ 0.15 ACRES ,�- • aS' �� \ `� 5,820 SO FT �% •C� .9 Edi p8 �' \ 0.16 ACRES \ o • �� p4 A < `No 2( p •�- ,yop,10.10 0. E. \O O\ '2� y 3 L O \ • A A 215 S1 30 1 3 ' 0611w 14.33' S22'50'23"E /30-93, N34' 51' 50"E 16.33' 25 v S36.08'41 "E N 23.25' PIPE CHART' PIPE NO. SIZE/TYPE LENGTH INVERT ELEV CB D1 1 131ACCMP 126' 855.23 CB 86 54' 47'05" 105.819' IN 354.45 HI 31 37.110' 100.000' 361.23 2 36"ACCMP 22' 39..370' 01 32 26" ,32'17" 39.019' 114 862. i 1 iaJT 855.89 3 -- 48 "ACC!,iP 86' CB 83 856.46 1 48 "A C, 32' CB 84-i 855.30 (I5 DI 85 6 48 "ACC%iP ]u127' 18 "ACC!.P 48'ACC!•1P 126' 37' 354.55 852.99 CO B6 1 CO B1 852.48 _ 8 60 "ACC!.1P 21, •JB 38 351.48 9 60"ACCMP 90' B9 IM Al 367.47 10 DI A2 11 48 "ACC!rP l6' 48`AC Ct1P 122' 865.81 DI 82 CB C1 _ 12 CB C2 1.3 IN 862.26i0Ur 855.89 859.92 18 "ACCMP 18'ACCM.P 30' 117' CB 136 IN 351.38 CBE 1 851-15-3 14 18 "ACC!.p 36' H'AE2 350. 19 * ►(1x'5 NOT CONSTRUCTED AT TIME OF SURVEY. N/F ME HERITAGE PHASE I P3 26. PG 19 GFREEW3ELr • , 3 18 ACRES ,sem � L 'rC F A 30 \\ \ 1\61,11)•pp \ 3 X� / �\ 6,322 SO Fr \ 3, s �0 50 FT C� 0.16 ACRES �\0,� \\ 37 �" 0. 15 Ar- REs�A� A 9 \ • A3 \ \ 6,600 so F r \ •;�5 p (p.>- c'�`\\p•pA 9. �\ 0.15 Ar -RES aF �� O� ��,�p\,p•%� O f N \> \ •3� \ 9 ' r 190' ALUNG R/'d OF 28 o.i ;20 � RES � ,,, dt� f \; \ ,1 SO Fr •a1 Mc-WILLIAMS, TO L o ,HOZ26'8/> '> 8,720 so FT 7 19 \ 0,17 ACRES M\ • �� ® �_ 0.20 ACRES \N_ R1W OF STATE RWTF- 74 �, �- \\6�,9� to a/c A 119.66-N89.34�16"'iN DI 93 119.51' 2 7 41. 2 3.2 41 SO Fr 3 -� 0.14 ACRE '•'� A _ _ 5 20' S J i' C3 - ' ' A9�Er� D•E• �O H±r at ri-- - OI a2 19 22 _A_ r 0 1 20 < `� 1 2 r -r I 2D.E.. , 14 I' 4 1 1 6 32 I E5, 135 s0 FT �� 3 .35 fir_ 0. 13 ACRES N8r-.3 1"E rI N/F 1 98.98 f %KWILLIAMS 25 SEE SHEET 3 OF 3 •v z rt CURVE DA rA CURVE _ ARC r-?ADIUS DEL rA- CHORD r;v-GEN r C1 109.960' 115.000' 54' 47'05" 105.819' 59.591' C5 37.110' 100.000' 21.15'45" 36.698' 18.771' C6 39..370' 85.000' 26" ,32'17" 39.019' 20.045' 5,936 s0 FT 0.16 ACRES � � ,• ��, •��- \ / /���� �•�/ /1 142 ' Ca; 10 SEE SHEET 3 OF: 3 GEORGIA, FAYET TE COUNTY -� I Fi-'ed d Rec�ofdm 1. j ..,.,. C- day C- ot tt , t`) .� ..M. 211 -��• l�-�-'�:-�'.�, .-�. clerk PR INTED AUG 2�v INTEGRATED / 23 100 YEAR FLOW CONTOUR 'n EASEMENT AREA: 2.92 /•/ ACRES < DEED BCXK 654. PAGE 401-404 -i� ELEVATION - 853.0 22 / R< 3, 1 PAI li FOR NOTES AND CLOSURE INFORMATION SEE SHEET 1 OF 3 GO 0 60 120 180 SCALE: I"=60' 4, 'n < C -i� •�; 0 R< 3, 1 ai c,� c, 0 Q Lal w r C� PROJEC r NUMBER 97095 IRAWN BY CHECKED BY Ti JR 8B SB ISSUE DATE 6-17-913 TILE NUMBER DRAWING NUMBER 2 OF 3 LOT T R/'N CURVE DATA LOT NO. CURIE NO. CHO BEARING CND F ARC RAU 10 'A' N30'34'21'4 62.08' 62.23' 225.00' 11 15 14 _ 15 A' A' 3' 'A' A' S11.52'23'E S13.23'49'E 569'19'49'E 428.58'3r's N43'11'20'E 26.45' 34.21' 20.41' 41.78' 14.01' 26.16' 34.33' 21.02 42.55' 33.10' 225.00' 50.00' 25.00' 50.00' 50.00' 16 11 - 18 A' '3' C' 'A' '3' 'A' 556'51'16'E 521.09'14'E S43'02'06'E N66'35'O5'E N35'24'OO'E 11482128'04'£ 10.01' 20.41' 11.92' 33.21' 22.02' 41.68' 10.13' 21.02' 30.21' 38.32' 22.31' 14.35 25.00' 25.00'- 50.00' 150.00' 25.00' 150.00' 22 23 'A' 'B' 'A' Nf9'O1'12'E N1`6'52'42'E 560.13'54'£ 22.49' 12.23' 33.06' 22.80 12.35 34.09' 40.00' 25.00' 40.00' 24 'A' S22'16'53'E 13.05' 13.21' 10.00' 25 'A' S12.46'33'if 12.23' 12.35' 25.00' H'M 39 _ '3' 508'36'21'`! 25.19' 25.62' 40.00' 26 'A' 5Oi'49'21'E 16.34' 16.33' 15.00' 32 'A' N45110'20"! 19..38' 21.40' 14.00' 122' 3' Nil, 19, i5".f 13.11' 43.39' 125.00' 35 'A' 526'38'13'E 38.29' 33.32' 215.00' 30' 8' S20.36'11"•:1 33.98' 44.11' 25.00' 13 - 'r' 581.26'03"•1 E 33.35' 33.51' 100.00' IPF s1t ROD sEr smE r 2 OF 3 (t CURVE DATA CURVE ARC R AOIUS DEL TA i CHORD TANGEN T C2 98.600' 250.000' 22'35'51" 97.962' 49.949' C3 86.780' 125.000' 39' 46'•37" 85.047' 45.221' C4 59.620' 39.000' 87' 55'21" 53.982' .37.593' C5 37.110' 100.000' 21' 15'45" 36.898' 18.771' LEGEND R11 RIGHT OF 11AY N/F NOA OR FOR!r.ERLY 3/C BACK OF CURB E/P EDGE OF PAVE!AENT NTS NOT r0 SCALE SO.FT. SQUARE FEET co CATCH BASIN H',1 HEAO'.IALL JB JUNCTION Box C!AP CORRUGATED .".FETAL PIPE ACC!AP ASPHALT -COATED CORRUGATED VETAL PIPE D.E. DRAINAGE EASEMENT C CENTERLINE B.L. BUILDING LINE O.I. DROP INLET 4 FIRE 10DRANT F.S.S.E. FUTURE SANITARY SE'NER EASEMENT RCP REINFORCED CONCRETE PIPE -S- SAN1 rmv SE'iER LINE (?) SANITARY SEVER MANHOLE S.S.E. SANITARY SEVER EASEVENT -F- FORCED MAIN L.L.L. LAND LOT LINE O/F AREA OUTSIDE FLOOD PLAIN M. F. F. E. MINIMUM FINISHED FLOOR ELEVATION IPS a IRON PIN TD BE sEr (1/2' REBAR) IPF 0 IRON PIN FOUND SEF S'rl r 2 OF :3 N/F HGNEYSUCKLE RIDGE DEED BOOK 651. PAGE 401-404 ELEVATION = 353.0 GEORGIA. FAYETTE COUNTY Filed d Rawdoo IM _.,. day Of t•T !.�. L(1 . /,.:a,-!2 .M. Nox 16 Clef% PIPE CHART PIPE NO. C3 01 1 C3 86 _ 1'M 31 2 01 32 SIZE/T'iPE 13'ACC!.11' 36"ACC1:4' LENGTH 126' 22' INVERr F_LEV 855.23 IN 354.45 361.23 1.4862. 11 lrJJT 856. 33 3 13"ACr1W 36' a C3 33 4 C3 84 5 13'ACCkP 18'ACr,1:3' 32' 121' 356.46 355.30 OI 35 a tU. 854.55 5 18'AC rtA' 126' C3 36 352.99 1 18'ACr,%V 31' C3 31 352.18 3 60'ACC1P 21' J3 38 351.18 9 6O'ACChV 90' H'M 39 H'1 Al 861.41 10 13 ACCl.p 76' DI A2 365.81 11 48'ACC!.1P 122' 01 32 IN 362.26/OUT 856.83 C8 Cl 359.92 12 1 a'AC C.MP 30' CO C2 13 18'ACCIV 117' CO 36 IN 854.38 C3E1 851.53 14 H`kE2 13'AC C.1,1P 36' 350. 19 * r0PS Nor CONSTRUCTED AT TI!+1E OF SURVEY. WF THE NEA ITACE PHASE 1 P3 26. PG 13 N/ F PEX'HIREE CITY * FOR NOTES AND CLOSURE INFORMATION SEE SHEET 1 OF 3 * 60 0 60 120 180 SCALE: 1"=60' REVISION CKO DATE f a LLJrz a N a tU. r =r V AC L r - PROJECT NUMBER 97096 DRAWN BY CIIECKEO BY TJ JR BB SB ` ISSUE DATE FILE NUMBER DRAWING NUMBER 3 OF 3 LLJrz V AC L r - PROJECT NUMBER 97096 DRAWN BY CIIECKEO BY TJ JR BB SB ` ISSUE DATE FILE NUMBER DRAWING NUMBER 3 OF 3 IIIIfly Ir4: z4 "jL, I Vd Y9 IL iIIL IN,'V -r. 49 X I41V I4f: OF 4f oil v II4k z IY MV 17,1 CY IILI 41 It I -OF" Of IITi 7 ff I,4r Ijo IIIA 'fir 14, tit - A 19 V " I,- 2r �FA F f Jr- W.- I'T, V , WR?K,- 76' 14 417 Oki I0 At� 4$7 4: �40 A R , ?A D I10 le 4 re I3 4 1 se A Ir 7 -77 IL4 I_,qft le, Recorded ---------------- A9_-___-_ Pbl Book pow(s) ----------...._________--- Fvyella Coijnly, GeorVv FINAL SUNEYORS CEWIFCA TE fi /s 1myeby cerllt7ed /hat INS Pbl /s true wd correct cid was prepaed iron cal achaal strY©y of the proparty node by ne cr to:kr ny supery/, 'oma Ihd1 a/ nmrenls shown hereon aclua/y ax/sl car care nca Rad as 'fultre' a7d 1he/r bcalln sme type, card naletkY are cerrechy shots• f1w ,glal conforns to a/ regvrenenls of the OeargV Plal Act. By ___— ____ --------------- Regrslered Load SZrveyo : No. --_?-X4-------- Dote FINAL PLAT APPROVAL ft& pb1 comp/es *Ilh the Z&VV McWfilfons. tha Lcnd Davebpnenl &d'xvca o d a/ other regi0110ns Wvernhg the kid cJ?vebpnenl for Iha City of Pecchtree C/ty. -------------------- C/ly 520ef 9ale -------------------- C/1y P,s�mer Date ------------------_- r/C/ty 4iiager Dole Odle 0AINE9 ACKNOI✓LEDGEMENT' "I"he owner of /he krd shown on Ih/s pht wd wlose none is subsarlbed Iherelo. acrd 4 perscn or 1A W&o d c/yy oarthorlrgd 69"1, ackIVWCOC c WS 1401 I/o's pot wvs n0r18 from M acluOI survey, cnd !hot he or she its awae of cid Qeknotrba;vs chaffs shown on /M plot. Dale, - --------------------- NO TES : I. OWNER/DEVELOPER: 2. EKOINEER/SURVEYOR: HYLAND DEVELOPERS. INC. 100 LAS 8RASIS COURT PEACHTREE CITY. GA 30269 770\487\1673 DELTA SURVEYORS, INC. P.D. BOX 571 FAYETTEVILLE. GA 30214 770-460-9342 J. ZONING - GR -10 TOTAL AREA - 0.31 ACRES TOTAL NO. OF LOTS - 2 MINIMUM LOT SIZE - 4.000 SF MINIAIUM HOUSE SIZE - 800 SF BUILDIM LINES FRONT - 15' OR AS SHOWN (GARAGE CAN BE NO CLOSER T14AN 20') REAR - 20' SIDE - 0' (MAINTAIN A IO' YIN. SEPARAT lON BETWEEN DWELLINGS WITH A 20' BUILDING SEPARATION EVERT 10 DWELL INOS PER STATE CODE. ) 4. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 YEAR HAZARD AREA AS PER FAYE TIE COUNTY F. 1. R. M. COMAOJNITY PANEL NO. 13113CO060 D DATED MARCH 18, 1996 5. T -9-M. - CONCRETE NA l L SET IN BACK OF CURB IN FRONT OF LOT 7 ELEV. - 863.21 6. 112' RE -ROD SET AT ALL CORNERS L INE • •.. L M V+IIIi w SII Ii '' _ BEAR l NG D 1 STANCE ► �f,LO�/,LJ'irE L 1 S 69°06'28'W 42.67' _ I'1 L 2 S 67° 43 ' 29 ' W 36.48' x ffif HrORANr L 3 S 65° 49 ' 06 ' W 30.88' ff L 4 N 22°38'42'W 10.39' = C I L 5 N 61°05'06'W 5.00' S 45°27'20'E SY = SDEy.41( CND 69.76' L 6 N 35 ° 32 ' 40 ' E 30.58' ARC + 71.64' L 7 S 22'038"404E 33.1590 RAD - 90.00' DEL TA SUI? I/EYORS, /NC. P.O. 801Y 57/ FA YETTF�/LLE. GA. jo2/4 770146019342 Cr Q v �U F _ s • •.. L M V+IIIi w SII Ii '' _ fL ► �f,LO�/,LJ'irE PP = PDYER Poe _ I'1 YARD i1[Er . FH x ffif HrORANr pS = my Aw SEr ff _ RM PIV AWAY cr = cR► rop co arm aur SY = SDEy.41( ffL b"OAO SETBACK LM FOC FACE OF CURS 80C = BACK w CURB CaO = MAV AAL? OWMR QY = our We om Y OAS ,4 W w = YATER AFTER .vY = YATER YAL VE SSMY MAM RY SEVER MAAME u = D;POP / CET CB = CATCH BAS/V 9XV = Ofd OE Yom? CATCH BASH SYG8 = SJ'44LE YAO CATCH DASH ,SS LAT. SANTARY MYER LATERAL RCP = REffMCED GY�,A,aeMr PPE 6w = C~A TED A'ETAL PRE fES = FLARED Ello SECTbN by = WAVE TE fCAO YALI vv = A/l4cMN BSM SSE SAAMARY SEVER EAM+ENT TS/ Top YALL LL` = LAW LOT L/1E SDS! = STORM ORAN YAWL Sri SW71EW BELL 94NME .Y- YAMR LIME _ss- = SAA,RARY SEVER L S0- STOR.0 ORA/! LAE G• = QAS LM TELEPhOW LJ'�L�IUMJi+ fhir,'rPC�iAO� -P• EZECTM LnErunM6MA& EP = E" of PAVEWNT cis/ CMTE AG RW (M OJ E 6TH EtEYA MN PROPOSED EL EYA IM LP = LvHr POLE 4Y OAS YAL VE r0a 0 NOTE• THE PURPOSE OF 1N,t'S PLA TW TO CHANGE T/C PROPERTY LIVES BEJUMN L 0;rS 39 140. M CHANGE SQ FT. OF L 0 f J9 & 40 AND THE OVER AL L ACREAGE OF L 0T 39 e1 TAC FELO DATA UVN,Vh0i T1W PLEAT 664460 /AS A CL USGRE PAMMY OF aw FOOT N "/ fEEr AAS AN AWAM EXRCR OF Goxxd W 01' PER AAQE Ml`T NO HAS SEEN A"WW 400 ifs = LEAST S'aUA*S A6Tt Q ; ttW PiATHAS MEN 64OAA7E9 Aon CL0SW AAV SF" ro BE ACWMAT,E >rrMW fOOr lV xV."• FEE)'. E0t1P.s_Nr UTrAZED -- A/4gGOrAR -- TOKON OTS -J LrEAP -• WON 0TS J MM 'J S a Jcar + sr s� ... _. .. .,.. ^.. • �' t . i t JN '3 _ 3 ��. GRAPf�l;` SCALA' .• z j RESURAOMc5 ON OF 0 1 g 30 �o A p 194, - PH 30. 04 W Au .4 AH x APO /)t4 01, "4 fm 1"A �1' 'j ik Z 70 fl# teff k4 A k 4v CIO Xly M J'0�dl 049 44 7-01 OwAW to,, Opp �R fir 14 WF aWILLIAW ly JA91 Aw ilk 01 Ale A RIW DR VE .5 (Am. W, 6WIN 0,11A 0 213 �v oft 14, vis A*egosd. J42.79 AL W to R/w, to rfff - R/W OF WOOMALE 04 M 50' LOT -24 R1W 0. 19 ACO 8.104 SF A 401 0# optol 4V �w Olt WN, > iE WF 7y -0A LOT 23 4 18 AC. LO 217) le 74), c 7� 114 59 28 W -22 e4 tit Wgel' s ef, ff I Y"lof WF' OREENOCL r AREA I /W too Nq 4CH Al" OV #I IS Rif BACK. F90W., 019 rl 12 ... .... .. 5,5 *6 CHO `26 Mg 4;, ow 14 f W0 $A 2$,'-28tw04 `E 0, Aff $,C_ 4 M UNPO F W P A 4f' 1 V9 MV AW _ . 7 T -FAYFETT T7 T