Loading...
The Heritage - Phase 2 , ' . ~. . " . " , ./ ;:~ ) I' ~: j. ,111"--: " ,__''"'t:.-''(-t::r5 . ;,~Mj.{r-~ ,,"'" ir'1 s \.... ' f"\ ^ Af\!'c.- \. · LU' 1 j~~r'---- , .' ' i ' J " ,; ...... I;. ~' '-1'''' i; I -; ,.A," ,;' . ,\..t.....>vl...... " - /' . ~~~ / fW ' '-t~) U[y... ,,' ..... ....... ,,' . . N ~ . . , . ..' ~. .,.. . '.~ ' ',~ '.,' Ii" ~~., ,'~ . '. . 2Sef: , 7 <-,;- . '-' \ \_v.,AS /- ~(- q;;- C}-/ - q5 . ,\ . .'. ,'. . t. " . ;..' . ~. f\NAL PLA 1 fOR ,.HE HER'" AGE - PHASE " LOC~ ,.EO \N C\1'l of PEACH1REE C\1'l LANO L01 \SG 1 tn 0\S1R\C1 f A'lE11E COUN1'l, GEORG\A SCALE: \' :; \00' OA1E: \/G/95 \ GEGRG\~. f~'{(in CC\1~1~ "n I ' .1 t I~ed ,'8,,0. ReCO' de-C \ ~"s.,' ___ r-,J...., ---., ua~ . ~f p,_ . ' ~ . . . , r ' 0\ ~..1'.b,.. _~ ---' M (', . ,....: :: J r, ,', I ~ ( , l)V(;~' ~;--...: -' .0 - ~-i 1.1 / ~ · . .'.-(/ (.t/ f' ,~/~.._# /~ Cle,i< - .-'---'- . ..-' - ..:-- , " " " " PR\N'TEO J {l.--, ~ l' . .. . _~t~'~ \ / J\I~~ II i. .. \ X . ....;t::\\t-\ \}-...~ ~'" . " ." , .J~...l~ .~5' RECE\\JtO fEB 3 j H.B ~ 1995 OffICE. Qf C\1'1l'lr.l'll'lER tJfj.CI1\ R H. C\1 'I. GE. ORG\ , __l\\tllll~ & __. C. ,,' , " ~ .. \ " . ~ ..', J<, , . . I ' ,t ,I RE~\S\ON O~iE ~ " <( , .... :.x:. - 0 ......::. ~ 4~ .. /. ~ ,,' ,\ . ,,' .... " I.... .. L-4 I (/ ('~ I . .~l )7/1\i~ v ~ l z! -'.-.---/ )~l ../ . . ' ~.)-. . I J ~ . ;Ja:0 r.P i _d#.(ptIIII'~'~ . I..;" r. f' .....-!~ ~.__..\,.. t.. _.).A^./ y~ ",<-- · V--- . ~ - "" ...' ......--.. . 4. <..:> . >- \- Z ::> o <...> 'J'.) /. .... "----' " . r"\ ~ t- ~ r.' :r ... "; '/. ~ ':-- - t- ~~ 0 ~ "'-" ' ,. " ~ ~~: ~. .f ~ "fl, ~.~ ~ o r. ~ ...: (3 \- <...> ....... 0:. \- c./l ....... (:) r-v' -- . ---, .. ;.- t- ~~', ~ ~ """"'--' ';"'~ ......., ........... ~ ~ .... . t- O .J (:) Z ..c:{ .J Q) t') C- O C'l ,..- \\ .~ - ....... 0') ..,.. C'l ~. )( .. , 1". .J -- CJ) 0 , CO ."... (. ~ -....-" 0) .. ~ C 0 '. . J. (1) Q... . (1) t . ~ , '0, .. f....) t.~ """" <P CD ."... (, '.. C'l ~ . CD 0 r Q) ~ t') 1\ (/l ~ \ C 4- c CD ~ c <.-' f .~ CD ...J .. -- 0.. CD --" ~ is 0 '> :3 CD :f) 0 """" (/l ~ CD \0 ~ 0 ....... U- N , ~ OA ,E.: , ' . SCALE. : JOB NO.: FILE. NO.: ,--SHEE i OF .J S47020107'IW 66.41 N/F THE HERITAGE PHASE ONE PB 25. PG 49-50 16 ) '-./ tit 01 I EASEMENT DETAIL TYPICAL N/F SANTOL I NA PARK CITY GREENBEL T AREA 251 BUFFER 1 5 ) '- ./ ~ C\j , ...... a ~ Ii') Ll) ...... a ~ a ~ 138) '( ./ 58 9 0 0 1 I 2 7 II E 552.081 105.001 105.00 105.001 Vl 107.84 ~ 129.24 , --8 " ,., , - @ .-- '- - , @ . ~ 0"- @ ......, @ U'1 ,c:::, 1 ' , -.. . ...... . I" ... I\) 14,2/7 O~ r\v, f-.... 14,699 J:l.. 0) 0 IV) 1 5 , 422 o~ I / . 16,530 1rI , SO. F'T. IQ) 50.FT. :=: a 50.FT. ::1 ~ SO. F'T. rr, V) /...... ...... ...... 26IB/C- 1./)1 -------- a ~ 1 V) TO B /C I A I ~ 37. 76 96.591 N 4 1 0 3 1 I 55 II f w N :------- ~ If) - lO I't") . If) I't") o N o~ o z - 1 8 ) '- ~ - 110\ '- ./ @) 19,407, SO. r- T. 6: \'~ Q)' ~ l.r), ...... oc? ~ 0; N/F THE HERITAGE PHASE ONE PB 25. PG 49-50 - 112) '- ./ - I 1 ~) '- '-:" /1 4 \ '-. ./ rt CURVE DA TA 6 ----.- ---r;:N~'. --'l NO. RAD ARC CH 1 5804314511 250.001 215.111 208.531 114.721 2 22 0 06 I 1 4 II 5 1 1 . 98 I 197.511 196.291 100.001 3 3305310211 250.001 147.851 145.701 76. 16 ' - 4 S 83 0 43 I 4 3 II 372.571 84.101 83.931 42. 2~~,....J FUTURE DE VEL OPMEIII T JOHN WIELAND HOMES CE SRC!,~. r A v[i n r:C INry r"ed !!,j.:,hrCD',~t:C t'M) ('f _~_ li ~ C'~C., . ___::"-_,- / .... , ",' /, t/."" . /"- - , PIPE ChAF1r ~....~'N 0 -T-s'IZE./TYPE---r--i. ENGTH -'-11 N VER~r'-E. -Lf'V-~-' CB1-i---------i -,..-,----- -t'---'8 81:01--;-----~ --, .'1" -:~-, - ...----t-. .' ".,'--.,-.-,..-. ---.-'_.-.,--.-_.-...,..-.......~, ,f1\ 1 8 II C MP 3 5 ' : t~ ..-,.------t-.------~~----:;-,-.1 f-_;=~18 :. CMP_~~~_:1-6:o~.:+~;9.-, l_~~j L_Q!..J._~l_ _____ L,_, ______ .. , __ __L___~~_~_:_.L~_'___uJ THIS FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF AT LEAST ONE FOOT IN 10.000 FEET AND AN ANGULAR ERROR OF 02 SECONDS PER ANGLE POINT. AND WAS ADJUSTED USING COMPASS RULE. FIELD INFORMATION WAS OBTAINED WITH EDM EOU I PMENT. STEEL TAPE. AND THE ODOL I TE . THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 186.718 FEE T- IN MY OPINION THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF THE LAW. W.S. BODKIN. GA. R.L.S. #2580 LOT R/W CURVE DATA r-LOT- NO -'CURVE NO. -CHOBEiRINC-i-cHD----'T--ARC----Tn.-RA-D--~----l r~'-'-29---t---'A'-- N6 70-17'09 IIW-: 111. 98' 112~77ti--27~-OO ,- '-1 '-3-0-t----.,A"--- S 6 ~02'11""W-h6-:27' ' 8 6 . 6.3 T275-:-oo-i--1 r------t-~- N8 -90 1 5 I 48 II w-r2'i~76/--29. 43 I-rZS-:- 00 ,- -1 ~=;r~1~-~~:-- -~:r~rl!~:-~~ :~:;L---I;~~~t!:~r=.j ~_.---.-.----l------ ------W--- -..-- --.--.-----1 i 34 i IAI S84052'2711[ 64.471, 64.56' 347.57' ! ~.... 35. _ +-- :~;- _In Z~;: ~~:~~::~~~:~; ;+ 2_~~ ;: ~ i~~: ~5;=j r-----,-i-----,-C-,-.- "TiJ-;-56' 39 liE -+-3-8~06;f-- 43-.25 I 25.00"--j r.----'---t "cf,_- N7~ 39' 18 liE t1 02 '-'57.;--t1 03:2 7/--225. OO~ i f%--' i _"u~/__ N4 70 2-~ 03 IIW ~t118. 08 ;-t'11-8~J7-;-jj-8~98'I--1 ~=~L=~~F-: ~ ~=4~~: ~~:~; ~:-=+ ;~: ~~ :=1; ~~6~ ~~h~H~-==.~ 1- 38 m. f-'A;--~70~B;T5';w--ti6:-087--t-82. 41;-j--60~OO;--: r-f~~=_t~I-~+ti~: ~n~ :~I~i~li~~rJJ~~=j l.- ~~ - ..+_~~:-n.-=R~:: ~~~+~ }-+-~i:-i~:;fi1~F+~:.~~-.1 r- 43'-'---+-'~-'-'-A-7'----'IS51 001 /-2 7-;7E--' +-%~5'B~,--1-'9"6~-71-;--+-536~9~-.1 r--4-4-----+-~A-; _--n-t':5-40-;3'9-~~-7-"-F--'!-97: 3 2-~ "9l~" 4 5 ;-H:;36 .-98-'-"1 r"- 4 ~---i-'-~A~-'--t5 410 46;21 ;;F-'-'-l'-6(~-2-:;:- -t~-60~42-'-l22-5-. 00 ;--1 t.-.~==T-~E~_=_1~-~4..<16"24~C..r=iToo-T13:.eo; t~j6}8;_...' '46 I lA' : S69017'2211[ :152.61' ,155.70' 1225.0C' ._ .-_ _~ ,___1.__ ___ _ ,_ " _.._ L _ '_',," ~ u ~ I.\J Z C) <t ~ PRINTED FEB S 1995 LEGtNU SlllTIlASTERtt [DUIS I --, .. '- _.. '\1'::..... riav , . j .....-.......:. M R/W N/F R/e F /P NTS 50. F 1 . CB HW JB CMP ACCMP D.l. C[;, 8/L [); R 1 (~HT)~ WA" NOW DR t ORMf Ri " RACK CW CtJRB [DCF OF PAVtMENT N en T 5 C A L t SOUARE FEET CATCH BASIN HE ADWA: L JUNCl liJN BOX CORREG/,TtD MtTA~ P'PE ASP HAL T . CD ATE [) C r ! R R ~ C f". -:- E MlT Al P f P ~ DRAINAGE EASFMENl CENTERLiNE BU I L 0 j NG l ; Nt DROP [NL E T LAND L) 1 r NE I I ...:._. ~__...L-__ ,~ J .,1/; ., :?..i!: \~:pr~ . L . L . M. F . F . F . M 1 N r MlJ M FIN 1 SHE t-." L (J CJ R L L ',A 1 CJ ~~ SAN;~A~Y ~FWER EASlMlN' f' IRF ~1Y[)RANT s. S. E . . @ SANiTARY SEWER MANHClE 100 0 '00 r ,,,,,H -- -t__n__r-.'..'--- ,_u,___ "-1L ' SC At E: 1" 1 C) () 3 (J() REVISION DATE " , , " I r--r) C"-i a OJ C'-J x ~ 1/ ~ . OJ CD ( 1) .--" "':t _..:i ( iD r< r [1.. . '" m .~ (1) . ; 'J : ....') ~ (1) QJ CD C~ . L (.=.J '-'-'- n1 n f if) <! ..-' Q.l () <-" Q,;' ~ ) Q.J ~.- -.>.. ~\ +J > (-./' -; Q) J) 0 ,+-' U) ....... Q) L...'J ~ 0 ,......, LL ("-J ~_-) t, F: 1/31/95 ()C/\ f:. 1 if.::: 1 00 I ,J lJ fJ ~~ LJ . 92077 F ; l f-- I\J[;. SH[[i' ? OF 2 FINAL ENGINEERS CERTIFICATE It Is hereby certified that thIs plot Is true end cc:rrect and woe prepcred fran on actual .....v.y of the property made by .. or l.M'lder my superv,.,on; that 011 ~s ahoM'l hereon ootuo I I Y ex I at or cr. marked os · fut\.re. and the I r I ()()(tt I on. size. type. and mat.,.. I 0 I cre OQ""rect I y shown: Thl,a ~Iot~oonfor to. ollrequlrementa of GeorOlo Plot Act. ~... /'11 B ,/' --f.:;r L-- '7.- R~-ater--- noJ~-------------- No.-L!_~0j_~___ Dote_~__~__7_j FINAl PLAT APPROVAL This plot carpi lea wIth the zonlno reoulotlons. the I and dev.'opment ord r nonce and 0 I I other reou I at r 0f"'l8 ooy...n I no the I and deve I opment for the C f ty of Peochtreee C r ty. ~- _ 7-14-tf~ City Engineer Dote , / ~~-9' , ~yor IC I ty WOnooer ~/~ThlM. C f ty Planner s~ 'I, 5,{___ Dote 9-3!-7S-_ Do1-e ~~~ C ClERK Y-d-7~- DATE NO CB1 1 CBl PIPE CHART SIZE/TYPE LENGTH INVERT ELEV. 881.01 ' 18 111 C,*, 35 ' 879. 71 1 8 111 CWP 160' Dl 1 867.37' LOT NO 41 ...2 LOT R/W CURVE DA TA CURVE NO. CHO BEAR lHe CHD 'A' SS1.26',....E 90.87' , A' 529. 11 ' 58 liE 22. 69 ' ARC 103.09' 23.55' THIS FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF AT LEAST (IE FOOT IN 10.000 FEET AND AN ANGULAR ERROR Of 02 SECOt<<>S PER ANGLE POINT. AND WAS ADJUSTED USING C(WASS RUlE. FIELD INfORWATION WAS OBTAINED WITH EOW EOUIPlENT. STEEL TAPE. AND THEOOOlI TE . THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOOND TO BE ACCURATE WITHIN ONE FOOT IN 186.118 FEET. IN MY (PINION THIS IS A CORRECT REPRESENTATION Of THE lAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF THE lAW. . ,- "" I ,/ / k _~. h&'~ '--- W.S. BODKIN. GA. R.l.S. ~580 11;' RAD 60.00' 25.00' OWNERS ACKNOWL[DGEMf.NT "The Owner of land shown on this plat and whose name is subscnbed thereto. and in person or through a dulv authorized agent. acknowledges that this pial was made from an aClual survey. and thaI he or she is aware of and acknowledges cha~es shown on :::~genl~., '"'"l2e- . 21rlL~ ~, Dale '_ . _ _ - -1(" -, -=." ~_._---_..- -~.. -_. -- - - -- , . l/ / R/W NIF BIC EIP NTS sa. FT. CB HI JB CWP ACCtlfJ D.E. ~ B/l Dr L.L.L. ....F.F.E. S. S. Eo . o (44) ''''' / / '9 , ''''' 20' / / '10\ ''''' '38\ ''''' ./// \ ~ .) --"'.. /' / '39\ ''''' (40) ''''' N/F HERITAGE - PHASE 1 '12' x"" I / '13' ''''' / / '14' ''''' EASEMENT DETAIL TYPICAL U t- W Z <:> ~ ~ LEGEND RIGHT OF WAY NOW ~ FORMERl Y BACK Of CURB EDGE Of PAVEMENT NOT TO SCALE SQUARE FEET CATCH BASIN HEADWALL ~JUNCTION BOX CORREGATED METAl PIPE ASPHAlT-COATEO CORREGATED MEtAL PIPE DRAINAGE EASEMENT CENTERLINE BUILDING LINE DROP INlET lAND lOT LINE "'INIWUW FINISHED FLOOR ELEVATION SANITARY SEWER EASEMENT FIRE HYDRANT SANITARY SEWER MANHOLE NOTES: 1. OWNER/DEVElCFER: JOHN WIELAND HONES. INC. 1950 SUlL~VAN ROAD ATLANTA. GEORGIA 30331 ~()4-996-2~OO 2. ENGINEER: SWTHEASTERN ENGINEERS. INC. P.O. BOX 103 FAYETTEVILLE. GEORGIA 3021~ ~004-4'1-"292 3. ZONED R-12 FR(>>4T YARD SETBACK - ~o FEET SIDE YARD SETBACK - 10 FEET REAR Y ARC SETBACK - 30 FEU ...INI.... LOT SIZE - 12.000 sa. FT. MINn.... HOOSE SIZE - '.200 SQ.FT. ...INlWUW LOT WIDTH AT B.L. - 85 ~ET ~. TOTAL AREA - 1.80 ACRES TOTAL NO. Of LOTS - 18 LOTS 5. THIS PROPERTY OCES NOT LIE WITHIN AN IDENTIFIED 100 YEAR FLOOD HAZARD AREA PER PEACHTREE CITY F.I.R.... PANEL NO. 130018 0001 COATED 12-1-11. 6. BOUNDARY INFORMATION FROM PlAT TITLED .PlAT OF SURVEY FOO W. A. LAND. INC. II DATED 12-1-92 BY SOUTHEASTERN ENGINEERS AND SURVEYORS. INC. 1 . WATER AND SEWER TO BE PROY 100D BY FAYETTE COUNTY WATER SYSTEM AND GEORGIA UTILITIES. 8. IRON PINS (1/2. REBAR) SET AT All lOT CORNERS UN..ESS NOTED OTHERWISE. 9. NO STRUCTURES SHAlL BE CONSTRUCTED WITHIN ~o FEET OF ANY DITCH. NOTE: THE PURPOSE Of THIS PLAT IS TO ADD CART PATH EASEMENT. NOTE: THIS PLAT REFLECTS ONlY THE ~EVISED PORTION OF THE ORIGINAl FINAL PLAT (PB 25. PG 198 & 199) GEORGlA. FAY[ 1 n COUNTY filed IIld ~dfCllhis it- 01 ~ ,19!t5 /t.!ixiJ.:.M. E'Nok ~ftI-. r"b'~ -- I~;- . / I'" .,1 ,. .:1 ' J /,? ~. ~ ' .. .' uPG ..:..~/' '" .":.-"'l ?~'~~;f ..~-i' ~_._ r.1e" 100 I o I 200 II 300 ~ 100 II SCALE: 1111-100' ORIGINAl RECORDING PB 25. PO 198 & 199 PRINTED AlIG a 1995 REVISION REVISED CART PATH ESW/T LOTS ~1&A2 ~ ~ rJ:J ~ ~ ~ ~ t ~ u ~ ' ~I ~ r?, i:~~ sa i ~~ & ~ ~ ~~ o ~ t: ~ c:: 0 ~ ~ ~ DATE 5-15..... . <i C) . >- .- Z ::J o U Lu t- t- LI.J ).. ~ Ll.. .- u t--4 a::: .- V') t--4 o .c ...... ...... ~ ao - ~ o -' o Z <! -' ()) n sCf) c ON ~ f"m ~ N ~a: :J x ~ (/) 0 I ~W . CD~ <0 Ol .~ ~W c 0 .t: 0- w . (J) ~Z c: . ()) +"'~ C Q) CL>~ ~- . <l)C'J ....0 ~CJ 0> +"'rw') C (f) . 'c Cl)< ~Z c m Cl)0 Q --.J .. ~ .c. ~ +"' > :J Q) o+"' (f)+"' Q) Lt)~ " 0 NLL DATE: 5-15-95 seA L E : 1" = 100 I JOB NO.: 92077 F I L E NO.: SHEET 1 OF 1 J~ , '1 r AUG 0 41995 OFFICE OF CITY PLANNER PEACHTREE CITY, GEORGI, .nIAS1tIIENEISa__, ..