The Point on Lake Kedron - Phase 2
(
FINAL SURVEYORS CERTIFICATE
It Is hereby c~~tlfled that this plot's
true and correot and was prep<lred from on ootuo I
survey of the ~operty made by m& or under rrrJ
8UD~rvlslon' thot 011 monun&nts sho'M'\ he,..eon
ootuolly exlat or ore marked os -f\Jtu...e" and theIr
locotlon. s'ze. type. and mote",'ol are correotly &hown:
::~~gZg:::~::mnts of Ge~oJo Plot Aot.
ReQ I atered Surveyor
N .~5'8D
o _____________
Oote_~A~~
FINAL PLAT APPROVAL
ThiS plot compIles wIth the zonln9 ,..eQulotlons. the
I and deve I opment ord I nonce and Q I I other reQU I at I ons
9Overnln9 the land development for the City of Peachtree CIty.
~~~ 7..." .,,11
--- ----~------- ------------
~~EnOlneer Oote
rJ~hilll- · -'a?~~_
City Planner ~;~~
J) h ~~ . L:(t.:ZX._
~~-=~
~~~~
Dote
~J~lt~-
t~te
MAINTENANCE GUARANTEE
The undersl9ned. Its successors and asslQns. hereby warrants
and Quorantees to the CIty of Peacht,..ee City the 10 II and
complete maIntenance of 0 certaIn Irrprovement kno'Nn os
The Pofnt on Loke Kedr'on Phose Two and more po,..tlcularly &hown In
Plot Book ___________. P~e(s) __________, of the Foyette County
Records.
ThIs wa,..ranty and gUOf'ontee Is made In accordance wIth the
Peachtree CIty Land Development O,..dlnonce. This gua,..antee
Inoludes not only pavlno but also 011 other oppurtenant
struotures ~nd amenitIes lyln9 wIthIn the rIght-of-way of sold
rood and In the Ql'eenbelt lnoludlng but not lImIted to 011
curblnQ. draInage pipes. culverts. catch bosfns, drolnoge
ditches. b Il<e paths. cart paths and pedestr I on paths. Ut I I I tIes
owned and operoted by 0 governmental body or pub I 10 utIlIty
company &hall be the responsIbIlIty of sold governmental body
or pub I 10 utIlIty company and not the developer.
The developer sholl correot and repaIr or cause to be
correoted and repaIred 011 d~ge8 to sold Imp,..ovements
reSUltIng f,..om any cause ~atsoever. In the event the
developer falls to correot any damages wIthIn thIrty (30) days
after wrItten notIce thereof, then sold damcges may be
corrected by the olty and 011 costs and charges bIlled to and
paid by the deve I oper I butth I s remedy sho I I not I I ml t the 0 I ty.
and It sholl olso hove any remedIes avolloble to It os opproved
by low.
The terms of th I s Agreement sho II be for 0 period of t'ro (2)
years beQlnnlng on the dote of wrItten acceptance of sold
Improvements by the cIty os evfdenced by the fInal plot
opp,..ovol of saId completed Improvements.
After the termInatIon of sold two (2) yeOf' perrod the olty sholl be
responsIble to the ortlzens of Peachtree CIty for the
maIntenance of sold Improvements os provided by low. No
roodwoy and assoolated rIght-Of-way sholl be accepted by the
cIty for maIntenance unless It scores 90 or above on the cIty's
asphalt pavement ratIng form. ProvIded. however, any
d~Qes ..., I ch occurred pr lor to the end of so I d two (2) year
perIod and whIch stIli are unrepolred at he termInatIon of sold
perIod sholl remaIn the responsIbIlIty of the developer (wrItten
notice of sold damcges must be olven prIor to the tIme the two
(2) yeor perIod ends).
IN WITNESS WHEREOF, the developer has coused thIs
Agreement to be executed by Its duly authorIzed offIcers thIs
Ul.1.~ay of ----~.L..--. 19~
c----- J:ff2
By. _~d~"""v-
Tltle:_~~~_t2_____
"-
FINAL PLAT
OF
THE
POINT
ON
LAKE
KEDRON
PHASE
TWO
CITY OF
LAND LOT
FAYETTE
PEACHTREE CITY
123 7th DISTRICT
COUNTY GEORGIA
CERTIFICATE OF DEDICATION
Stote of Georofa
County of Fayette
The O\W19r of the I and sho~ on th I s p I at acknow I edtJes that th I s
plat wos mode from an ootuol survey, and for value received the
sufflclenoy of which Is hereby aCknowledtJed. does he,..eby convey In fee
sImple to the City of Peachtree City. GeorQla. and further dedlcotes to
the use of the pub I 10 forever all streets and rIQhts-of-woy. alleys. cart
paths. watercourses. draIns. easements. oreenbelts and pub I 10 places
shown he,..eon. except those easements deslQnated on thIs plat
as other utIlity company easements, and except those streets
speolflcally dedicated on this plot os private streets.
In conslderatfon of the approval of thfs fInal plot and othe'"
valuable consideratIons. the owne,..s do hereby agree to hold
the City ()f Peachtree City. Georolo. hOf'mless for 0 fIve (5) year
period from any and 011 monetary lIabIlItIes ~Ich may arIse
from any and 011 ololms. domoges. or demands arlslno on
account of the deslQn and construotlon of publlo Irrprovements
of the. property shown he,..eln. to Inolude but not lImIted to . the
roods. streets. ~111s. embankments. dItches. cross drains.
culverts and brldges wIthIn the p,..oposed rIght-of-way shown,
resultlno from any and 011 causes other thon by an aot of the
CIty of Peachtree CIty. GeorQlo.
And fu,..ther. the o~er wo,..rants that he owns fee sJrrple tItle to
the property shown hereon and oQrees that the CIty of
Peachtree City sholl not be liable to the underslQned or
subsequent owners In tItle for 0 period of five (5) years for any
olalm of damages resulting from neglIgence In exerolslng
enolneerlno technIques and due cautton tn the construotlon of
cross draIns extensIon. drives. struotures or buildings. the
chanolno of courses of strea~ and rivers. floodlnQ from naturol
creeks ~nd rivers and any other matter whatsoever on prIvate
property. Any and all monetary liabIlity occurrIng under thIs
paroQroph sholl be the liability of the owner. I fu...ther wo,..ront
that I have the rl9ht to convey saId lond accordIng to thIs plot
and do hereby bInd myself and the owners subsequent In tItle
to defend the covenants and aqreements set out.
IN WITNESS WHEREOF the undersIgned by and throuQh Its duly
authorized corporate offIcer has executed thIs document thIs
Jk~~ay of ____~-----. 19~~__.
:~:~~~ITY ~~~~@2____
~.. Ie: ~t:~~~el OP~<Itln9 Offlce~
- ~1iJ{j1~~;. ~f) . ~ .-~? -{J 0
Notary Pu I 10 (atJtHe. cb .
STATE OF GEORGIA I
The conveyance of streets and r"19hfs-of-woy and publIc
dedications sho~ on this plot ore herebl accepted by the City
of peac~tree CIty. GeorQla. ThIs the __ ~__ day of
____~~__~-----, 19_~~__.
THE CITY OF PEACHTREE CITY. GEORGIA
By: _~Ji~__f~-t~-
Mayor
f.\\\\,"lIltM~~$t' ~ AOI_~'~' ot~_~(
~~~?J: 4l'''~ L~uYc~~:C_-
~~~'."O TAN.. O~
.~ ~~(.. \'~'~ .
· ~ .! E' .... -
-- - --- -,---
N f;l0RGIA ~ ~
. . ::i
~ .. MAY n ?rD1 : ::r
%~~~~. ttJ"~ ~;~-~I Ord. No. 544. 8-2-90)
~ v. . (J \ "". " ~
~ ~~.~.l1...~'~~ .~~
~ :"- I:A CO.v ~...,.
'7ttt11fl," 1\\\-#
/f/111f1/lIll1ll\\\\\\\'\
----~~p R fN fETf'..'--"-"ll
, . J
i
. )lt6 f~J8 i
I
SOUTliEASTf: R~ ENG I N E ~j
.-. ...- -". ~;( C -.f\OA. ' , ..
, ~'~. ~.. .' ~ ~~'
: ; :~ " t.'~ p' .:; . :t:, , C
. '. ,1 I' ~ :"i .. _,.(;'
...35 J 12:c..I(':/;
/
I . ~.. ,.. ,\00, ^ ~ r; I
· ';4 - . PrN:/fm't ~ a lJ i, h
,~ ~.lp~ 0 ~ I~.~~
#~l \,..1 \..J~l' ~ '3 ~~
,.' . . ~ lp.....~ .- .. ... -- ...... ,~ $IA()~.( .f.&.
~ - I . I' -"dS f.
i" '#, '.t,I'" j ~
.'~ - '~} (ft ~J ~ l1:a ~,_>. .~~~:J(ti
. , 'J~ ttJ ~~!J \!)o.:11P~~~'r~:..,. ~~\~
:~ S' ; l.J It, \ I' : '..:~:i t~~rJ~
~ ) E~OV II' '~J~~ .~y~
~ ~j I ..... · Y' l~'\r~~tf.~?"''l~,~, t~ .\
~ fJ ~...\ Il '. I - ::~ A"'P f .
-it-.:....I-~-. ~," ..~,-t ~ ---- --- .. i
~(O~ ~ --- I I ;Pa~'-. '~. .1..:;". ...0 i
'1:.1. 0" .~~ ...... ..c. 'i'~'b'''~? ! .I:,"'. oj' . ,', r'" I
i,j;.f0,MI(^ ,,~ 33 '. .' ~;'~,f.~fl"'~ :~""'~'" ~
i'-1'tt:'J1I1'-Ll,:. "='. ,..t.... .. ~~\'''..L.~;;.. I . C)
LOCATION MAP
PIPE CHART
NO. SllE/TYPE LENGTH INVERT ELEV
1 18'ACCt.9 J79'
011 891. 88
2 18 'CMP 80'
012 880.81
J 24itACCMP 176'
CD1 815.35
4 JO'ACCMP 30'
CB2 874.74
5 30'ACCt-f' 159'
HW1 813.15
C63 85....28
6 18'Ct-f' 112'
HW2 647.87
013 859.81
1 1S'CMP 16'
C8... 851.98
8 24'ACCMP 30'
C85 856.90
9 24 'CMP 188'
JB1 846.47
10 24'CMP 28
HW3 846.02
0(4 864.69
11 18'Ct-f' 14'
CB6 863.98
12 24 'CMP 30'
CB7 863.41
13 24'Ct-f' 118'
HW4 851.82
CB8 860.69
14 18'CW 121'
JB2 841.81
15 18 'CMP 162'
HW5 846.31
OS1 646.08
16 JO'CW 62'
HW6 843.11
OS2 642.39
11 JO'CJAP 35'
HW1 640.01
OS3 844.42 ,
18 30"CMP 54' r
HW8 840.76 NO
. TOPS NOT CONSTRUCTED AT TIME OF SURVEY
:r.~t.~.'.~. ~k.>>.;~.. I..d~a.:
tJOll . ~..f';~'
,,4/d-- 1'[.J.~.-!~~~"~tltr\.J '"
NOTES.
1. OWNER/OEVELOPER: PATHWAY COMMUNITIES
P.o. BOX 2001
PEACHTREE CITY. GEORGIA 30269
170-481-3~85
2. ENGINEER: SOUTHEASTERN ENGINEERS. INC.
P.O. BOX 103
FAYETTEVILLE. GEORGIA 30214
110-461-4292
3. TOTAL TRACT · 60.06 ACRES
TOTAL AREA THIS PHASE · 28.19 ACRES
TOTAL R/W THIS PHASE · 2.51 ACRES
TOTAL No. LOTS THIS PHASE · 28 LOTS
4. PROPERTY ZONEDa GR-12
DESIGNED BY R-15 STANDAROS
FRONT YARD SETBACK - 40 fEET
(UNLESS NOTED OTHERWISE)
SIDE YARD SETBACK ~ 10 FEET
REAR YARD SETBACK · 30 FEET
MINlt.lJM LOT SIZE - 15.000 SQ.FT.
MINIMUM HOUSE SIZE - 1,400 SO.fT.
MINIMUM WIDTH AT B.L. - 95 FEET
5. THIS PROPERTY CONTAINS AN IDENTIfIED 100 YEAR
FLOOD HAZARD AREA PER F.I.R.M. PANEL NO. 13113C0080D
DATED MARCH 18. 1996. THE 100 YEAR FLOOD ELEVATION
FOR LAKE KEDRON IS 841.0
o. FLOOD LINE BASED ON TOPOGRAPHIC SURVEY BY JACK BERRY
AND ASSOC. (NOT FIELD LOCATED)
6. JRON PINS (1/2#REBAR) TO BE SET AT ALL PROPERTY CORNERS UNLESS
NOTED OTHERWISE.
7. TBM - P.K. NAIL SET IN CURB INFRONT OF LOT 42 ELEV=861.42
8. WATER PROVIDED BY FAYETTE COUNTY WATER SYSTEM. SEWER
PROVIDED BY PEACHTREE CITY WATER & SEWER AUTHORITY.
8. THE BASIS FOR DIRECTIONS SHOWN HEREON IS: STATE PLANE
COORDINATES (GA WEST ZONE) LOCALIZED CONTROl NETWORK.
9. ALL BUILDINGS. SURFACE AND SUBSURFACE IMPROVEMENTS
ON AND ADJACENT TO THE SITE ARE NOT NECESSARLY SHOWN HEREON.
10. DRAINAGE EASEMENTS LOCATIONS SHOWN HEREON. BEYOND
PERMANENT STRUCTURES. ARE APPROXIMATE. SAID EASEMENTS
WERE DETERMINED BY CURRENT WATER COURSES AT THE TI~ OF
SURVEY AND DO NOT PURPORT TO REFLECT ANY FUTURE
EFFECTS OF MAN-MADE OR NATURAL OISTURBANCES.
11. PRIVATE COVENANTS ON PROPERTY RECORDS ARE IN DEED BOOK 1110.
PAGE 625. FAYETTE COUNTY, GEORGIA RECORDS.
12. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED
OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS
MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD
CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR
DEVELOPMENT OF THISfRACT.
THE FIELD DATA UPON WHICH THIS PLAT IS
BASED HAS A CLOSURE PRECISION OF
ONE FOOT IN 63.909 FEET AND AN
ANGULAR ERROR OF 01 SECONDS PER
ANGLE POINT. AND NO ADJUSTMENT
WAS USED.
THIS PLAT HAS BEEN CALCULATED FOR
CLOSURE AND IS FOUND TO BE ACCURATE
WITHIN ONE FOOT IN 321.616 FEET.
EQUIPMENT UTILIZED:
ANGULAR - TOPCON GTS-303
LINEAR - TOPCON OTS-303 EDM
NO NGS MONUMENT LOCATED WITHIN 500' OF SITE.
DATE OF FIELD WORK: 8-8-96 THROUGH 4-23-98
IN MY OPINION. THIS (S A CORRECT REPRESENTATION
OF THE LAND PLATTED AND HAS BEEN PREPARED IN
CONFORMITY WITH THE MINIMUM STANDARDS AND
REQUIREMENTS OF LAW.
~q~
W. S. Boorrd'.1;;:);~L. S. #2580
~
4(, O.-!t G /
~
. ~ <>
58 f..i L...t
'!J /11""
, I PROF .IO~...
~~~ ~
~ .,lSrb $U~~~~
. ~ BOo~\~
REVISION
CKO
DATE
'"' i
.... .
j i ~
j ~
~~~, . b~1
='J3~ ~Jf
~ ~-
~~2E . ;! ~..~. ~
g>
~ CJ) .~
~ CC ~
<L)W~
'th W -I
~Z'~
<L)-.
~<D.~
'~Z~
~ Q
~
z
0
~
Q
~
~
~O
~~ >0-
....
~ j~ .....
U
< w
..J w
a:::
0.. ....
~ :J:
Z~ U
~ 0 4:
W
~ a..
Z u.
P-4 O~ 0
~ >-
....
~~ ......
U
Z
~
0
~
~
:I:
~
,
,
.J PROJECT NUMBER
'"' 96029
.
c(
(,)
.
>-
~
UJ
l-
I-
W
>-
4
LL
,
.....
o
....
a::
l-
V)
-
a
.c
.....
,.....
C'f)
('\J
~,r.:'
c
u,
c
DRAWN BY
TJ
CHECKED BY <;'J
a.
SB BB J R ~
-'''-
a..
6-24-98 ~.
L
.:.)
'Jl
../
Q'
~~
DRAWING NUMBER ~
1 OF 2
G - 2.5 . (j g
ISSUE DATE
-
FILE NUMBER
.J "
WF
THg POINf ON LAXE KEDRON
PHASE ON!
....~ P8 29. PO 169-111 <)
\~.. / ~ #'
,4,'80.,J, / 20' ~~j
, :-..6' ~~ S.5.E.....~ ll'"
Q r.......... .2. ~
<0 I 1 ~"_fi}
". I ..... ...J .?~.? :.. ~
~ ' · a}, ., ~
I ~~
I 23.828 "~ ..'
" 1\'8, sa.FT.@ Nose52'1S"W ' " :~.o:.
, I O. ~ . 36 " " A~f
:21 <. v6' /' 80. 74' :"9~' ,'Yb.
., ~!} ..'J,+ ~ ~.' ) '-..... .',s, I I
~ I · 6~ If ..... ~ .. / /' ..... ..... ..... S.J~ I I
"/ 24.439 ~ S, : 3~1 / /~ ..... 'Iy~ I
/ ..-.1 ~.. . ______________ / / / / ~ o~. ~ ......J I '- 20' CART
, I SO. FT. f'! ;" ~ ".!80. 20' / 't/ 20 rs,..... PATH &
~ ~"'-~W1N @ ~ ~ ~ 1 """ .16' q.E. '/ / ,,"> · .. ,I' 1 S.S.E.
i..... I ........ '-4.l.Q - 0, \::!....Y ~ c1' ~ , 0, ~ t:o" ,,"> · -......., I
"', I ........ "'r:t.....<~~" J ~,,~ .... 9)' /" , r---20'CAR
lI) ,,' i~~~:..!I.J A ~ / I", ,~$'. '.~.' ,. ,!>9:i // ~l,J I PATH <'1 ~,s.? / / /
,?I 0..,0"............ /~, ~>~ N/F :.~:' // / 31.191 fri' EASEMENT <.80' 'S6' "1
20' ~,' @ ~ ~ ~ 11.711', ~.f 011 THE POINT ON LAXE KEDRON // / 4. SO. FT. :... !!/ I I
~~"~' 27,669 ~20''''''};4 ~6J SO.FT. "".-,~.,+ PHASE ONE / / ~v. "'..: 29.181 ','
~lq j SO. FT. ~ D.E. <J' cb~..... -<$~.qft L 0,- V ' PB 29. PG 169-111 // ~/ "'~'~:"':o.. 9 iJ /? so. FT.
, A (J' 7 4,,~ 2 /,..: ,.. / ~. v V" \::!Y ~, /
,:r / ... ..... 'I} 1 / C)v. : 5 ., / .... v V ' I ~ / I 'OS
;/J. L - - -N31~l!'-55"W J - ~~""'l'" ""'6\1 ~ ,"'30' 0:(' & :'.;', ~~ //" 19. 451 'is'9~'>~ ,-- Z'..,'@ l' ()~..~ /,,' / J .S~
. 7, _ _ 25.f~1.4.:.__ ...., I ~ ........-:::cr~t~ 5.5.E. '.. '.' i() SO.FT. " ,.,~ \\~~.1,~.t;)?> 'I lJ)
'~I 1 ---r--- f62\ 30' D.E &~~~~OO:; .... :~~.' I-",j(/ ~~~ @/A---L,'A Il.<. ?,~ 46.949/,' " -:~
, ' C ~ 5.$.E. --~ 1~""'- 1 n. v. ~ - (" ,
~,' 35'338@'/_l.t\24'748lv ... O.~-~........ 20' II" // /O)~ ~OO~>, A ~~ -1\ SO.FT.,' / L58
,.., SO.FT. 39 / B ~ A SQ.FT. o.c" '61J.~o ~ -... --.............O.E. A~.~Y"""" / 'a.$'o' , ~ O@t'
i:)' . \" 0) vQ.... .... ~. ",Q A":J::..J,.. 19.690 ~.. }. 19.61 6 OJ." 52 M.F .t=:.E,'
" I ,~ cl..JI"'ve \ ~ ..... 'r-_' ........ ~ ,'2.~' ~ 'a't; SO.FT. , 1< 26' I A "" / en
,'L I ~,. #1 ~ ...... 22.460 ~Iq ....-'36 ~" ~ y E)' B $~ r; 8471.0,' /~
..J. A~ ~ <V SO. FT. ~ 20' · 41....... -.....~"6.~1 ?. '56' 19
f-/,"~~8'-J3'55" ~ ~ .......... $.S.E. r v' ~OO '" ~ / ) S7 '
~1/l-f--204'74_~- ---J l' 'q. .~.~ ~ @ -J~4>' 30.681 l" t> 21.991 'o.,$:, A ; '1 "E 1 L6
till,' I 20' CART ~ \- - ~~~~'/,1 Qp"~ ~ '" SO. FT. J? * ~ ., -\ SQ. FT. v. ~ / .t}' ~ ~ A fa / @) "'~':'OE. 7 I .0
/ (I P A TJi -.. ~ ' ~ A. (~ (Q. 28 · 754 ... ~ 26 . 1 85 ~ ~ _ @ o,~ / '\ ~ I
/ / / EAS'EMENT ~ A ~ '). ~ ~ ~ SO. FT. ~ <D · 51 ~~ ~ ~ 41 . 774 1:3 / l
// //1 r: \ ' .~- ,-1;)' B $6'. 18.19'~ 8 N ~ ~ SO.FT. ~~~ ~. ~ ,C)o, ~'l,' / SO.FT.t~ ~ ~J
// / M.F.F.E. t4Q\ f6\1" \ ~,. C s: .9" 20' z t59' lJ) N .. ,~. ~ ,,'" fI~ (tq _VJ.
./' ,/ / 851. 0 '.:::;I ~,/<8, A "'" "\;>$ _ D IJ~' IeJ ~j @...O rJ" ~ """@tM.F.E.j. ~ 49 IJ TJ
/ <""'..... t: 64.044 , ___....--' 24'B/C .>.):. .,.,.. ~ ---- - r- __ __~. ../ A <>t' .,4.~' 844.0 ~~ - " ~ (t
", '", , SO. FT. " " TO BIC s., ,~l,. ~ A 56018' --- _ ___ ...----- ...O..s'~ 40.331 ....,. I /~ tl
'1; ", 1 t;j1\ "0. il <!J!- n 134.32' DI~ ' C / @ ;t. SO.FT. ~ / L56 /-J
~ ~"" ' ~/D. E. HW2 I.;!..:J <9.<,,-- A ~ csttl;VE- -c:::::::::::- .. rl 2. 7:{; A ",. ~~ a <'.9<9 "> ~ 'V-"'/~~/
~ ""'-....... "'" OS3 ~ 64.558 · " / rf ~ -,,!..- S84.0J'51lie- {11} ~~ca6 G~'4 ~) 36.257 .~~o.._/ )/.1 / 4'
, ~ SQ. FT. ~ /,," A I ~- . I; ~ ~ So. FT. V / / / "v
"" J- L4 ---- ~" ~~, \> ~ '-J "'-........ 30 32' '120.90' I p;...CBl _ -"S''? .~ ~.65 ~~ M.F.F.y // ~ 20' I
)' _~ ~ M.F.F.E. ~- / l ' ~. 92.05' INr A 'fB ""~ ~ ; \ ~- 844.0 // /./ S.S.E. J~
" >> .,HW8/ -'I') 851.0 <5" / 1~30' O.E.-- -:-- -I , 0 ~ ~~ .},9, ~..>.. / I~ "'-I
, ~/ / ~ ;, ~ 63.863 " '@ & S.S.E. 26'B/C -- -- __ I I@ ~ ~~ V'-28' I ~.s $'0 // / .~
_./ O.~. ~,_.//).:. '" '~ .~..... SO.FT. I / f43\ TO B/C f45\ :::-~'-=-W'\ '($) ~ J @ .f'" / /(L46 LS2 lI)
J 4... l2 / / / \ ' , ..e> ;- I 1 \!.::J ~ ~, rOE ~ - ' ~ ~ A / / " _. -... "
~~ _~ / \,' " '" M.F.F.E. " / 54.606 ~ 45.211'" ~~ ~ v{~ 45.951 , / '-.. ~-"'-..
1.8 \ \',....., / 848.0 ........ r_SO.FT. M.F.F.E. 38.178 sa FT HW4' t ~ C <If: / SO.FT. I I '" <~
..... ' ..... .... - - 848 0 sa FT .. It 1 rr A I y.>
~~ .......... .....", ................ ""....(} ,-__ ----_.... .. 3t "~~ 58.091 A4\' J! /' M.F.F.E.,' I ')
-J \ .....~.................. 1Ji' 'HW -- ~ -- M.F.F.E. - M.F.F.E. ~W08 ().~. SO.FT. "" x:J't t /' 844 0 I ~ !
',.... r...... ... - 84-4.0 ~ 853 0 051 -+-- ,---- '8.' I ' L49 ~~
<'", \.." .......... .ZS~'E.' ~ / t :/D Elrr;sO _2 L-- ~ f> -= - _-_-~ j --=-~__ )~ ~ ' , ~~:. O\2.~. ~ i- @ j.,~ > - ,',/ ,"
.... '00" --...... ~ ~\ .. j@'O;;; f ~--__ '~,' H .....:t~ .............. :: 134 518 ?..'" I I )
...... '"Ii -........" ,,"1'1.. f.O · ...., ..... h, - ~ l/i).~""'...i · I /
(s f(~~:~'?2o,' Nisi -",-~r"Flf!!___~~~~o;8U~ H;6-J~""''''''.....~fr8~''A...'''~@'''''..J: SO.FT. I I
I., "0 .,.,,"'.. (,) - 'l 0 /' "F",'ER , ~Jf....., .....,..... "j 5.....-'.,JJB2 ~ I I L45 / ~
o """"~ I ~'\ V) /" " , (j.. ..... ..... ," II M. F · F · E · I
, I '~~-- '"/ ... ""'~"''''' \ ~' N ~ .......... "........... - 844. 0 ~ I "
L9 ~ ~ L18 L22 III-,.,; ,'..... ~~ I 1ty I ( ~ '-42
'-15"~ ~! 1__ · '..lr:\1 1I6 lr;; 20' 'L {I~ ~ \ "--. ~, ~~. " I
~ t,~ 1 ~ ~ V-~~~ '--l'I1,.,?::j..... 0 I \ ,g, =~
......,. I ..: I ~^' ~, ~ ,..... ~ ....." I,' ... -.. 0)
TOP " DAW TOP OF DAW / j ~ ,'v ~ " . 20' "................ '....J I ~ · f lV
ELEV~41.0 -J I I. ~....., I ~/:>"
ELEV=352.0 j L 19.' ("" {.s.E. ....J w \.~o
~ ~ "...,.,,~~ " '" \ ~ ~ Gi ~
1- ~ '\ ~~ J ~
;:;;23 ~.,o '" '" g /
o \ \ t-
~~ '" ~""/ / !
'\~
~~!llijlcritiiA 111fl-1 ~::r I
0AA1HAGC cA$Q€JtTS l.OCAT10iS ~ HERlCJf.
81~ PIJUWl[Nf SJJb:TtAlS. ARI APPAQ)( "'ATr.
SAl0 tAstt.QTS ,WlRC OInRMIHtD BY Ct.IRADf tArot
~$lSAr nc ll", " SORVl't Nt) 00 NOt ftNORf
TO Ruuet >>ft fUTUAI UUCTS " NAH-*OC ~
NA T\JRAL 01' Tt..IWH<<s.
NIF
THE POINT ON LAKE KEORON
PHASE ONE
PB 29. PG 169-111
N/F
SUTTON'S COVE
FUTURE DEVELOPMENT
:29'1
~ . .
/,.
"
.
LAKE KEDRON
L3
TOP Of DAW
ElEV~50.0
LAKE KEORON
LOT R/W CURVE DATA
~
'Vo.. '
LOT NO.
31
38
39
CURVE NO.
, A'
, A'
, A'
'B'
, C'
, A'
'A'
'B'
'c'
, A'
, A'
, A'
, A'
'a'
'c'
, A'
, A'
'B'
'c'
'A'
, B'
, A'
, A'
, A'
'A'
, A'
, B'
, A'
CHO BEARING
S24'39'32'W
S 11 ' 11 ' 19'W
N36'56'35'E
N2S'40'536'E
N02'49'066'W
S26'02' 146'E
S81'31'48'E
511'46'416'E
541'33'066'E
560'54'21'E
515'53'326'E
586'18'016'E
N85'19'35'E
564-02'13'E
556'54;556'E
N6S-,1'S96'E
N01'S6'55"E
N09'30'156'E
N45'14' 18"E
N11' 39' 46"E
582'55'42'E
N54-,3',66'E
N06'33'49'W
N50'2f'01'W
51S'28'36'W
520-,,'35"W
S16'44'32"W
553'20'23'W
CHD
45.38'
83.55'
51.2S'
29.93'
50.52'
61.92'
54.52'
29.93'
62.68'
65.24'
18.18'
21.48'
58.11'
29.93'
59.36'
50.91'
69.20'
29.93'
9.94'
23.06'
4.44'
81.02'
42.38'
50.04'
51.01'
63.10'
23.06'
11.46'
ARC
45.43'
83.81'
59.11'
32.09'
50.59'
12.20'
56.59'
32.09'
62.82'
65.39'
18.45'
21.48'
58.8S'
32.09'
62.10'
52.65'
13.15'
32.09'
9.94'
23.96'
4.44'
88.30'
43.25'
51 .51'
59.24'
66.90'
23.96'
11.16'
RAO
215.00'
215.00'
60.00'
25.00'
215.00'
60.00'
60.00'
25.00'
215.00'
215.00'
215.00'
215.00'
215.00'
25.00'
60.00'
60.00'
60.00'
25.00'
215.00'
25.00'
62.00'
62.00'
62.00'
62.00'
62.00'
62.00'
25.00'
225. '
I
~
5TORM DRAIN ~
SEWER PIPE "
LEGEND
40
41
R/W
N/F
BIC
EIP
NTS
SQ. FT.
CB
HW
JB
Ct.4P
ACCW
O.E.
~
B.L.
D. I.
.
OS
F.S.S.E.
RCP
-S-
@
S.S.E.
L.L.L.
RIGHT OF WAY
NOW OR FORt.€RLY
BACK OF CURB
EDGE OF PAVE~T
NOT TO SCALE
SQUARE FEET
CATCH BASIN
HEADWALL
JUNCTION BOX
CORRUGATEO METAL PIPE
ASPHALT-COATED CORRUGATEO METAL PIPE
DRAINAGE EASEMENT
CENTERLINE
BUILDING lINE
DROP INLET
FIRE HYDRANT
OUTLET STRUCTURE
FUTUR[ SANITARY SEWER EASEMENT
REINFORCEO CONCRETE PIPE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER EASE~NT
LAND lOT LINE
AREA OUTSIDE FLOOD PLAIN
~
N
D
TYPICAL SANITARY SEWER
AND DRAINAGE EASEMENT
(NOT TO SCALE)
42
43
45
46
LAKE KEDRON
(
<.)
';>
M
M
-J
41
48
GEORCIA. FAYETTE CCIINrl
filed ~;d.~ I!l,S _ , rl.,'t.. d~'fi
of . 1 ~ !t. ~ ...Jt) A .~t.~
e.JO~ ' ,10 . . p .; , / ~" p
~r/f. /,./ .~' J
?~. ~'. ,....~~~~-t'..~""~'Ctet\
50
~
cj\
<~
\)'
O/F
. PR,I,NTE" 0-:-1
I g 18KBl
SOUTHEASTERN ENGINEERS, me I
-.,-----~ . FOR NOTES AND CLOSURE
INFORMATION SEE SHEET 1 OF 2
51
52
53
54
55
l.oJ4
,
,
NO
REVISION
51
58
60
61
62
63
M.F.F.E. MINIMUM FINISHEO FLOOR ELEVATION
IPS. IRON PIN TO BE SET (1/2" REBAR)
IPF 0 IRON PIN FOUND (1/2" REBAR)
WQa WATER QUALITY BASIN
, A' 519'12'23'W 129.53' 131.39'
, A' N69-04'41'W 116.35' 111.69'
, A' N43' 39'39.W 42.62' 42.69
, A' N10'OS'46"W 245.61' 259.81
'A' N26'09 486'E 25.35' 25.36'
o
,l
100
l
100
-
SCALE: 1"=100'
200
J
300
,
r
yl
?
.:~~,' ! /
;;j
9/
~I
{if
~
REA
LINE
L1
L2
L3
L4
L5
L6
L1
LS
L9
L10
L11
L12
L13
L14
L15
L16
L11
L18
L19
L20
L21
L22
L23
L24
L25
L26
L21
L28
L29
L30
L31
L32
L33
L34
L35
L36
L31
L38
L39
L40
L41
L42
L43
L44
L45
L46
L41
L48
L49
L50
L51
L52
L53
L54
L55
L56
L51
L58
L59
L60
L61
/
/
/
w
.-
o
z
Vl
.....
Vl
~
al
W
W
Vl
BEAR I NG
N10.,8'01"W
N83-,5'40"W
S20'28'11"W
N53-41'48ItW
N66'42'15"W
N25-56'28"W
N11'Q2'51"E
N61'45'51"W
N13-41'10"W
N66-42'15I1W
511-46'49'W
N18-31 '02"W
N11'29'53"W
548-30' 556'W
N13'41'10"W
NS4'51'35I1W
515-21'436'W
S11'46'49"W
535'36'05"W
N01'09'01"E
N68'58'58'W
N84-51-35"W
585'39'05"W
N61'28'31"W
N20'34'54 W
NOO-54'41"E
S30'14'31"W
585'36'05"W
S,4-,6'42"W
565'13'21"W
502'43'09"[
501'33' 55ltE
501-,3' 45"W
N65-40'05'W
N31'05'25'W
N20'16'35"W
N45.31'33"W
N03'28'09'W
N19-09'24'W
N60'21'30"W
S14'33'26"W
N61'31'54"W
S44'03'31I1E
558-,4'26'E
51 4 - 16' 42 "w
N18.21'31I1W
541-25'03"E
548-04'26'W
S14'33'26"W
525'39'58'W
S22'41'45'W
N1S'21'31'W
520'10' 02"W
510-41'51"W
538'31'41"W
525'39'59"W
508-22'08ItW
568'09'38"E
511'14'51"W
S15'01'49I1W
N66'49'31I1W
R LOT LINE DATA
DISTANCE
49.51'
93.09'
9.91'
5.12'
54.13'
S5.16'
11.12'
42.14'
150.S9'
41.19'
34.08'
86.19'
39.01'
62.91'
40.46'
63.23'
44.53'
11.50'
1 05. 1 2 '
62.31'
31.41'
9.44'
34.30'
11.18'
50.59'
38.94'
62.93'
4.56'
40.91'
19.55'
51.53'
33.54'
2S4.52'
123.31'
10.64'
34.91'
13.92'
66.36'
41.82'
29.51'
93.24'
46.63'
25.39'
21.03'
29.98'
11.92'
11 O. 55 '
14.19'
15.53'
50.S8'
40.01'
91.95'
101.95'
40.02'
61.51 '
0.19'
32.15'
12.40'
141.62'
5.92'
15.13'
CKD
DATE
l
j .;1
~gi'
='!t3~
~~~
E~2~
.
iD
.JJJ~
alJg~
~~~~
.
0)
~ (fr~
~a::~
~W~
~w'i
c
~Z'~
~-.
~~.~
~Zij
~ 0.
e
z ..(
<.)
.
>-
{;) a-
B
~ 0
w
Q r-
r-
w
>-
~ <(
I.L,.
~
~ {;)
~
~~
~ ~
~~
~ ~ a-
..J 0:::: 0
0.. r- -
~ :J: 0:
a-
~~ V)
..J 0 -
Z 0
~ OO~ .c
Z ....
~~ r--
..... {;)
C;t.
~ ::cu
~
z
~
{;)
~
fI')
~ N
....
\lJ
..-,
::c: a- lri
o ~~
.JS
~ OU)
~~
...J -
lD
~
~
PROJECT NUMBER
96029
CHECKED BY (~
n
SB BB JR ~
c..
/
C
(.5'
o
DRAWN BY
TJ
ISSUE DATE 6-24-98 f
L
::J
FILE NUMBER ~
ry-.
~~
DRAWING NUMBER ~
2 OF 2 ;;;
NO.
CB7
13
DI5
14
DI6
15
HW5
16
HW6
CB8
'" 11
Th r ~ p I at ~.....e been rev I ewed by a repreee!)J' t r ve of ,jB2
the Fayette C~nty health department ~~based on 18
perco I at I CXl tes ""-Cesu I ts. lay of y" I and. so II D rr
r n f<YlflO t I CXl. e tc. ""ZQ I" I Q(icj tJ~ear 5 to be su I tob I e 19 18 "CMP 2'1 I
for the InstallatlCXl o{ septl0' tanks tJnd draIn H'lfT 844.82
fIelds. ho....ever. eac~ ~ll have to be Inapected ~. 181'CMP 441
to determIne locotICXl~onhb~e. house style. etc. HW8 844.22
before f I no I approv con be t~ued. .. TOPS NOT CONS TRUCTED AT TIME OF SURVO'
"~
TOPS NOr VERIFIED FOR REVISION
N/F
~, r;6-~0 THE PO I NT ON LAKE KEDRON
. ~~ i PHASE TWO
~ ~ P8 30. PG 169-170
~~__ I @
~/fIJOI'i ~--------- './ J
~'f--'.OFHVg.~--.---t==--=----~ _..__-~
. -_ ---~~-- S8 4 ~ 03 I 5 11'E .____T_~~_ ~ e
~-. ------==E.-- - r----=--"
1.305:~-;-;;:::.=__ - ------~~~-.~~ v car ---, ..- ~
TOn ~ONG R--- --!-L!:--/ - ~ -i
Tho owner of tholan<j Sho'M"l CXl this plat ackmwled(Je., Rtf' 1( R/W OF /'N I/tRB 92.05"~ I A \ B '2>? _
th(.Jt th r s p I at W<.JS rooda frOO'\ an r.Jctua I survay. r)M JtN rs SQUARE, I il;;s.. t5' ~~_ ~J'_, \
for va I Ge rece I ved. the suH I c I ency of ..n I ch r s 26 BIC --- --~_ _~ /"::!!.- --: \()" 23 II
hereby r.Jckm'.led<Jed, does r,ereby convey In fee alrrplo TO BIC 0""5\ ~[I- 20'\ ~_ ,~ ~~
to tho CIty of Peachtree CIty. Georg I a. and fur ther r;~ 'Y 0 151 , D. Eo .'< I PF
~e<J I co t es to the use of the pub" c forev.... 0 I I "tree t. ~ 45 . 2 1 1 I I t4?\ \ :;: ce0 I, "R8
IJnd r I <Jhts-of-way. a I I eys. cor t paths. 'Watercoorses. dro I ns. NIF sa F T I I ~"...~ C -~ rT'" A 2
easeroonts. oreenbelta and publIc places aho'M'") r,ereoo. except THE POINT ON L~KE KEORON . .. I I@ 58.091 171 I
those easecoonts des I cnated on th I s P I at as other ut I I r ty -,~ - "PHASE TWO. ~ ~J. F . F . E. :: sa. FT. ~ @, I
cmpr.Jny eaSOO"J3nt.5. and e;.(cept thoae s treats ~pac I f I C(.J I I Y - - --='~~l~:.~~~:1_?9_-~_7_0 ~:- 852.0 I I ~. F . F . E ~:.:- I
desl<Jnated on thl., plat 0.'3 prIvate streets. -- - -- ::'~"""'::';~f-~,_- _ t 1@852./iD.E. -J ~V
- - '_ ~ <n-._':----- ____ D I 61 ~' 1'.0 'Y
,-- 0 ------.. ,- '- -. ~.......... N
In cono5lderatloo of the opproval of thl~ fInal plat (j)gj ~ - '- - _ ~~~~'_ _~ I I f~ "'-,,, ._~,I (\~ 's3a4.'F5T1.8
and ott,er va I uab I e cons I derat I ons. the O'Mier s ejo ~ ---...... ". ~
t"'iereby a<Jroe to hold the CIty of Peachtree City. ____ ---<)<)~.~ ~ HW6,J ~~, ~ @< rrJB2 /
Geor<Jlo. r,arrnles., for a fIve (5) 'jeer perloo from .~;,.C) \'" vV""ER~ I r"'-~ ~ 'W7 I I@ M.F.F.E. ~I
C)ny ond (.J I I fOO(\etory I I ab III t I 133 'Wt'll en rooy or I ae"'~~~ '- \1 I(q ~ ....::... '- "~~:q I 844.0 cr: I
, oO~..:~ "~ ,'1 ~ .......... '- '- '- ' , I D I 7 t:
frOO'l any cl,d a I I c I 0 I rns. domo<Jes. <Y decmnds or I s I n<; 'to- I 22 '. I I r-- . \' Q It ~ / u. fj
on aCCOl1)t of tho des I <In and construct I on of pub I I c I PF 1;-::- 'I.. I N ~ L28 '- '- '-~~ /"$'" '- '- i ~J~
I t f tloo. L h hIt 1/2"Ra~J I 'I :- ~ HW8 '- _
Ilprov6lOOn s 0 I.e proper, y 5 own ere n. 0 __________-----.~- 1..<1p........ / II-..op<:j,,^ "', '\"'" V-;' ;.... ~~_ '- ..... ~ ~ q/ II
I nc I udo but not II ml ted to . the roods. streets. " .I'.,,, -. 'W, ' , L1l'
frlls. ootlankments. dttcr,es. eros-' draIns. cUlvort.3 '--'.- / ~ ~" ~"", . I ,~ ,'-~ '.....'-~J.II I
ond brld<Jes '*Ithln the pn:..,oaed rloht-of-~ay sho'M"'l. 01 IDE ',/....J I ~ 20' "'-S.... '- ~ I
(\J I .. '-" ............... ,~, 0, '- '- ~ I
rosu I tIn<;) fran rJ"lY and IJ I I c<JUses other than by an -I I ". ", ~. S. E. J'~ ~ ,J
(.Jct of the CIty of Pe<lchtree CIty. Geor<Jla. j I I L 19 ~.' "201 ~~</kk
t~,.... 0' "...,. ~" "'1-~\
An<j fl...lrther. the O'M'iGr vt<J("ronts th<.Jt he o.....,s fee 1..<1/ ;' "', D.E. "-
s I Ill> 10 t I tIe to the property sho....n hereon ond a<Jrees ~ 2 3 I.. <fO " \
th<.Jt the CI ty of Peachtree CI ty sholl not be Ilablo LOT R/'N CURVE DATA _
to the undersloned or subseqJent O'~ier5 In title for LOT NO. CURVE NO. CHD BEARING CHD ARC RAD
(J P'Jrlod of fIve (5) yecrs for any claIm of dOfOO<Jes 45 IA/... S86.1S/07i1E 21.481 21.48' 275.001 \~ )'
resul tlrr<J fr~n rre<Jllc;;ence In exerclsln<J ar'r<Jlneerln<J 46 I A' N85-19'35i1E 58.17' 58.881 2T5 00 \
techniques an~ due .,outlen In the censtructlen of 'a' 564'02'13'E 29.93' 32.09' 25:00: " ./ '
cross drolns extensIon. drives. structures or ICI S56.54/55*E 59.361 62.101 60 00 ~. . I
bur Idln(Jtj. the ciioo<Jln<J of COlJraos of .,tre<.Jffi' tJnd 47 ' AI N68'17/5'3"'E 50.971 52.651 60:00: ~ ' ,,- --' ,/
rIvers. f I 00<j I ng fr~n natl.ra I creeks and rIvers and \
ony other rflOtter '..t1ataoever CXl pr I v()te proper ty. ( ~
Any and a I I rrt:fietory I I ab I I Ity occurr I n<J l.J('jcjer th I s (.J;>
pifo<Jraph sh<.J11 be the lIabIlIty of the O'W'fier. I NOTES:
The terms of thIs A(Jreement shall be for a perlo<j of hrther '...erront that I have the rl9ht to coovey aald ,. OWNER/DEVELOPER: PEACHTREE Clf'( DEVELOPMENT CORP.
h.'Q (2) ye(.1ra be<;lnnln<J CXl the d(.Jte of ..,.-ttten land accordln<J to thIs plat and do hereby bInd P.O. BOX 2007
acceptance of saId Irrprovementa by the olty as myself ond the 0-..1er8 SubseQUent In title PEACHTREE CIn. GEORGIA 30269
e\lldonced by the fInal plat approve) I of l3ald to defend the covencnts an<j lJ<Jreerrents eet oot. rrO-487-8585
corrplete~ Illl>rOVelOOnts'-;.N..;;\i~~'tWHEREOf' I hove hereunto l3et by hand c.Jri<j 2. ENGINEER: ~:~~~G:~;E~O~CIENCE &. E.N GINEERINr-H~c.p~.'<II\rrl~(.)""<'-'"-'<
After thll termln(Jtlon of 8ald two (2) year perloo. ;' .....(;;f.r'"x~f~~ealthls ~-+~- day of AREA :::: 5":~~AtcE_R:E~Es1~~~~~' GEORGIA .50214 '-'~-~r'J rL_~-l- 'S-~-1~~~.,').~.'.)-"""]'
the olty shell ba responslbla to the cItIzen., of f~<.!'. (~~~\Vf----' 19_~~~_. ~~ I l.".."
Peachtree CIty for the roo I ntooance of 80 I d ,. ,.. oJ '" .5.
I f.C: ,~ ~ '1 ~ - No. LOTS.:': .5 LOTS -----------------
I trprovements 05 prov I ded by law. No roodwy and ~ ~ \. ^Ut3." ~ . ~~ L ') c-->.f') (j(~/' 4. PROPER TY ZONED: GR-12 INTEGRMED SCiUKE & ENGir~EE,qING
IJSSOC rated r I C)ht-of-way sha I I bo accepted by the r: _ . ,., ~v v~ "- ~i
C.lty for roofntencnce unless It 8cores 90 or obove ell, ....... .--_~-~_ ..dt~.;,-...__----(S...EAL). " '.' L \.~.'~ \-,l) DESIGNED BY R-15 STANDARDS ~~~-~-- .. .. I
'ft ~ · ~. ~ FRONT YARD SETBACK:::: 40 FEET (20 FEET LOTS 1-14)
the cIty I s espha I t pavement rat I n<J form. Prov I (jed. .o;.'fL~OOcOOO~rp<P ~ / IJ /"'" -, ,er
"~. - (UNLESS NOTED OTHERWISE)
however. e.1ny deroo(Ja3""I~h jocc~r:;~~~rl~ I ~o the end ',,~~ ('- -..c/(Cl--H".4t......( ,itld V-lV5 SIDE YARD SETBACK == '0 FEET
of sold two (2) yeor per 0< an J s are ---- _1_ ---------------- . REAR YARD SETBACK == 30 FEET
unrepolred at the termInation of sold perIod sholl Notary Publlo ~())(nmI.UJon,:" ~
remaIn the ra8j:ooslbillty of the developer ('M""ltten STATE OF GEORGIA ~p't~'~Jt).'2001 MINIMlJt-4 LOT SIZE == 15.000 SQ.FT.
notIce of saId dOITlO(Jea l1l..Jst bo '.lIven prior to the MINIMUM HOUSE SIZE::: 1.400 SQ.FT.
tlrr.e the t'NQ (2) ye<Jr perIod O(',ds). The conveyonce of streets and rl9htlS-of-way and MINIMUM 'fIOTH AT B.L. :::: 95 FEET
pl...ibllc dedIcatIons sho'*", CXl thIs plat tJrll hereby 5. THIS PROPERTY DOES CONTAIN AN IDENTIFIED 100 YEAR
occepted by the CIty of Pe()(;htroe CIty. Gerro! a. FLOOO HAZARD AREA PER F. I. R. M. PANEL NO. 13113C0080D
D ATE D MAR C H 1 8 . , '396 . THE 1 00 YEAR FLOOD E LEV A T I ON
fhis the ------ day of ---------------. 19______. FOR LAKE KEDRON IS 841.0
6. IRON PINS (1/2I1REBAR) SET AT ALL PROPERTY CORNERS UNLESS
NOTED Of HER WISE.
7. raM - PK NAIL SET IN EDGE OF PAVEMENT IN FRONT OF LOT 58.
ELEV == 8n. 8.5
a. ~ATER PROVIDED BY FAYETTE COUNTY WATER SYSTEM. SEWER
PROVIDED 8'1 GEORGIA UTILITIES.
a. THE BASIS FOR DIRECTIONS SHOWN HEREON IS: STATE PLANE
COORDINATES (GA WEST ZONE) LOCALIZED CONTROL NETWORK.
3. ALL BUILDINGS. SURFACE AND SUBSURFACE IMPROVEMENTS
ON AND ADJACENT TO THE SITE ARE NOT NECESSARLY SHOWN HEREON.
10. ELEVATION CERTIFICATES SHALL BE REQUIRED PRIOR OF ISSUANCE OF A
CERTIFICATE OF OCCUPANCY. THE MINIMUM FINISHED FLOOR ELEVATION SHALL
BE3 FEET ABOVE THE 100 YEAR BASE FLOOD ELEVATION ADJACENT TO THE PROPERTY.
'1. ALL BUILDINGS. AND SURFACE AND SUBSURFACE IMPROVEMENTS
ON AN ADJACENT fO THE SITE ARE NOT NECESSARILY SHOWN HEREON.
ORIGINALLY RECORDED IN P8 30. PG 16')-170
It Is hereby certifIed thot thIs plat Is true and
correct and was prepared from an actual surve'j of
the property made by rr~ or under Il~ supervlslonl
that al I monuments shown hereon actually exist or
ore merked 08 ~future~ and theIr locatIon. sIze.
type. ond materIal tJre ccrrectly shown: n,ls plat
conforms to al I req~[r~nts~ GecrQia Plat Act.
BY::-~<~~-~~__~__
Re<Jrstered Surve~or
No. _?s:-!!<2____
DoteJ</7~;J
FINAL PLAT APPROVAL
Th Is p I at coop I I as wIth the zoo I n<J re<Ju I et Ions. the
land development ordlnonca and 01 I other re(Julatlons
Qovern I n<J the I and devo I oprnent for tt1e CIty of
Peachtree CIty.
?~o/'LJ.!~~~- .-/
CIty En<Jlneer
~i~L~LfGYk
CIty Planner
/2,/'1.11
------------
Dote
r~~l':t.A1
Date
\~~~~
~or/Clty Mana~arl
, I' \ 1
/ .! I II I ~ I 1 'Yi ^
-tj-d~l~IJjlll-
CIty Clerk /
, c<,:
L-~~ltf-.-Z 1_
Date
I'!
r'/'
/ ! l{ /(!
i (~,'
Dc.J te
MAINTENANCE GUARANTEE
The undorsloned. Its 3ucce~~or~ and oS510ns. heceby
'NOrrants and ouerantees to the CIty of Peachtree
Cl ty the full end cQrplete rmlntenance of a certoln
Improvement known as Kedron PoInt Lot., 45-47 and
rnore partIcularly sho'Nn In Plat Book ______________.
Pa(Je(s) _________. of the Fayette Count~ Records.
Th 1 a wrrcnty ()nd ouarantee I s made I n accordance
wIth the Peachtree CIty Lond Development OrdInance.
Th Is (Juaran tee I nc I udes not on I y P<.JV 1 n(J but 0 I so a I I
other tJppurtenent structures end amenItIes lylrr<J
withIn the rtOht-of-way of saId rood and In the
Qreenbel t Includln(J but not Ilml ted to all curbln<J.
dralnc~e plpes. culverts. catch basIns. draln<l<Je
dItches. blke paths. cart paths and pedestrIan
paths. UtI I Itle5 owned and operated by a
C)overnmen ta I booy or pub I Ie ut I I I ty corrp<lny sha I I be
the respa,albl I Ity of sold oovernmental body
or pub I leu t I I I ty c~pany and not tho deve I c~er .
The developer shal I correct and repaIr or cause to
be oorrected and repolred. 01 I doma(Jes to sold
lrrprovements re8ultlnQ fr~n eny cause \ltt'1atsoover.
In the event the dllveloper fal Is to correct any
dan'lOoes '..vlthln thIrty (.50) days after '.rltten notIce
thereof. then seld daroo<Jea may be corrected by the
olty and 01 I costs end ohar<Jes bll led to and
pald by thll developerl but thIs re~~dy shal I not
lImIt the 01 ty. (jnd It shall also have tJny remedIes
o\lallable to It es tJpproved by low.
The owner of the land shown on thls plat
name 105 aub.,crlbod thereto. In parson or
tJuthorlzad tJ(Jent. ocknowledQes that thIs
fr~n an actual survey ond that ha or she
acknowledqes chan~es sho....n on thIs plet.
end.-hOOIl
throu(Jh a duly
p I a t ',va., rrlOde
I IS a--..are of an<j
IN 'jITNESS W'HEr~EOF. tr,e ejevelo,:>er has cau3o<j thIs
AC)reernent to be execu ted by J fa dl..J I 'j author Ized
r)ff J c~s th Is
____ day of _______________. 19___. ~
C- --) C~: '
ay: OWNER OF Lor 45l-~\Cet:~~~...-~---
Tltle:______________________
O~NER OF LOT 46 & 47
} J,
~_: il '/
r WNFR . / _---------__ c
o - __&.....,___L.._~___ .-....--- -;:---------r-~~--
~ . j
SIZE/T'1PE
PIPE CHART
LENGTH INVERT ELEV
863. 41
~
)~
w t~
I-
o
Z
R/W
N/F
BIC
NTS
SQ. FT.
ca
HW
JB
CMf'
ACCMP
D.E.
ft
B.L.
D. 1.
.
OS
F. S. S. E.
RCP
-S-
@
S.S.E.
OfF
M.F.F.E.
IPS.
IPF 0
WQB
TOP ELEV
THE PURPOSE OF THIS PLAT IS TO ELIMINATE
THE PREvIOUS WATER QUALITY BASIN ON LOT 45
AND RELOCATE fO LOT 46 WITH AN ADDITIONAL
DRAINAGE EASE~ENT ON LOT 47.
24"CMP
65'
852.94
86..5 .19
2411CMP
1271
845.36
849.84
241'CMP
151
845.23
APPROVED BY DEPARTMENT Of PUBLIC HEALTH FAYETTE
COUNTY. GA.
24 "CMP
36'
842.90
860.69
18"CMP
121'
848.44
853.51
(/)
18 "CMP
32'
845.31
(/)
.c{
co
~)~
851.45
@
Date ______________
yv ronlmntal Health SpecIal rat
/
CERTIFICATE OF DEDICATION
S tate of Ge(yC) I a
County of Fa~ette
LAKE KEDRON
~
~ 0",-
0..
LEGEND
RIGHT Of WAY
NOW OR FORMfRL '(
BACK OF CURS
NOr TO SCALE
SQUARE FEET
CATCH BASIN
HEADWALL
JUNCT 1 ON BOX
CORRUGATED METAL PIPE
ASPHALT-COATED CORRUGATED METAL PIPE
DRAINAGE EASEMENT
CENTERLINE
BUILDING LINE
DROP INLET
FIRE HYDRANT
OUTLET STRUCTURE
FUTURE SANITARY SE~R EASEMENT
REINfORCED CONCRETE PIPE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER EASEMENT
AREA OUTSIDE FLOOD PLAIN
MINIMUM FINISHED FLOOR ELEVATION
IRON PIN TO BE SET (1/2M REBAR)
IRON PIN FOUND (1/2. REBAR)
WATER QUALITY BASIN
NIF
THE POINT ON LAKE KEDRON
PHASE TWO
P8 .50. PG 169-110
/
"- // //
'\ / /
/' ;' /~ 20~."'-
I IS. S. E.
I I
I I
S')1, I I
6'. I I
-.) .s.
<;1,9 0.. I I
';>'/~ I I
<;1.. ~ I I
I I
I I
@
- -- -'f~ .~;~. ~~L '. .' .~f~-j0T(
.~~ ') ! \ IJ .-. ~.:r'" Cr
,~? ! \. ., i..or' I
. ,'~ ~ ., 'j ..~ rI j / I
- - 1.- l.! .:. ~/
:,~~:,::'~l~ \. - -) "sw[('~; ,-
r -'" . ~I ... ,or' >-[- (
. , . P t~ AI: fJ .:'" 'f ,J\/ !-;' c-t ~ A
fi'J~:'I~~Si\ .,'t' g U _~ ;,}
.'~ "o('(!.Ji-), \' jI ...,'
'!f"l,~'- . ~Y. ~-- \'\~~/,. ~ft~i~Jlt.~
t ' 1)- 'f'.. ~ (:(
- I ,^ \.\.. ,1
, , (fl~ , ~'> J-
J 1:1: ..\ ,'l~S, ,;~ If:~ ',." , . '~;'v~ rl11~
>-- .t1~ l~f') &t...., oi;:Jf, \tr< .1h\~ \.., ,~~':\' .ifr{~7.)
~ ~ ..: ; J\!'~I\ 1 \ ~ .,: -~: I r~~.\t;l;~~I~'~
;' Srl~- '(i':l'f~() \' .' ~', :;~~l~'JI( ~~~}."fi-'\'
.~ '~'l). .L...\....; \ ,', 'r . ':,"" ~"/ '~.~.. \
~ ~:5 . yA,- \ ,'.,~' I I :.1:
~ i~'. I __~.~.,.;~1~ : l\' . _ __ . .).' x-.(:. __.1__ \~. '_
--.:--.1----- .~~ri-r\-'1'" " .' 1
'1. ~ .(~ - ..I;.J.;!::...., -. JI '-. I Aj
;;.-.;.')~~ 01. ~)'/- -- ......!, ~~~\1tit(.. .' -.~":;' 't~'\
j."/~J'A.I..f'. ( \~~l . ".. ,~~'.J:~...~ . '-'. , ~'. , {;
, l!.J 'HI t.! ~ \ 'r 3] . I.,. .. .L.t:.t.:- - '. . ....~ ..i- ~ . , ...
LOCATION MAP
I
J
LINE
L19
L20
L21
L22
L23
L24
L25
L26
L2r
L28
L29
L30
L31
L32
L33
L34
L35
L36
L31
L38
L39
L40
------------~J.--
WOB/D.E.
/
I
I
I
I
I
I
..'
f
\
~
\~
0'
8i~
....J ..-
u.. 'T
'f
a:: >
>- W
8 lil
~~o
IPF
cy l/zilR8
--J
1
U
....
r~
~
1',)
~
M
M
_.1
~
6'
(..;
IS'
--..........
I...J~
100
I
~
S TOR,.. DRAIN ~
SEWER PIPE "
"
TYPICAL SANITARY SEWER
AND DRAINAGE EASEMENT
(NOT TO SCALE)
THE C r TY OF PEACH TREE CITY. GEORG I A
ff
&
loc
~
'f
'-J
REAR LOT LINE
DATA
DISTANCE
1 05. 1 2 '
62.31'
31.41'
9.44'
34.30'
71.18'
50.591
38.94/
62.9Y
4.56'
40.9'r'
19.551
51.53'
:53.54'
284.52'
123. :31'
70.64'
34.'31'
73.'121
66.36'
41.82'
2'1.51'
BEARING
S85.36'OS/fW
N01'0'1'07~E
N68-S8/58/fW
N84' 57' 35 "'W
S85.39'0511W
N67.28/37/(W
N20-34/54~W
NOO.54'41 liE
S30'14'31~W
S85.36'05/(W
514-16'42"'W
S65'13'21~W
S02'43'0'1IIE
S01'33'55~E
SOP13' 4511W
~~65- 40' 0511'11
N.31' 05' 25 ~W
N20.16'35"'W
N45- j'T' 33 "w
N03-28'0'1"'W
N1'1.09'24"'W
N60'27'30~W
THE FIELD DATA UPON WHICH THIS PLAT IS
BASED HAS A CLOSURE PRECISION Of
ONE FOOT IN 63.909 FEET AND AN
ANGULAR ERROR Of 01 SECONDS PER
ANGLE POINT. AND NO ADJUSTMENT
'liAS USED.
THIS PLAT HAS BEEN CALCULATED FOR
CLOSURE AND IS FOUND TO BE ACCURATE
WITHIN ONE FOOT IN 141.931 FEET.
EQUIPMENT UTILIZED:
ANGULAR - TOPCON GTS-303
LINEAR - TOPCON GTS-303 EDM
NO NGS MONUMENT LOCATED WITHIN 5001 OF SITE.
DATE OF FIELD WORK: 8-8-96 THROUGH 10-21-99
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 LAW.
/
;;; /. ~/
,- -- ~,.'. ~
r'/, ~. :a~Z/ L~ ' ~.._-.
w. S. BODKIN. GA. R.C.S. #2580
r
o
I
100
lJLI
SCALE: 111:::1001
300
J
By:
ORAltiACE EASEIo4ENTS LOCATIONS SHOWN HEREON.
BEYOOO PERMANENT STRUCruRES. ARE .l.PPROXII4ATE.
SAID EASEWENTS WERE OETE~INED BY CURRENT WATER
CaJRSES AT THE TIIo4E (I SUAVEY ".NO DO NOT' PiJRPOAT
TO REFLECT' ANY FUTURE EFFECT'S (I ~-~OE OR
~ATURAl DISTURBANCES.
G r: 0 ~~ ": : C r' I ' y'
'- ..' ~ ". -, 1 (~
! t"\ ('t" " '.4 -=:J
Flle~nrj I":r..,.-,' \., J,' . __ u~__<__'p_ ;
of .' e2..~_, 18 :tl. _ 3: A-5 ~_:... ;.1-
Book _22;Q.~__. Pag~~ _13.~~t--_,
// /.... /'1~, ,/A,,( of ./
__f:~_~f::~~~4&~~~~'.. Slerk
I
Ma y cr
Attest:
crt~ Clark
Notary Pub I r c
(Ord. No. 434. 6-4-87; Ord. No. 544. 8-2-')0)
DA TE,L~_-=Io -~C1Cf
NO
REVISION
200
~
~ .
<(, O..!i.. G I
(, ~G\S~E -1
. lto.n
,~ ;p;,(sJ,~ , · ,
(-'f. (;)~
tilJro SU\\~~~ :t\
. ,~ 000""
... '
-
I
CI<D
DATE
~---..----~~
'"
..J "-
o
UJ
I-- bJ)
<( ~~ _5
~~lo-
r.., OJ C])
~ U C])
UJ c.: t:
I-- a;-5iJ
--- c::
~~UJ
'-"~ r .:
v'\
\...
r
z
"
~
~
~
~
~
~
n
~
~
[-4
-<
~
Q..
..J
<
Z
~
~
~
~
00
~
>
~
"
~UJ)
~~
~ gs
~ ~~
n I- cr:
I I-
U V)
~ ......
w a
a...
~
o
Z OlL {:
o ~ ~ r-
.......
~ ~o
Z~
~UJ)
,,~
~o::
~~
0::
~
\...
r PROJECr NUMBER
DRAWN BY
96029
1 CHECKED BY
I 58
i
10-22 -99
TJ
ISSUE DATE
FILE NUMBE~
DRAWING NUMBER
1 Of 1
""
"
ri
o
""
~
"
'"
-I
-I
>0
Wc:o
..."
t-
W'"
>-'-"
~"
lJ.o
."
~"
w-
ocUo
... .-
....,....
~~
-I"
x'"
"",,'"
:)~
00
...., "
"
In
~~
W
..J
..J
>
z
o
....,
~
v
~
~
...
z
0(
..J
t-
o(
~
'"
~
.....
o
cr:
o
w
o
>-
I-
Z
:J
a
o
W
l-
I-
W
>-
<l:
LL
IV)
<'J
I-
a
-.J
o
z
~
-.J
.)
~
..)
~~~.,d'<_tr~"
- ....,,~''''nwld&-~~ --......... :.:B_~"'.Ii;;,iidIi;~"- ~._...' '_
i~
; I
f ~
i \
I I
i i
I "
! \
I ;
: ~ \,
:!\ \
il \. I
t.~\l
R'-''''''-~
~~~ (<W}~ -----
,":J
L 0 1 54
'".''' . ".
lVE'WPOR1' Df(/VE'
rV 50' R/W
C~WER' 5 ;~CK".,JGWL EDGVEN T:
The o;>tner 0 { the I and .sho,M on th is p I a t and
whose nu'~ is subscribed hereto, and in person
or throu')h a duly authoriLed a')ent, acknowled')es
that this plat ~vas ,rode {run an actual survey,
and that he or she is a.'rare ~f and acknoNled'}es
the changes S~.Owf2..-:: ~s P,.I..II t. . . ·
;:: I' 11
Ortner/A')ent: --.':.. .. ~~,--~~~r
LOT 52
Do t e: ---- :'L~- ~---'l~--_._._--_.
GRA.PHIC SCALE: 1 inch c::I 40 feet
---.------/
0'
40'
80'
jefferson
consultants
-W '1
120'
160'
..."..;&.lI-_;'~'
,~,,'A~,""""-"
,---
.tIBl!lIIIIlIIli" -=
/
I
/
/
/
,;/
/
'-''-
/
/
/
/
!
LOT 53
1,660. 18/ TO lliE
R/W OF f?EGENTS /"
~APE ////
\/
)1 '_
-""''00-
/
/
UM'ER' 5 ACKN(}I,LEDQ.lENT:
The owner of the land sho'Nn on this plat and
whose nure is subscribed hereto, and in person
or throu')h a duly Quthorin1d agent, acknowledge.s
that this plat NOS rrM'Jde {ruC/an actual survey,
and that he or She.;!fft.i"::, aW,f1.r.4./,C O,f../JJnd.aCkno;~/ed'}es
the chan'}es sho~~ t.hi:J'~Plqf.
J' rrt,gu~""
ONne r /A gen t :_-cQt--~tf~5:J--~--------
Date: .---2 v _~-..~'!______"..______~_
..-,,'-.---- v
con ?_lJlt in (1_ e 0~1 i nee r ~?._._=-__~~:!C V fi'i9 r s __"=___Qig n n e r s
P.O. BOX 2627 PEACHTREE CITY
CEOF~GIA -30269
PH. 770-487 -9220 FAX 770-487.-9225
--'
.A.4di~L
-
,-
-
_r
REVISED
FINAL PLA T OF
LOTS 52 & 53
TflE POINT ON LAKE KEDRON
PHASE TWO
fflE PURPOSE OF ffl/.<; REVI<;/ON /,<; fO ADD A 10' ACCESS EASEAIENT
fO LAKE KEDRON ACROSS' LOr 52 /1'1 FAVOR OF Lor 53.
rilE POINr 01'/ LAKE KEDRON PHASE rwo WAS PREV/OUSL Y
f?ECORDED IN PLA r BOOK 30, PAGES 169 &- 170.
Lor 29
/
Lor 28 I
/
/
,:)
Li1KE' KE'DRON
Lor 52
Lor 51
FINAL S0f-(VEYCR' seER T I FICA TE:
It is hereby certified that this plat is true
and correct and NOS prepared frun an actual
survey of the proper ty ,.r~Jd8 by ff-e or under
my supervision, that 01 I rronunents sho'Nn
hereon actually exist or are frYJrked as "fu-
ture" and there location, siLe, type and
rooter ial are correct Iy shown. This plat
conforn~ to 01 I re'luirunents of the Geor')ia
PI fJ Act .
,.~
Georgi, gistered Land Surveyor
No. 2343
Date: __.t - ~ -, ~
PREPARED FOR:
Gl:C>l{(jli\. FA YETn~ COUNTY
h I~d ;lIld Ih:c;ordcd this ~ ( I ~"1\la)'
of f~e..,-.:,:,.1., 19t1 .M.
Book _'~\'--s_~ ,-Pagc~_.
/d ~?,~~Z,V~~
Clerk
F I HAL PLA T APPROVAL:
This plat cCfrplies ,vith the Lonl,,'} Regulations,
the Land Developn-ent Ordinance and all other
regulations governing the land develo~r~nt for
the City of Peachtree City.
-L~~~---
c:~[;rt,- r) nJ-
c ~.~. Plan~ .pr~
. .:?.~:t.. ~__
Alf ytCi ty anager Date
._~~__" dI&~~_ 2 ~ 2-!~ ?~
Ci t ~erk { . Date
2-'Z z-<:f}
Dote
-----~21:q1.--
Date
LAND LOr 12J
DA rE: 02-02-.99
JORDAN HOMES, INC.
7th Dl5rR/cr REV:
FA YETTE COUNTY, 6'A. REF:
SCALE: 1" = 40'
JOB NO. 981003
II
. ~.,
; I.}