2
· . . ! .., ·. ! [�c �- I. p� /. . --✓ \·; Y;.1 ·oo g ,. \ -- . - 11 '1- 'J \ \ . .*;' -.._. :· ... ' '� .--.' . ' \ • . \ :, ' - . _ I� , :o .. ,�-. . . \ . - I - · USDA Farm Service Agency ©2018 DinitalGlobe U.S. Geological Survey, Imagery , 185 E Paulding Dr Dallas, GA 30157 Goo g le . ' n_ Description Demographics Population Households Population Median Age 5 Yr Pop Growth (tal%) 5 Mile Information 1 mi radius 3 mi radius 3,195 28,276 994 8,779 34.6 34.9 9.3% 9.5% .1 5 mi radius 81,498 26,462 36.4 9.2% 2,152 Employees Median Income Businesses Contact Information Name Debra Sever Email [email protected] Phone 770.544.8871 Prepared By Prepared For ©2017, SITES USA Inc. All Rights Reserved. j (480) 491 - 1112 j 4005 W Chandler Blvd, Chandler AZ 85226 Logos are for identification purposes only and may be trademarks of their respective companies. This map was produced using data from private and government sources deemed to be reliable. The information herein is provided without representation or warranty. Previously developed retail lot situated between a fully occupied retail center and Waffle House. Fast growing are in need of more retailers. 2.07 ACRES

r .. ,·. 185 E Paulding Dr

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Page 1: r .. ,·. 185 E Paulding Dr

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· USDA Farm Service Agency ©2018 DinitalGlobe U.S. Geological Survey, Imagery , �

185 E Paulding Dr Dallas, GA 30157

Google . ' n_

Description

Demographics

Population

Households

Population Median Age

5 Yr Pop Growth (Total%)

5 Mile Information

1 mi radius 3 mi radius

3,195 28,276

994 8,779

34.6 34.9

9.3% 9.5%

.1 ..

5 mi radius

81,498

26,462

36.4

9.2%

2,152 Employees Median Income Businesses

Contact Information Name Debra Sever

Email [email protected]

Phone 770.544.8871

Prepared By

Prepared For

©2017, SITES USA Inc. All Rights Reserved. j (480) 491 - 1112 j 4005 W Chandler Blvd, Chandler AZ. 85226 Logos are for identification purposes only and may be trademarks of their respective companies. This map was produced using data from private and government sources deemed to be reliable. The information herein is provided without representation or warranty.

Previously developed retail lot situated between a fullyoccupied retail center and Waffle House. Fast growing are in need of more retailers.

2.07 ACRES

Page 2: r .. ,·. 185 E Paulding Dr

ECKERD DRUG STORE

6' CHAINLINK FENCE AROUND POND

LINE TABLE

LINE LENGTH BEARING

LI 3.01 S76"07'23"E L2 35.92 N0/"33'55"E L3 14.96 N38"37'29" E L4 22.81 N04"52"45"W LS 138.94 S76"07'23"E L6 35.98 N0/"33'55"E L7 15.33 N38"37'29"E LB 22.09 N82'07'43"E

CURVE TABLE

CURVE LENGTf RADIUS BEARING

Cl 142.85 80.02 N52"43"/6"E C2 112.60 169.02 520"3/ '03''W CJ 214.26 120.02 N52'43'20"E C4 86.31 129.02 s20·34'43''W

· NOTE: NO DECEL LANE

PARKING DA TA RETAIL DEVELOPMENT AREA 22,900 SQF7 REQUIRED SPACES (I SPACE PER 200 SOFT) /15 PROVIDED SPACES 125 REQUIRED ADA SPACES 5 PROVIDED ADA SPACES 5

RESTAURANT 1,705 SOFT REQUIRED SPACES (I SPACE PER 4 SEATS) 20 PRO VIDEO SPACES 34 REQUIRED ADA SPACES 2 PROVIDED ADA SPACES 2

TYPICAL PARKING SIZE 8.5' X 19' TOTAL SPACES 759 SPACES

SITE INFORMATION ALL LANDSCAPING SHALL MEET OR EXCEED PAULDING COUNTY REQUIREMENTS

ZONING: 8-1 (GENERAL BUSINESS)

25' RESIDENTIAL SETBACK REQUIR£D /0' PERMANENT EASEMENT REQU/R£D OFF OF MAIN ROAD 5' PERMANENT EASEMENT REQUIR£D OFF OF MINOR ROAD 50' FRONT BUILDING SETBACK (MAJOR ROAD) 40' FRONT BUILDING SETBACK

TOTAL PROJECT AREA 7.10 AC 45 MPH SPEED LIMIT ON EAST PAULDING DRIVE

'<'" 0 "' ACCESS DRIVE ~F THIS PROJECT '\:\ -"o. '):J OT IN SCOPE TO BE

\\ ~ --';,"" FUTURE ACf!JS~TH PAULDING \~\ '\, COORO/NA Tc, £ HAS

\, '\ {. _ COUN{ f DOT THIS PORTION OF ,;~7n~i BY THE \\ " ", NOT BEEN FIELD

\'\'- '\, , SURV£Y "'"'' ' ,.,'Q_ "':,.._ ~ ~',,ti. ~ ~<'<

'-.. '~ 'l\,.. v,

'--\ ""' ~ .s,..,,._, ~ " ~ 0 '--. " ¾-:--;, 5/Ef' REBAR SET "" '\;:- ~<Yo<"

n BAR FOUND 0.4-' ~-.:..;,---..~\,It~~ NOW OR FORMERLY 5/B R~EST OF CORNER "" '-" "\, K&G

EAST PAULDING, LLC AXLE FOUND I /' wrs; """ ~ '\, J/4" O.T.P.

FOUND

®

ZONING CASE #2004-42-Z 6/22/04 PLANNING COMMISSION RECOMMENDA T!ON:

OWNER/0£V£Lf'OER SHALL LIMIT NORMAL SECURITY, INDIRECT, OR SHIELD LIGHTING FOR ALL PARKING AREAS.

OWNER/DEVELOPER SHALL INSTALL BRICK, ROCK, WOOD, STUCCO, OR COMB/NAT/ON THEREOF ON THE FACADES OF ALL NEW BUILDINGS, UNLESS OTHERWISE: APPROVED BY THE PLANNING AND ZONING DIVISION.

OWNER/DEVELOPER SHALL SUBMIT DETAILED LANDSCAPING PLANS FOR ALL ENTRANCE AREAS, INTERIOR STREETS OR DRIVES. D£T£NTION PONDS OR AREAS, LANDSCAPED STRIPS, AND REQUIRED BUFFER AREAS BY A DESIGN PROFESSIONAL FOR REVIEW/APPROVAL BY THE PLANNING AND ZONING DIVISION DURING COUNTY'S REVIEW PROCESS.

OWNER/DEVELOPER AGREES TO INSTALL INVENSYS "RADIO READ" METERS OR APPROVED EQUAL.

OWNER/D£V£LOPER AGRE£S TO PROV/0£ A WATER SYSTEM ANAL YS/S D£MONSTRA TING /000 GMP OF FIRE FLOW AT A HYDRANT WITHIN 300 FT OF THE PROPOSED STRUCTURES

OWNER/DEVELOPER ACKNOWLEDGES THAT SEWER A VA/LAB/LI TY IS NOT EXPRESSLY IMPLIED AS A RESULT OF ZONING.

OWNER/0£V£LOPER AGREES TO INSTML MANHOLE ALONG THE PROPOSED NORTHW£ST PROPERTY LIN£ SPECIFIC LOCATION TO BE DETERMINED DURING THE PLAN REVIEW PROC£SS

OWNCR/DCVCLOPER ACKNOWLCDGCS Tl/AT A scwrn Ll,T STATION SI/ALL NOT [JC PCRM/TTCD ,DR THIS PROPOSED DEVELOPMENT

OWNtR/Ut.Vt.LOl-'tR SHALL INS/ALL A LUI /URN LANt. ON t.ASI PAULDING UH/Vt.@ HOS/t.HY MILL ROAD.

OWNER/D£V£LOPER SHALL ALIGN HOSIERY MILL ROAD WITH THE PUBLIX DRIV£WAY ACROSS £AST PAULDING /JH/Vt..

THE D£S/GN LOCATION OF ALL ACCESS POINTS TO BE APPROVED BY TH£ PAULDING COUNTY Ut.f-'AH IM!:..N I Of- IHANSPOH IA /ION DUH/NG !Ht. /-'LAN Ht. Vil:.. W PHOC:t.SS

OWNER/D£V£LOPER SHALL DONA TE 10 FT OF PERMAN£NT EASEMENT ALONG TH£ ENTIRE FRONTAGE: OF EAST PAULDING DRIVE.

OWNER/DEVELOPER SHALL OONA TE SUFFICIENT RIGHT OF WAY ON HOSIERY MILL ROAD TO PROVIDE A 40 FT RIGHT OF WAY

OWNER/D£V£LOPER SHALL DONA TE AN ADDITIONAL 5 FT OF PERMAN£NT ALONG BOTH SIDES OF THF FNTIRF FRONTAGF OF HOS/FRY MIi I ROAD.

SITE LEGEND PROPt.H TY LINE

EASEMENT LINE

SETBACK LINE

-- X -- X -- X -- PRIVACY FENCE

LJ CONCRETE SIDEWALK (Sff DETAIL)

CONCRETE CURB ANO GUTTER (Sff DFTAIL) -)rn~ STOP BAR (PAVEMENT MARKING) .. • TRAFFIC FLOW ARROW (PAVEMENT MARKING)

~ "NO PARKING FIRE LANE" SIGN

.,. DIRECTIONAi ARROWS (PAVEM£NT MARKING) ,. [HJ "ONL y" UIRECTIONAL ARROW (PA V£MENT MARKING)

,., "STOP" SIGN (RI-I)

~ VAN HANDICAP STALL AND DESIGNATED VAN STALL

ill\

•• • •

A.D.A. STD HANDICAP RAMP

GROUP OF FOUR GUARD POSTS

~ CONCRETE DUMPSTER PAD LOCATION (6" THICK)

0 PARKING SPACE COUNT 8.5'xt9'

®) SIORM SEWER GRATE

• DOOR LOCATIONS

0 50' 75' 100' ~L• 1 I I SCALE, 1 "~50'

SITE NOTES I ALL WORK SHALL BE P£RFORMED IN ACCORDANCE: WITH THE

PLANS AND S!TC WORK SPCC!f7CA TIONS AND SI /ALL COMPLY ~TH APPLICABLE ffOERAL, STATE AND LOCAL CODES.

2. RCICRCNCC ARC/1/TCCTURAL PLANS {OR DUILD!NG DIMCNSfONS, TRUCK DOCKS, S/0£WMKS, STEPS, TRANSFORMER PADS, ETC.

3. TOPOGRAP/ /IC [JQUNDARY SURVCY, PROPCRTY UNCS, LC.GAL DESCRIPTION, EXISTING UTILIT/£S, SITE TOPOGRAPHY WITH SPOT ELEVA T/ONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURC LOCA T!ONS WAS PROV/OLD {JY Tl IC (OLLOWING COMP/\NY-ARMSTRONG LAND SURVEYING, INC 6487 EAST SPRING STREET PO BOX 775 DOUGLASVILLE:, GA 30133

4. /\LL DIMENSIONS AND RADII AR£ TO THE F/\CE OF CURB, UNLESS OTHERWISE NOTED. ALL DIMENSIONS SHOWN TO BUILDINGS ARE TO OUTSIDE FACE OF BUILDING.

5. CONCR£T£ TRUCK DOCKS ARE BY THE BUILDING CONTRACTOR.

6. /\LL HANDICAP ACCESSIBLE PARKING SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH TH£ AMERICAN WITH DISABILITY ACT (ADA) REOU/R£MENTS AND STAT£ CODE.

7. ALL TRAFFIC SIGNS SHALL CONFORM TO THE UNIFORM TRAFFIC CONTROL MANUAL AND THE STATE OF G£0RGIA DEPARTMENT O, TRANSPORTA T/ON.

REVISIONS REVISIONS PER COUNTY

COMMENT ON 09/02/04

(J) R£V/SIONS PER COUNTY

COMMENT ON 09/17/04

(1) R£V/SIONS PER COUNTY

COMMENT ON 09/30/04

1-. Oj ~ 0 oj :s: ~ 1-. ~ ~

00 oc w z ~

w {j( > IL ~ .J 0 !5 {j( z IL F O @ IL _J a: A ::::> <( "'I. <{ n. R\ a,_ ~ V

b5 w < 0 w rD -oc

~ @

I ~ :::,

~

~ ~

8--2 01 CORNE ~ '- °", '\,

- ', '--\\..., '~ ·.'~-S8435'/8"E __ S84~~)8''E """~

)( 181.56' ~03.98' ,, ' ~ '\

---.._____ )( I'- 'j "" '-\ I I I ---- , " '"' \ ,, ,,,, 6' WOOD PRIVACY FENCE 111 ---.._____ .Jc--.__ ~ ~"'st' >;:,) ~- .l[J_l).~ -s,

I --.__ .Jc "<YLON SIG -"s-. I v- "'¾J "" ) I . . ' "' . . ' ~ ~ X ~ S~ -Q;= / -~ ~ I - -

" • C ··•c. . ~ x ~ 0c 6' CHAINLINK FENCE "

, LC

I r ONO "' , ~ ~;:,

. oc=,w =, "w"' e , '. . ' "." "..-," '"" "'"' "."'

.. oc," "'· '. , , '° ~ ~ 1/:,,,, me, mm, ~ i1 xi f'n J QLJTPARCEL 2 I ~,o, ~ ":c("\.J •• ~ ' • ~-~~~.,j;-~ SIGN __,-----DECELERATION LAN£

NOW OR coRMERLY

NEW HOP[ FIRST

BAPTIST CHURCH

OWNER/D£V£LOPER SHALL PROVIDE CONNECTIVITY TO THE PARCEL TO TH£ EAST THE DESIGN AND LOCATION SHALL BE APPROV£D BY THE PAULDING COUNTY DEPARTMENT OF TRANSPIRATION.

OWNER/DEVELOPER AGREES TO EL/MINA TE HOTELS, TOURIST COURTS, MOTELS, LIGHT AUTOMOTIVE REPAIR ESTABLISHMENTS AND EMISSIONS INSPECTION STA T/ONS AS PERMITTED USES FOR THE DEVELOPMENT

OWNER D£V£LOPER AGREES TO PROV/0£ A MINIMUM 25 FOOT UNDISTURB£D/PLANTED BUFFER WITH A 6 FT PRIVACY FENCc ALONG ALL AOJO/N/NC PROPERTY LINES, WHICH ABUT RESIDENT/ALLY, ZONED PROPERTIES.

OWNER/D£V£LOPER AGREES TO WORK WITH THE PAULDING COUNTY DEPARTMENT OF TRANSPORTATION AND TWO ADJOINING PROPERTY OWNERS TO MAINTAIN AND OR PROV/OE ACCESS TO THOSE TWO ADJOINING PROPERTIES.

8. ALL STRIP£D OR CURBED RADII SHALL BE 5' UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR IS R£SPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING IMPROVEMENTS, ONS/T£ OR OFF SIT£, SUCH AS PAVEMENT, UTILITIES, STORM DRAINAGE, ETC. THE REPAIR MUST BE APPROVED BY THE ENGINEER AND B£ EQUAL OR BETTER THAN EXISTING CONDITIONS.

10. SITE LIGHTING SHALL BE INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. ALL PARKING LOT LIGHTING POLES, BAS£S AND FIXTURES WITH LAMPS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR'S ELECTRICAL CONTRACTOR AND SHALL SUPPLY A ONE YEAR WARRANTY CERT/FICA TE.

ffi :s: 0:

w z 0 oc -

E m 0 1'.l .I; -1n ~

! DBJB,PG211 R-2

5" SOLID WHITE LINE /2" WHITE STRIPING .... ,- 5" SOLID WHITE LINE

II. CONTRACTOR SHALL OBTAIN ALL PERMITS BffORE CONSTRUCT/ON BEGINS. THRU nM COLE.

~ ~ ~Q) x 345,C SQFC , , <, o. ·-· ' " w ,· ~ • X I . C , "<..,, ARC~Jll .J:<::f,i. "°>. IL "'q ~: ~ ~: ~! ~c USABLE;_"-;1\ ~q.. CH~~?-~!~ --.:r-1-.,. ?6'. L ,,,,, " - = \ - ' ' ' .\: I .• ,.. '

. "'·' .,, ""' lf ,..... ..... ' J/B FOUND r ("j ".. ;• - eme,cmo MUL,L.L. , '. 'o~em ~ C ~ ', ....._.\:"-<I~ '-'V I I 'I..: ""~ "'"'o·'-"' IL • ; x

,,., SQ SQQ SQH ® ,,,, ,<,> ,, < OB~ .\: / o'.702 AC F_,IR£ ~~~f!Nc" SIGNS v.-~,'P) ~~;:~,,<' '<,9_,".°o ~ R-.. '· ' ,,J , , ,':;£ ro~se,m= -" '" ,. ~."" ·',,. "1 --.,...._ ,· em ,~ • ''" "'

5" SKIP WHITE ~ -------f'-----~cccr:::c:u, 11

LINES ___ \_

"' • • • ;:-, j _ ::::_GUTTER LINE __ _

/0" WHITE EDGE LINES

--:z:24~STOPBAR __ _

... 12. SITE CONTRACTOR SHALL SUPPLY AS-BUILT PLANS INDICATING ALL CHANGES AND D£VIA TIONS.

/3. ANY DEV/A TION FROM TH£SE PLANS MAY CAUSE THE WORK TO BE UNACCEPTABLE

14. ANY UNANTIC/PA TED CONDITIONS ENCOUNTERED DURING THE CONSTRUCT/ON PROCESS SHALL BE ID£NTIFIED TO TH£ ENGINEER IMMEDIATELY

u 0 . N \,:) r-- ~ z r--,- -u.i,o~N~

\,:) c::: t;; 8 C! ~ LLJ Z ~ , M :::J "": ~ C::: Z • <l:: '<I" M \,:) LLJ LLJ ...J I,:) • N Z LLJ U C.. 0 '<I" LLJ z ~r-,.. ·­- >->---=i: ~ o<[ \,:) '-"' < I= ' - r--...J z ;:;:: 3: w.i r--@) LLJ ~ ~ !:!:! z .. 0 - C::: C::: C::: 0 ~ LL <l'.<<~::cLLz

---- -------~

____- ,1;, "C!s6, ..._,,__ x '" ALUMINUM BAR I fy'<•, - <...._ '---._ /'.•'s FOUND J.J",, I N>,-; ~ ,\() /

y,,,,.,;,.., -~-, i•" ~ 1/2' o.r.P / .. N?s-48,5 • __ .. 25 ' Rcs1oc11,'l

7Al

8 -----,. .._?{.J <i; I R F

ORMERLY I FOUND .. ~ W .. 99.97, .. U,c-FER 1/2" REBAR "' o , ,;, o.u. / - -- me, """ o wu cocc ' ~ ,. ",., 0 """·w-,,,,::..

DB

424_ PG 661 / FOuNo D O 100. 1a• R--2 SHEDS

NOW OR FORMERLY

KATHEL/NE L. & KENNETH N. DURDEN

DB 14J5, PG 254

R 2 NOW OR FORMERLY

ANTHONY THANIEL WESIEY

DB J32, PG 182 R-2

6' WOOD

4" DOUBLE

)

"' 30' BUILDING c.,) ~ - .J. SETBACK ~ ·\

STORAGE I '--'. NOW OR FORMERLY BUILDING "' JAMES R. OSBORNE

DB 1229, PG 862 8 88 LF 4" DOUBLE-

--2 YELLOW STRIPING

STORAGE I BUILDING

-~ .....

'i-'o()

NOW OR

ALLEN ANTHONY SCOTT DB 313, PG 779

R-2

DUMPSTER PAD W/ 10· cotic:' , L__,.(J APRON

18" CURB & GUTTER

116

.. ..

30" CURB & GUTTER IN EAST PAULDING OR/VE RO AND HOISERY MILL ROAD

S-o.

50' 125'

TAPER STORAGE

ENTRANCE CRITERIA SPEED LIMIT SIGHT DIST.

EYE HEIGHT

®

45 MPH 500 FT RIGHT

430 FT LffT 3.5 FT

':::.-r---- EXISTING STRIPING TO BE REMOV£D AND LffT TURN .LANE STRIPED

43'

.Q 'I'

~

TYPICAL DRIVE ENTRANCE

NTS

LOT -----

1250

POSSIBLE FUTURE DRIVE NOT IN THIS SCOPE

t

24'

~ 6 ~

~

t t~ 8 I-,, _ ::::,._<-/8" CURB & . I I I 1 1 " ·,. ' -f"II. ', ', GUTTER (TYP.)

r---..... , , ., • dm1 ----ll---><C: , ~ 1

- -'.. - I ---- • - --II .... .._ 3/fr I N 1439547.05 ~ N 1439543. 191/ "'-s 10' '-.So, ',, '),, I

- n11unc-TCD ' E 2108385.26 .. C) ~ 2108735.24 C) - • S<:~00( ..... ,...... e~ I 10 CONG. .. ..., .._____________ - ,G!>l·,,,~Y-- DUMPSTER-,~Q ', -::-,+~

- - -.: 24 • PADS ............ 71

25 , .. .. - --;;---~.----;.,__-,!--~-J?-----,<--.:X::::::.li::::;;:::=-:;z._::.;:~ .. - ' iffi1WITH /0' CONG ~ ', ;;•( I , 6' WOOD PRIVACY FENCE------ I RESIDENT/AL BUFFER .Y ~APRON "- .... _ /4°,,

---==-------· 25 RESIDENTIAL BUFFER , 59.84' BOLLARD NEW /P -:-.... - ~ ---=....\'.,--=,. '--. 5rf ~S I - - - - .. - - - - - - il88'5o'uJ w ------ ----- .,__ ------ _____ -- =- , -----<>--- _____ _____ ......._ 'S!/Nc,; ~ 25• " , 0 ',.._ 1

X X 11 I,, I I ,,, I 51 I l I l, I ~ ~Al(?I l __..

/ _,,_/R STOP

5" DOUBLE YELLOW CENTERLINE

®

LAND LOT -------

1251

® INSTALL INTERSECTION AHEAD SIGN

'--~o>:.----,,_. s,,,_ •if"+l'

' --

/5. ALL CONCRETE SHALL BE 3,000 PSI 28 DAY COMPRESS/VE: STRENGTH.

16. PROJECT S/GNAG£ SHALL BE TH£ RESPONSIBILITY OF THE GENERAL CONTRACTOR.

17. ALL CURB AND GUTTER WITHIN TH£ DEVELOPM£NT SHALL B£ /8". IT SHALL BE 30" WITHIN THE R.O. W UNLESS NOTED OTHERWISE.

18. PARKING LOT STRIPING SHALL BE INCLUDED IN PAVING CONTRACTOR'S SCOPE OF WORK. STRIPING WILL B£ ACCORDING TO OWNER'S SPECIF/CATIONS UNLESS NOTED OTHERWISE. ALL STRIPING IS TO HA V£ TWO (2) COATS OF PAINT (MIN).

19. LIGHT POLE BASES SHALL BE PAINTED TRAFFIC YELLOW PER SI TE WORK SPECIF/CATIONS.

20. THE CONTRACTOR IS RESPONSIBLE FOR A VO/DANCE OF ALL WETLANDS AREAS AS /LLUSTRA TED IN THE WETLANDS DELINEA T/ON PACKAGE

21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL OFF-SITE £AS£MENTS NOT D£UN£AT£D ON PLANS OR KNOWN OF AT TIME OF PLAN ISSUANCE.

22. THE SIT£ CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WORK AND APPURTENANCE: TO WITHIN 5' OF THE BUILDING. THIS INCLUDES TRANSFORMER AND DUMPSTER PADS AS WELL AS ALL UTILITY CONDUITS

22. DEVELOPER TO ATTEND A PRE CONSTRUCT/ON CONFRENCE AT THE PROJECT SITE WITH REPRESENA TIVES OF THE PAULDING COUNTY D£PARTMENT OF COMMUNITY DEV£LOPMENT, WI\ T£R & SEWER, AND TRANSPORT AT/ON.

2.5. RPM'S ARC TO l3C PLACCD PCR GA DOT SPCClnCA TIONS /\LONG HOISERY MILL RO/\D AND REPLAC£0 BACK ON £/\ST PAULDING DRIV£.

24. 5" WI /ITC STRIPING TO l3C USCD ALONG ALL CDGC 01 PAVEMENT OF PROPOS£0 ROADS.

25. Tl /CRMOPLASTIC PAINT TO l3C USCD !OR ALL STRIPING.

....Jc..c.. -c.. ••

0 ...J ~ .....

No. 21272 PROFESSIONAL

JOB N0_1 4042

~ LLJ

DWG NAME 4042-PROJ;

SITE PLAN 5/8 REBAR SIT . · - - - - - _ _ _ _ lj_2" R[BA1 " - --x ~ - __ x ~ " a _ 402/' 1 SPlf//iT X-==!l_E>f!DEN7/ -

J/4" OT.P. FOUND 32' - - - - ,mm - - _ _ _ _ _ 427.03' 1/2'' REBARr N88"59'J6"W - 215.52' -- __ , -~t,; UF,c-/f!i ~ I',,, - - - - - l _ _ lAND LOT LI 5/8 REBAR SIT 1 -- ~ ,.._ SHEET, ~

22 ' - - - - - - _NE - - _ _ _ J/4" O.TP FOUND ' N19·32• • I --NORTHOFCORNrn I ---0 _______ FOUND .. · , ~ ~ =--x~ --

0 : 0 2if'EASn!FTOlm[ir - - ~ _G Jit 'l[j_.1.. 20 w b 26'-,- I --- C 2 g

COUNTRY ACRES S/D

PB 8, PG 48 R-2

, 0 COUNTRY ACRES S/D : V : ',, __ - 0

DRIV£WAY TO C O NECT1- - - 2 l2~-; :::_- -X v:- -,.._ ____ ,.. _ _:"'e 5,/B" REBAR , '-·-~ LANO LOT UN£ ! 11 V PB 8, PG 48 TO £XISTING RESID£NTl1 L 5/B" REBART' f~88"59'0/"W _..._ 189 17' - ~ - - ~ - - - - - - - - - .

R 2 COUNTRY ACR[S S/D ASPHALT DRIVE I- SETI . '-._ --...__ PB 8 PG 48 NOW OR FORMERLY , Haus,- 1 N 1439443.03 ', )

R--2 PEGGY LOIS & JAMES ' NOW OR FORMERLY t 2108984. 16 ~ ~---------l ARNOLD PACE SR. DOROTHY LUC/LL[ cobK ~

' DB 579 PG 4551 N 1439439.67 1('.

24-HR EMERGENCY CONTACT= RICK BRADFORD (770) 290-0770 R-2

R, 2 : £2109173

·3

DATE, 08

124

104 ~

-=--- -=--- Copyright© 2004 ~ I-

~