general notes tm the information, design and … · s s s s s s s s s s s s s s s s s s s s d d d d...

S

S S

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

D

DD

D

DD

D

D

DD

DD

D D

D

D

D

D

D

D

D

D

±19,855 OPEN SPACE

±3,750OPEN

SPACE

±3,750OPEN

SPACE

MABRY ROAD

(GA STATE ROUTE #92 WOODSTOCK ROAD)

SANDY PLAINS ROAD

(APPARENT 80

' R/W

)

(VARIABLE WIDTH R/W)

(APPARENT 100' R/W)

N/FFIRESTONE TIRE &

RUBBER CO.PID# 16010700320

CHATSWORTH SUBDIVISION

N/F SCOTT A. &FREZEKA SAIGE

N/F LEEKO, INC(DB 14317 / PG

3566)

N/F FIRESTONETIRE & RUBBER

CO. PID#16010700310

N/F WEBB2, LLC(DB 13631 / PG

34)

N/F DAVID &LIZABETHC. GRACHEN

N/FDERRICK M.& LISA B.HANSON

N/FKENNETHPAUL TOVAY

N/FPATRICIAA.DITURI

N/FDAVIDA.HUCKEBA

N/F LISA M.& FRANK Z.HUNTER

N/FMATTHIAS K.& DONA K.PIETSH

N/FQUENTIN H.& JODIE A.RITCH

N/FTHOMAS &LISASANDERS

N/FVICKIR.WALSH

N/F MARCW. & LORISHANNON

N/F YI GUAN& SHUCHUAN TSAI

N/F DDRSOUTHEAST SPOUTLOT 1 LLC

N71°49

'46"

E 20

0.00

'

N48°34'46"W560.90'

A=139.96' R=1024.93'CHD=S44°28'43"E Lc=139.85'S48°49'25"E 77.15'

63.56'78.59'

S49°13'18"E 198.02'

S41°08'33"W 165.00'

S48°50'20"E 199.95'

N41°10'11"E166.69'

A=301.56' R=2935.06' CHD=S52°22'06"E Lc=301.42'

S13°11'55"E99.15'

N89°29'29"W 302.11'

N48°29'00"W 450.11'

N48°36'35"W 200.03'

N03°31'05"E

38.60'

N36°39'40"E61.05'

N18°33'23"W 150.04'

N70°55

'43"

E 12

9.60

'N7

1°25

'09"

E 12

0.02

'

S78°14'39"E

43.69'

177.24'105.05136.46'73.51'

S00°11'25"E452.25'

IPF

1/2" RB

IPF 1/2" RB

IPF1/2" RB& CAP

POB: IPS

IPS

IPF

5/8" RB

IPS

CMF

(TYP)

CMF

(TYP)

IPF1/2" RB

IPS

IPF1/2" RB

IPF 1/2" R

B

CMF

CAB

PKNF

IPS

IPF

1/2" RB

IPF

1/2" RBIPF

1/2" RBIPF

1/2" RBIPF

1/2" RBIPF

1/2" RBIPF

1/2" RBIPF

1/2" RB

STEPS

SIDEWALK

BC

CONC

BC

BC

BC

BC

BC

CP

CP SIDEWALK

CONC

BC

BC

BCBC

CP

SIDEWALK

BC

BC

BC

BC

SIDEWALK

BC

ASPHALT

PARKING LOT

ASPHALT

PARKING LOT

BC

BC

CP

RAMP RAMP

RAMP

CONCRETE

CP

ASPHALT

CP CPCP CP CP

CONCRETEFLUM

E BC

BC

BC

BC

GRAVEL

BC

RAMP

RAMP

STEPS

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

WM

WM WMWMWM

WMWM

WM

WM

WM WM WM WM WMWM

WM WM

WV

WV

WV

WV

WVWV

WV

LP

LP

LP

LP

LP LPLP

LP

LP

LP

LP

LP LP

LP

TSBTSB

TSBTSP

LL107

LL110

LL107

LL110

LL106

APPROXIMATE LAND LOT LINE

APPROXIMATE LAND LOT LINE

APPROXIMATE LAND LOT LINE

APPROXIMATE LAND LOT LINE

LL109

LL106LL

109

TOTAL AREA:694,585 SQ.FT.

OR 15.95±ACRES

APPROXIMATE PARCEL LINE

APPROXIM

ATE PARCEL LINE

APPROXIM

ATE PARCEL LINE

"A""B" "B"

"A"

"A" "B"

TELCOTELCO

AT&T BLDGCAB

CAB

BLOCKW

ALL

WALL

C/O C/O

C/O

C/O

C/O C/OC/O

C/O C/O

C/O

C/O

C/OC/O

C/O

C/O

MW MWGM GM GM

GM

GM

GM

GM

GM

GM

GM

GM

GM

GM

GM

15' BUILDING SETBACK

15' BUILDING SETBACK

15' BUILDING SETBACK

50' BUILDING SETBACK

50' BUILDING SETBACK 50' BUILDING SETBACK

35' B

UILD

ING SE

TBAC

K

35' BUILDING SETBACK

30' BUILDING SETBACK

30' BUILDING SETBACK

15' BUILDING SETBACK

15' B

UILD

ING

SETB

ACK

PROP 10' BUILDING

SETBACK

PROP 10' BUILDING

SETBACK

PROP 10' BUILDING SETBACK

PROP

10' B

UILD

ING

SETB

ACK

PROP 10' BUILDING SETBACK

40' BUFFER SETBACK

40' BUFFER SETBACK

23.7'

29.5'

32.4'

181.2'

67.1'

66.8'

157'

237.1'

307.5'

178.2'

315.4'

9.2'

3.8'

12.3'

ELEC GAS MTR& PNL MTR

W

E

S

W

E

S

NAD83

NAD83

NAD83

NAD83

DETENTION POND

DETENTION POND

BOLLARD(TYP)

BOLLARD(TYP)

H/C

SIGN

S

H/C

SIGN

S

SIGN (TYP)

SIGN

SIGNSIGN

SIGN (TYP)

SIGN

SIGNSIGN

LP

H/C

SIGN

S H/C

SIGN

S

H/C SIGN

SIGN (TYP)

SIGN

SIGN (TYP)

SIGN

GATE

GATE

8' WDF

5' WDF

5' WDF5' WDF 8' WDF8' WDF8' WDF

8' WDF

LOADING DOCK W/OVERHANG

OVERHANG

#4700 SANDY PLAINS ROADMULTI-STORY BUILDING

44,237 SF

PID # 16010900230#4655 WOODSTOCK ROADSINGLE STORY BUILDING

22,680 SFPID # 16010700010

SINGLE STORY BUILDING13,177 SF

PID# 1601070030SINGLE STORY BUILDING

3,253 SF

PID# 160100906220SINGLE STORY BUILDING

2,900 SF

30'

24'

24'

27.5' 24' 24'

28'

19'19'

20'108.3'

30'19'

30'10'

10'24'

20'50'

19' 24' 19'

19'19'

20' 11.9' 6.9' 50'20' 50' 30' 50' 20' 50' 30' 50'

24'

24'

24'

24'

24'

50' 24' 24' 50' 24'

60' 40' 60'

38.6'

38.6'35'

84.8'

76.7'

99'

116.9'

103'

135.9'

10'

25.5'

PROP. ±15,000 RETAIL/RESTAURANT133 PARKING SPACES

PROP. 41 UNITTOWNHOUSE

DEVELOPMENT99 PARKING

SPACES

PROP. MAINTENANCEBUILDING

30'

24'

24'

27.5' 24' 24'

28'

19'19'

20'108.3'

30'19'

30'10'

10'24'

20'50'

19' 24' 19'

19'19'

20' 11.9' 6.9' 50'20' 50' 30' 50' 20' 50' 30' 50'

24'

24'

24'

24'

24'

50' 24' 24' 50' 24'

60' 40' 60'

38.6'

38.6'35'

84.8'

76.7'

99'

116.9'

103'

135.9'

10'

25.5'

PROP. ±15,000 RETAIL/RESTAURANT133 PARKING SPACES

PROP. 41 UNITTOWNHOUSE

DEVELOPMENT99 PARKING

SPACES

PROP. MAINTENANCEBUILDING

S

E

EP

EB

WV

WM

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STM#

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0-06

-15

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UT:

GA

1820

25 Z

ON

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IBIT

Jun

18,

2020

DISC

LAIM

ER

PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:

PROJECT:

FOR

BM

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

SHEET NUMBER:

SHEET TITLE:

GA182025AJC/BM

JD06/15/2020

CA0

ZONING SITE PLAN

PROPOSEDDEVELOPMENT

4700 SANDY PLAINS ROADCOBB COUNTY

CITY OF MARIETTA, GA

ALWAYS CALL 811

It's fast. It's free. It's the law.

ORG. DATE -

REVISIONS

REV DATE COMMENTDRAWN BY

CHECKED BY

06/15/2020

FOR EXHIBITPURPOSES ONLY

211 PERIMETER CENTER PKWY NE,SUITE 425

ATLANTA, GEORGIA 30346Phone: (678) 695-6800

GA@BohlerEng.com

THE

INFO

RMAT

ION,

DES

IGN

AND

CONT

ENT

OF

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SCALE: 1" = 2000'

LOCATION MAP

1"= 60'

0 60153060

EXISTING NOTE TYPICAL NOTE TEXT

UTILITY LEGEND

SANITARYLABEL

STORMLABEL

SANITARY SEWERLATERAL

UNDERGROUNDWATER LINE

UNDERGROUNDELECTRIC LINE

UNDERGROUNDGAS LINE

OVERHEADWIRE

UNDERGROUNDTELEPHONE LINE

UNDERGROUNDCABLE LINE

STORMSEWER

SANITARYSEWER MAIN

HYDRANT

SANITARYMANHOLE

STORMMANHOLE

WATERMETER

WATERVALVE

GASVALVE

GASMETER

TYPICAL ENDSECTION

HEADWALL ORENDWALL

YARDINLET

CURBINLET

CLEANOUT

ELECTRICMANHOLE

TELEPHONEMANHOLE

ELECTRICBOX

ELECTRICPEDESTAL

MONITORINGWELL

TESTPIT

ALLOWED/REQUIRED EXISTING

MIN. LOT AREA 20,000 SF694,585 SF(15.95 AC)

MIN. LOT WIDTH 60' ±301'

MIN. BUILDING SETBACKFRONT YARD SETBACK(NORTH) 50' 275.6'

REAR SETBACK (WEST) 30' 48.5'MAJOR SIDE SETBACK(EAST) 35' 72.8'

MAJOR SIDE SETBACK(WEST) 35' 178.2'

SIDE SETBACK(NORTH) 15' 23.7'

MIN. BUFFER SETBACKREAR SETBACK (WEST)(ABUTTING RESIDENTIAL) 35' ±26'

MIN. PARKING SPACE DIMENSIONS8.5' x 19'

(162 SQUARE FEET) APPROX. 9' x 18'

MIN. DRIVE AISLE 24' 24'MAX. FLOOR AREA RATIO (FAR) 0.25 0.23 (163,220 SF)MAX. BUILDING HEIGHT 35' 2 STORIES ±35'TOTAL LOT COVERAGE 70% 85% (588,975 SF)

BULK REQUIREMENTS (EXISTING ZONING):EXISTING ZONING: NEIGHBORHOOD RETAIL COMMERCIAL DISTRICT ( NRC )EXISTING USE: VACANT BUILDING/SHOPPING CENTER

GENERAL NOTES

1. OWNER/APPLICANT: DDR SOUTHEAST SANDY PLAINS, LLC

ADDRESS: 3500 PIEDMONT ROAD NE SUITE 730, ATLANTA, GA, 30305

2. ZONING DATA:PARCEL ID NUMBERS: 16010900010, 16010900230, 16010700010, & 1601070030DEVELOPED SITE: 15.95 ACRES

EXISTING ZONING: NEIGHBORHOOD RETAIL COMMERCIAL DISTRICT ( NRC )PROPOSED ZONING: PLANNED COMMUNITY DISTRICT (PVC)EXISTING USE: VACANT BUILDING/SHOPPING CENTERPROPOSED USE: NEIGHBORHOOD RETAIL USES & TOWNHOUSE DWELLING UNITS PERMITTED

3. THIS PLAN IS BASED ON THE FOLLOWING:"BOUNDARY, TOPOGRAPHIC & AS-BUILT SURVEY PREPARED FOR ISLAND SOUTHEAST SANDY PLAINS, LLC"PREPARED BY POINT TO POINT LAND SURVEYORS. DATED 11/22/11

4. THE IMPROVEMENTS FOR THIS PROJECT INCLUDE THE

.

5. THIS PROPERTY IS LOCATED IN FLOOD ZONE "X" OUTSIDE OF THE 100 YEAR FLOODPLAIN. FEMA FIRM PANELNO. 13067C0058G EFFECTIVE DATE: 12/16/2008 & PANEL NO. 13067C0066H EFFECTIVE DATE: 03/04/2013

BULK REQUIREMENTS (PROPOSED ZONING):PROPOSED ZONING: PLANNED COMMUNITY DISTRICT (PVC)PROPOSED USE: NEIGHBORHOOD RETAIL USES & TOWNHOUSE DWELLING UNITS PERMITTED

ALLOWED/REQUIRED EXISTING PROPOSED

MIN. LOT AREA 200,000 SF694,585 SF(15.95 AC) NO CHANGE

MIN. LOT WIDTH 200' ±301' NO CHANGEMIN. BUILDING SETBACK

FRONT YARD SETBACK(NORTH) 50' 275.6' 99'

REAR SETBACK (WEST) 30' 48.5' 35'MAJOR SIDE SETBACK(SOUTH) 35' 72.8' 84.8'

MAJOR SIDE SETBACK(EAST) 35' 178.2' NO CHANGE

SIDE SETBACK(NORTH) 10' 23.7' NO CHANGE

MIN. BUFFER SETBACK

REAR SETBACK (WEST)(ABUTTING RESIDENTIAL) 40' ±26'

±26'

MIN. PARKING SPACE DIMENSIONS8.5' x 19'

(162 SQUARE FEET) APPROX. 9' X 18' APPROX. 9' X 18'

MIN. DRIVE AISLE 24' 24' 24'

MIN. OPEN SPACE550 SF /

DWELLING UNIT41 X 550 = 22,550 SF

N/A 27,355 SF

MAX. NET FLOOR AREA / 100 DWELLING UNITS 70,000 SF GROSS = 163,220 SFNET = 130,576*

GROSS = 98,347 SFNET = 78,678* / 41

DWELLING UNITS

MAX. BUILDING HEIGHT 2 STORIES ±35' 2 STORIES ±35' 2 STORIES ±35'TOTAL LOT COVERAGE 70% 85% (588,975 SF) 79% (554,132 SF)

* NET FLOOR AREA ASSUMED TO BE 80% OF GROSS FLOOR AREA

LEGAL DESCRIPTION

ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOTS 106, 107, 109, 110, 16TH DISTRICT, 2NDSECTION, COBB COUNTY, GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF A MITERED INTERSECTION BEING DENOTED BY AN IRON PIN SETALONG THE SOUTHWESTERLY RIGHT -OF-WAY LINE OF GEORGIA HIGHWAY 92 (HAVING A VARIABLE WIDTH RIGHT-OF-WAY) AND THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAND PLAINS ROAD (HAVING AN APPARENT100-FOOT WIDE RIGHT-OF-WAYJ; THENCE LEAVING SAID SOUTHEAST CORNER OF A MITERED INTERSECTION ANDRUNNING ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE OF GEORGIA HIGHWAY 92, 139.96 FEET ALONG THEARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 1024.93 FEET AND BEING SCRIBED BY A CHORD BEARINGSOUTH 44°28'43" EAST, 139.85 FEET TO A POINT; THENCE, SOUTH 48°49'25" EAST, 77.15 FEET TO A CONCRETEMONUMENT FOUND; THENCE, SOUTH 37°05'48' WEST, 11.07 FEET TO A POINT; THENCE, SOUTH 58°56'15' EAST, 8.12FEET TO A POINT; THENCE, SOUTH 49°13'12" EAST, 7.00 FEET TO A POINT; THENCE, NORTH 41°34'39" EAST, 9.84FEET TO A CONCRETE MONUMENT FOUND; THENCE, SOUTH 49°13'18” EAST, 198.02 FEET TO A POINT; THENCE,SOUTH 43°36'41" WEST, 10.00 FEET TO A CONCRETE MONUMENT FOUND; THENCE, SOUTH 48°55'53" EAST, 15.27FEET TO A CONCRETE MONUMENT FOUND; THENCE, NORTH 41°04'07" EAST, 10.00 FEET TO A POINT; THENCE,SOUTH 48°52'50" EAST, 7.72 FEET TO A 1/2-INCH REBAR FOUND; THENCE LEAVING SAID SOUTHWESTERLYRIGHT-OF-WAY LINE OF GEORGIA HIGHWAY 92 AND RUNNING, SOUTH 41°08'33' WEST, 165.00 FEETTO A 1/2-INCHREBAR FOUND; THENCE, SOUTH 48°50'20' EAST, 199.95 FEET TO A 1/2-INCH REBAR FOUND; THENCE, NORTH41°10'11" EAST, 166.69 FEET TO AN IRON PIN SET ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE OF GEORGIAHIGHWAY 92; THENCE RUNNING ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE OF GEORGIA HIGHWAY 92,301.56 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2935.06 FEET AND BEING SCRIBEDBY A CHORD BEARING SOUTH 52°22'06" EAST, 301.42 FEET TO A CONCRETE MONUMENT FOUND AT THEINTERSECTION OF SAID SOUTHWESTERLY RIGHT-OF-WAY LINE OF GEORGIA HIGHWAY 92 AND THE WESTERLYRIGHT-OF-WAY LINE OF MABRY ROAD (HAVING AN APPARENT 80-FOOT RIGHT-OF-WAY); THENCE LEAVING SAIDSOUTHWESTERLY RIGHT-OF-WAY LINE OF GEORGIA HIGHWAY 92 AND RUNNING ALONG SAID WESTERLYRIGHT-OF-WAY LINE OF MABRY ROAD, SOUTH 13°11'55' EAST, 99.15 FEET TO A POINT; THENCE, SOUTH 00°11'25'EAST, 452.25 FEET TO AN IRON PIN SET; THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE OF MABRY ROADAND RUNNING, NORTH 89°29'29' WEST, 302.11 FEET TO A 1/2-INCH REBAR FOUND; THENCE, NORTH 48°29'00' WEST,450.11 FEET TO A 1/2-INCH REBAR FOUND; THENCE, NORTH 48°36'35' WEST, 200.03 FEET TO A 1/2-INCH REBARFOUND; THENCE, NORTH 48°34'46' WEST, 560.90 FEET TO A 1/2-INCH REBAR FOUND; THENCE, NORTH 03°31'05'EAST, 38.60 FEET TO AN IRON PIN SET; THENCE, NORTH 71°49'46' EAST, 200.00 FEET TO A PK NAIL FOUND; THENCE,NORTH 36°39'40' EAST, 61.05 FEET TO A PK NAIL SET; THENCE, NORTH 18°33'23' WEST, 150.04 FEET TO A 1/2-INCHREBAR FOUND ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF SANDY PLAINS ROAD; THENCE RUNNINGALONG SANDY PLANS ROAD, NORTH 70°55'43" EAST, 129.60 FEET TO A CAPPED 1/2-INCH REBAR FOUND; THENCE,NORTH 71°25'09' EAST, 120.02 FEET TO AN IRON PIN SET AT THE SOUTHWESTERLY CORNER OF A MITEREDINTERSECTION BEING THE INTERSECTION OF SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF SANDY PLAINS ROADAND THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF GEORGIA HIGHWAY 92; THENCE RUNNING ALONG SAIDMITERED INTERSECTION TO THE SOUTHEASTERLY CORNER OF SAID MITERED INTERSECTION, SOUTH 78°14'39'EAST, 43.69 FEET TO AN IRON PIN SET AT SAID SOUTHEASTERLY CORNER OF A MITERED INTERSECTION AND THETRUE POINT OF BEGINNING.

SAID TRACT CONTAINS 15.95 ACRES (694,585 SQUARE FEET) MORE OR LESS.

USEPARKING

REQUIREMENTEXISTING GROSS FLOOR

AREA TO REMAINPROPOSED GROSS

FLOOR AREATOTAL GROSSFLOOR AREA

TOTAL NETFLOOR AREA

REQUIREDPARKING

EXISTING PARKINGTO REMAIN

PROPOSEDPARKING

TOTALPARKING COMPLIANT

NEIGHBORHOODRETAIL USE

1 SPACE PER 200 SQ.FT. OF NET

FLOORSPACE83,347 SQ. FT. 15,000 SQ. FT. 98,347 SQ. FT. 78,678 SQ.FT.* 393 SPACES 378 SPACES 133 SPACES 511 SPACES YES

* NET FLOOR AREA ASSUMED TO BE 80% OF GROSS FLOOR AREA

PARKING REQUIREMENTS:

AS-BUILT CONCURRENT VARIANCE REQUESTS(PREVIOUSLY GRANTED):

1. MAXIMUM IMPERVIOUS SURFACES 70% TO 85% (EXISTING CONDITION)2. MINIMUM BUFFER 40 FT. TO ±26 FT. (EXISTING CONDITION)3. MINIMUM PARKING SPACE DIMENSION SOME PARKING SPACES MAY NOT MEET CODE MINIMUM.

USEPARKING

REQUIREMENTPROPOSED

UNITSREQUIREDPARKING

PROPOSEDPARKING COMPLIANT

TOWNHOUSE DWELLING UNIT(ATTACHED) 2 SPACES PER UNIT 41 82 SPACES 99 SPACES* YES

* ASSUMED EACH UNIT HAS ONE INTERIOR SPACE AND EACH UNIT WITH A 20' DRIVEWAY HAS ONE EXTERIOR SPACE -11 UNITS LACK EXTERIOR SPACES

ADDITIONAL CONCURRENT VARIANCE REQUESTS:

1. MAXIMUM NET FLOOR AREA / 100 DWELLING UNITS 70,000 SF TO 78,678 SF (EXISTING CONDITION)

1 of 1

ZONING SITEPLAN EXHIBIT

DDR SOUTHEASTSANDY PLAINS, LLC

(CV)

(CV)

(CV)(CV) = CONCURRENT VARIANCE(PREVIOUSLY GRANTED)

DEMOLITION OF EXISTING RETAIL SPACE AND PARKINGAREA TO ALLOW CONSTRUCTION OF NEW RETAIL SPACE ALONG WITH A TOWNHOME COMMUNITY AND OPENSPACE

(CV)(CV)

(±35' ADENT TOTOWNHOMJACES)

(CV) (CV)

(CV+)

(CV) (CV)(CV) = CONCURRENT VARIANCE(PREVIOUSLY GRANTED)(CV+) = ADDITIONAL CONCURRENT VARIANCE

TM

S

S S

S

S

S

S

S

D

D

DD D

CP

CONCRETE

CONCRETE

CP

CP

RAMP

STEPS

RAMP

CP

LANDING

CP

CP

RAMPRAMP

RAMP

ASPHALT

GRAVEL

RAMP

WM

ICV

WM

(2)

FDC

WM

WM

WM FDC

WM

WM WM

WM

TELCO

CAB

AT&T BLDG

CABCABIPS

IPF

1/2" RBIPF

1/2" RBIPF

1/2" RBIPF

1/2" RB

N89°29'29"W 302.11'

N48°29'00"W 450.11'

N48°36'35"W 200.03'

73.51'

WALL

WV

WV

WV

WMWM

WM

WM

WM

WM

WMWMWM

WMWM

WM

WM

WV

C/OC/O

C/O

C/O C/O

C/O C/O

C/O

C/O

C/O C/OC/O

C/O C/O

C/O

C/O

C/OC/O

GM

GM

GM

GM

GM

GM

GM

30' BUILDING SETBACK

30' BUILDING SETBACK60.3'

48.5'

48.7'60.7'64.2'

115.2'

9.2'

3.8'

12.3'

40' BUFFER SETBACK

40' BUFFER SETBACK

N/FDAVIDA.HUCKEBA

N/F LISA M.& FRANK Z.HUNTER

N/FMATTHIAS K.& DONA K.PIETSH

N/FQUENTIN H.& JODIE A.RITCH

N/FTHOMAS &LISASANDERS

N/FVICKIR.WALSH

N/F MARCW. & LORISHANNON

N/F YI GUAN& SHUCHUAN TSAI

W

E

S

NAD83

NAD83

DETENTION POND

BOLLARD(TYP)

GATE

5' WDF

8' WDF

8' WDF

LOADING DOCK W/OVERHANG

SINGLE STORY BUILDING7,680 SF

PID # 16010900230#4655 WOODSTOCK ROADSINGLE STORY BUILDING

22,680 SF

S

S S

S

S

S

S

S

D

D

DD DCP

RAMP

RAMP

ASPHALT

GRAVEL

RAMP

AT&T BLDG

CABCABIPS

IPF

1/2" RBIPF

1/2" RBIPF

1/2" RBIPF

1/2" RB

N89°29'29"W 302.11'

N48°29'00"W 450.11'

N48°36'35"W 200.03'

73.51'

WALL

WV

WV

WM WMWMWM

WMWM

WM

WM

WV

C/O C/O

C/O

C/O

C/O C/OC/O

C/O C/O

C/O

C/O

C/OC/O

GM

GM

GM

GM

30' BUILDING SETBACK

30' BUILDING SETBACK

9.2'

3.8'

12.3'

40' BUFFER SETBACK

40' BUFFER SETBACK

N/FDAVIDA.HUCKEBA

N/F LISA M.& FRANK Z.HUNTER

N/FMATTHIAS K.& DONA K.PIETSH

N/FQUENTIN H.& JODIE A.RITCH

N/FTHOMAS &LISASANDERS

N/FVICKIR.WALSH

N/F MARCW. & LORISHANNON

N/F YI GUAN& SHUCHUAN TSAI

±3,750OPEN

SPACE

"A""B"

"B"

"A"

W

E

S

NAD83

NAD83

DETENTION POND

BOLLARD(TYP)

GATE

5' WDF

8' WDF

8' WDF

LOADING DOCK W/OVERHANG

PID # 16010900230#4655 WOODSTOCK ROADSINGLE STORY BUILDING

22,680 SF27.5' 24' 24'

10'24'

20'50'

20' 11.9' 6.9'20' 50' 30' 50' 20' 50' 30' 50'

24'

24'

24'

24'

24'

50' 24' 24'

50' 24'

38.6'

38.6'35'

76.7'

25.5'

PROP. 41 UNITTOWNHOUSE

DEVELOPMENT99 PARKING

SPACES

PROP. MAINTENANCEBUILDING

27.5' 24' 24'

10'24'

20'50'

20' 11.9' 6.9'20' 50' 30' 50' 20' 50' 30' 50'

24'

24'

24'

24'

24'

50' 24' 24'

50' 24'

38.6'

38.6'35'

76.7'

25.5'

PROP. 41 UNITTOWNHOUSE

DEVELOPMENT99 PARKING

SPACES

PROP. MAINTENANCEBUILDING

H:\2

018\

GA

1820

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ITS

\202

0-06

-15

EX

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1820

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GA

1820

25 P

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& P

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SC

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Jun

18,

2020

DISC

LAIM

ER

PROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:

PROJECT:

FOR

BM

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

SHEET NUMBER:

SHEET TITLE:

GA182025AJC/BM

JD06/18/2020

CA0

ZONING SITE PLAN

PROPOSEDDEVELOPMENT

4700 SANDY PLAINS ROADCOBB COUNTY

CITY OF MARIETTA, GA

ALWAYS CALL 811

It's fast. It's free. It's the law.

ORG. DATE -

REVISIONS

REV DATE COMMENTDRAWN BY

CHECKED BY

06/18/2020

FOR EXHIBITPURPOSES ONLY

211 PERIMETER CENTER PKWY NE,SUITE 425

ATLANTA, GEORGIA 30346Phone: (678) 695-6800

GA@BohlerEng.com

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PROPOSED BUFFER

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0 307.51530

DDR SOUTHEASTSANDY PLAINS, LLC

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