Jversion gplotborder-V8i-PO.tbl GRWCOV DEPARTMENT OF … · 2018. 1. 24. · sta. 12+50.00 gdot...

A

B

A

B

AB

A

B

AB

AB

AB

B

A

A

B

A

B

A B

INV=

1165.92

COUNTY LINE TO CR458

SR9 WIDENING FROM FULTON/FORSYTH

100% IN CONG. DIST. NO. 9.

FORSYTH COUNTY AND IS

THIS PROJECT IS 100% IN

CSSTP-0007-00(843)

Project No.

PEAK HOUR % TRUCKS:

NORCROSS, GA 30092

3577 PARKWAY LANE, SUITE 100

MILES

DATE

FEDERAL AID PROJECT

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

PLANS COMPLETED - -

REVISIONS

CSSTP-0007-00(843)

FORSYTH COUNTY

0.982

0.00

0.982

FEDERAL ROUTE #

STATE ROUTE #

P.I. NO.

N/A

S.R. 9

0007843

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.00

0.982

LENGTH OF PROJECT

SUBMITTED BY:

PREPARED BY:

RECOMMENDED FOR

SUBMISSION BY:

TRAFFIC A.D.T.:

TRAFFIC A.D.T.:

TRAFFIC D.H.V.:

DIRECTIONAL DIST:

SPEED DESIGN:

24 HR.TRUCKS %:

DESIGN DATA:

DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY

THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER,

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

LOCATION SKETCH

DESIGNED IN ENGLISH UNITS.

APPROVAL DATE:

LOCATION & DESIGN

URBAN MINOR ARTERIAL

FUNCTIONAL CLASS:

PROJECT DESIGNATION:

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

COUNTY No. 117

CHIEF ENGINEER

STATE DESIGN ENGINEER

DESIGN

DESIGN

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

17,760 (2020)

23,920 (2040)

1,795

55%/45%

10%

8%

45 MPH

FO

RS

YT

H

CO

UN

TY LIN

EF

ULT

ON

CO

UN

TY LIN

E

Horiz

ontal Alig

nme

n

t

11S

104_SDE

S

V52

PROP_E_BL

L

L

E

X

IST APPROXIM

ATE LA

N

D

LOT LIN

E

-

L

.L. 7

5

4

(E

AST) L

.L

. 7

5

5 (W

ES

T

)

Hor

izonta

l Alig

n

ment

11S10

4_

S

D

E

SV56

PR

O

P_E

_

BLLL

E

XIS

T

A

PP

R

OXIM

ATE LA

N

D

LOT

L

IN

E

- L.L. 6

88 (E

AST

) L.L. 6

8

7 (W

EST)

SV

6

8

Horiz

ontal Alig

nment

11S10

4_SDE

SV019 0

3

8

P

ROP_E_PAR

PARCEL ID: 0

19 038, N

/F, S

OUTH FORSYTH

MHP LLC ATTN PA

U

L CHASE

Horiz

ontal Alig

nment

11S

104_SDE

SV

0

19 08

3

P

R

O

P

_E_PAR

PARCEL ID: 0

19 083, N/F, A

NTHONY

M. G

OLD

&

M

A

RCIL

YNN GOLD

PROJECT LOCATION

CSSTP-0007-00(843)

ROAD

TID

WELL

RO

AD

PLA

NT

ATIO

N

TU

LIP

ROAD

STRIC

KLA

ND

DR

MA

RTIN

HIGHWAYS.R. 9 /

ATLANTA

MCF

ARLAN

D PK

WY

E 2270792.7038

N 1502972.2037

STA. 37+57.35

PROJECT MIDPOINT

STA. 625+00.00

STRICKLAND ROAD

STA. 25+71.92

ATLANTA HIGHWAY

S.R. 9 /

10+00

20+00

30+00

40+00

50+00

60+00

COUN

TY LIN

E

APPR

OX.

FULT

ON

COUN

TY LIN

E

APPR

OX.

FORS

YTH

LAND DIS

TRIC

T

APPR

OX.

2ND

L.L.

L.

APPR

OX.

L.L.L.

APPROX.

L.L.L.

APPROX.

L.L.

L.

APPR

OX.

L.L.

L.

APPR

OX.

L.L.

L.

APPR

OX.

L.L.L.

APPROX.

REQ'

D R/

W

276

G.M.D.

682

L.L.

683

L.L.

687

L.L.

686

L.L.

655

L.L.

756

L.L.

575

L.L.

WIN

DSOR LN

T

S

AT E

O

G

F

EO

RG

I

A

17

76

CONSTITUTI

ON

JUS

TI

CE

O

M

DER

ATIO

N

DOM

WIS

1000 2000

SCALE IN FEET

0 500

2/4/2016

p0079481

Jversion

gplotborder-V8i-PO.tbl

0007843_01.dgn

GRWCOV

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

CONCOV

3/1/2007

418+00.00

A STREET

18+17.04

S.R. 9 / ATLANTA HIGHWAY

STA. 523+00.00

TULIP PLANTATION ROAD

STA. 23+33.83


STA. 843+00.00

MARTIN DRIVE

STA. 43+43.06


STA. 945+00.00

WINDSOR LANE

STA. 45+79.44


STA. 960+18.46

MCFARLAND DRIVE

MCFARLAND PARKWAY /

STA. 58+88.59


MCFARLAND DR

M.P. 0.98

E 2271925.2913

N 1505069.7777

STA.63+50.00

CSSTP-0007-00(843)

END CONSTRUCTION

END PROJECT

M.P. 0.00

E 2268663.5830

N 1501374.7378

STA.11+64.70

CSSTP-0007-00(843)

BEGIN CONSTRUCTION

BEGIN PROJECT

CURVE 3

CURVE 3

PI 9+31.59

PC 14+09.43

PT 16+47.88

PC 18+68.70

PT 24+93.12

PC 43+06.68

PI 15+28.73

PI 21+95.75

PI 44+60.07

PC 63+56.57

PT 46+12.15

X

X

X

X

X

X

XCONC

24"

DP

M

OUT=1147.47IN=1147.56

TOP=1152.82DI

24"

DP

MOUT=1148.80TOP=1156.90DI

W/ FESINV=1158.30

18"

DP

C

OUT=1162.51IN=1162.48

TOP=1165.57CI

18" D

PC

OUT=1163.09IN=1163.09TOP=1169.49SWCB

18" DPC

OUT=1163.57TOP=1169.54

SWCB

DEPOT

BEVERAGE

BUILDING

BRICK

1 STORY

HOSPITAL

MIDWAY ANIMAL

BLDG

BRICK

2 STORY

001

58.78'

+88.39

53.47'

+54.19

63.05'

+24.51

41.00'

+68.51

63.48'

+78.51

53.48'

+71.09

69.98'

+74.48

52.97'

+33.24

69.51'

+29.47

61.09'

+14.71

41.00'

+68.5148.50'

+38.94

41.00'

+39.22

-30.00'

+75.52-30.00'

+29.43

-44.00'

+86.97

-44.00'

+17.97

-47.50'

+79.28

-38.54'

+60.00

-42.00'

+60.00

-42.00'

+75.80

-48.00'

+77.38

-60.00'

+60.00 -60.00'

+80.54

-70.00'

+83.17

-70.00'

+25.00

-60.00'

+25.00

53.00'

+54.37

39.09'

+54.37

65.00'

+54.37

65.00'

+65.00

95.00'

+65.00

95.00'

+40.00

65.00'

+45.00

LP

LP

MAINLINE PLAN

13-

NORCROSS, GA 30092

3577 PARKWAY LANE, SUITE 100GEORGIA

TRANSPORTATION

OF

DEPARTMENT

LP

LP

+02.47

+01.51

LCONST. C

SR 9 / ATLANTA HWY

+76.34

2.00

%

+76.34

-2.00

%

24'

26'

24'

35'

6'

6'

35'

=20'R =25'R

=15'R

=10'R

48.50 RT

STA. 12+50.00

GDOT STD. 4948B

BEGIN TYPE 2-A SIDE BARRIER

END TYPE 2 SIDE BARRIER

50.00 RT

STA. 12+23.40

GDOT STD. 4948B

BEGIN TYPE 2 SIDE BARRIER

48.50 RT

STA. 13+25.00

GDOT STD. 4948B

BEGIN TYPE 2-B SIDE BARRIER

END TYPE 2-A SIDE BARRIER

51.00 RT

STA. 11+61.51

CONC. WALL

BEGIN SPCL. DESIGN

51.00 RT

STA. 11+82.51

CONC. WALL

END SPCL. DESIGN

E 2268663.5830

N 1501374.7378

STA.11+64.70

SR 9 / ATLANTA HWY

CSSTP-0007-00(843)

BEGIN CONSTRUCTION

BEGIN PROJECT

UNKNOWN PARCEL

SUSAN HARDEE

RODERICK J. &

REQ'D R/W

JAN K. WILSON

REQ'D R/W

001

JAN K. WILSON

002

003

SEE S

HEET 13-002

CO

UN

TY

LIN

E

FU

LT

ON

APP

RO

XI

MA

TE

CO

UN

TY

LIN

E

FO

RS

YT

H

APP

RO

XI

MA

TE

MAT

CH LI

NE ST

A. 12+50

9+32

9+32

10+00

11+00

12+00

PI 9+31.59

756

APPR

OXI

MATE L

AN

D L

OT LI

NE

575LAND LOT LINE

APPROXIMATE

8

EXIST. R/W

18"

AA-12

2/1/2016

USER:p0045897

GPLOT-V8


H:\647465 GDOT Full Design Svcs\TO 01 w Otis\99 DESIGN\0007843_13-001.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS8:51:01 AM

GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.


OFFICE:PROGRAM DELIVERY

REVISION DATES

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

CSSTP-0007-00(843)

MAT

CH LI

NE ST

A. 12+50

SEE S

HEET 13-002

0007843_RDWY_BOR.dgn LINE TO Mc FARLAND RD, FORSYTH COUNTYSR 9 WIDENING FROM FULTON/FORSYTH CO20

SCALE IN FEET

0 40 80

756

APPR

OXI

MATE L

AN

D L

OT LI

NE

575LAND LOT LINE

APPROXIMATE

8

EXIST. R/W

XX

X

X

X

X

XX

X

X

OUT=1154.29IN=1154.35TOP=1158.77 DWCB

18" DPM

18"

DP

M

OUT=1155.70TOP=1159.03DI

INV=1152.63

INV=1163.37

INV=1162.36

18" DPM

INV=1157.86

DPM18"

18" D

PM

15" DPC

INV=1156.96

OUT=1163.61IN=1163.69

TOP=1166.11DI

1165.14INV=

1159.95INV=

IMPORT AUTO

BUILDING

BRICK/METAL

1 STORY

HOUSE

STUCCO

1 STORY

BUILDING

STONE

1 STORY

TRAILER

TRAILER

BILLBOARDS

002

RGM

RGM

RGM

RGM

RGM

54.22'

+38.85

70.77'

+42.18

64.39'

+51.7159.73'

+94.72

41.00'

+34.4448.50'

+87.62

41.00'

+80.59

41.00'

+41.52

30.00'

+19.73

-30.00'

+84.79

-44.00'

+96.25

-30.00'

+42.71

-30.00'

+53.06

-30.00'

+08.54

-47.50'

+58.18

53.43'

+02.92

30.00'

+89.63

-30.00'

+81.77

-30.00'

+45.79

-44.00'

+31.25

52.35'

+04.22

99.38'

+31.56

92.52'

+03.43

74.11'

+32.04

70.35'

+03.25

-60.00'

+25.00 -60.00'

+90.00

-70.00'

+90.00-69.96'

+40.00

-60.00'

+40.00

-80.00'

+80.00

-59.10'

+10.00

-60.00'

+54.84

-48.00'

+54.51

-50.00'

+54.56

-50.00'

+09.43

-50.00'

+15.00

-55.00'

+25.00

-42.00'

+25.00

-60.00'

+35.00

-55.00'

+35.00

-54.43'

+90.00

-65.00'

+90.00

-65.00'

+25.00

-54.66'

+25.00

53.00'

+25.00

53.00'

+40.00

100.00'

+12.00

100.00'

+40.00

65.00'

+21.68

110.00'

+40.00

42.00'

+100.00

55.30'

+15.00

55.00'

+26.7250.00'

+27.57

-55.00'

+44.85

50.03'

+00.00

42.00'

+47.88

65.00'

+40.00

53.00'

+100.00

55.00'

+100.00

110.00'

+15.00

65.00'

+100.00

LP

LP

LP

LP

LP

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

MATC

H LI

NE ST

A. 17+00

SEE S

HEET 13-003

SEE S

HEET 13-001

MAT

CH LI

NE ST

A. 12+50

FOR CONSTRUCTION RESTRICTIONS.

IMPACT TABLE IN GENERAL NOTES

SEE ENVIRONMENTAL RESOURCES

NOTE 1:

21.3 SQ YDRIPRAPTYPE 3

LCONST. C

SR 9 / ATLANTA HWY

-2.60

%

+40.33

+40.33

2.60

%

+18.94

-2.00

%

+18.94

2.00

%

2.60

%

+01.53

-2.60

%

+01.53

-2.00

%

+38.37

2.00

%

+38.37

28'

20'

16'

20'

22'

32'

35'

6'

6'

24'

24'

24'

6'

6'

=15'R

=15'R

=35'R

=25'R=15'R

=10'R

48.50 RT

STA. 12+50.00

GDOT STD. 4948B


END TYPE 2 SIDE BARRIER

48.50 RT

STA. 13+25.00

GDOT STD. 4948B



48.50 RT

STA. 13+44.44

GDOT STD. 4948B

END TYPE 2-B SIDE BARRIER

50.00 RT

STA. 13+69.62

GDOT STD. 4948B


48.50 RT

STA. 14+09.43

GDOT STD. 4948B



48.50 RT

STA. 14+40.33

GDOT STD. 4948B



48.50 RT

STA. 14+54.02

GDOT STD. 4948B


40.00 RT

STA. 14+99.19

CONC. WALL

BEGIN SPCL. DESIGN

=20'R

=15'R

JAN K. WILSON

006

MRG SAFE LLC VL BUSINESS INC

JOSE MIRANDA

JUAN I. MONCKEBERG

REQ'D R/W

REQ'D R/W

REQ'D R/W

SUSAN HARDEE

RODERICK J. &

REQ'D R/W

003

005

004

007

002

18"

18"AA-10

AA-08

AA-03

AA-02

AA-01

AA-04

AA-11

AA-OT

18"AA-06

18"

18"AA-05

24"

18"

18"

24"

18"

AA-13DITCH

AA-14

18"

18"

24"

AA-09

CONCRETE FLUME

18"

13+00

14+00

15+00

16+00

17+00

PC 14+09.43

PT 16+47.88

PI 15+28.73

EXIST. R/W

EXIST. R/W

SEE NOTE 1

ESA BOUNDARY

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

OUT=1170.74TOP=1173.55

DI

15" DPC

INV=1169.46

BLDG

MAIL

WOOD

1 STORY

WOOD

1 STORY

EXXON

BLDG

1 STORY

1173.75SLCD2

003

-30.00'

+06.55

33.27'

+66.23

30.00'

+92.17

30.00'

+09.57 30.00'

+63.0230.00'

+59.03

-41.00'

+84.51

-12.35'

+69.94

14.40'

+81.11

-30.00'

+67.05

32.11'

+69.98

-30.00'

+27.85

30.00'

+01.23

80.00'

+05.13

80.00'

+49.53

50.00'

+54.14

42.00'

+70.00

55.00'

+70.0055.04'

+10.00

70.00'

+10.00 70.00'

+65.00

55.00'

+65.00

55.00'

+95.0085.00'

+25.00 75.00'

+39.12

-70.00'

+70.00

-55.00'

+70.00

-53.00'

+70.00

-65.00'

+00.00

-64.08'

+80.00

-80.00'

+34.46

-65.00'

+34.34

-60.00'

+34.30

-55.00'

+34.26

-55.00'

+70.00

-65.00'

+70.00

-53.00'

+34.24

-42.78'

+34.16

-25.00'

+75.00

25.00'

+75.00

-20.03'

+07.4420.27'

+08.46

42.00'

+70.00

55.00'

+11.93

-80.00'

+80.00

LP

LP

LP

28

29

30

31

32

34

33

26

25

RGM

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

+27.50

+96.85

+53.00

+25.92

+38.32

419+00

420+00

PC 418+39.13

PT 418+84.05

PI 420+03.38

PI 418+61.63

418+00

L

TYPE 1 ANCHORAGE

STA 20+90.00

BEGIN W-BEAM GUARDRAIL

A S

TR

EE

T

90°00'00"

SR 9 / AT

LANTA HWYC CONST.

+02.74

2.00

%

+02.74

-2.00

%

0.00

%

+73.64

+73.64

0.00

%

-2.00

%

+44.93

2.00

%

+44.93

+16.23

-4.00

%

E 2269300.9281

N 1501511.5288

STA.418+00.00

A STREET

STA.18+17.04

SR 9 / ATLANTA HWY

E 2269311.3559

N 1501412.2561

STA.419+00.00

A STREET

LIMIT OF CONSTRUCTION

32'

4'R

22'

24'

41.00'LT

+68.38

BEGIN TAPER

30.00'RT

+66.01

BEGIN TAPER

20'

24'

10'

R

22'

+16.23

4.00

%

6'

6'

24'

24'

24'

35'

6'

6'

=50'R =45'R

=15'R =15'R

=25'R

=15'R

=20'R

=25'R

=15'R

=37'R

40.00 RT

STA. 17+05.94

CONC. WALL

END SPCL. DESIGN

VL BUSINESS INC

& MARIA ROCHA

JOSE A. ROCHA

PINE RIDGE ASSOCIATES LLC

REQ'D R/W

006

JOSE MIRANDA

REQ'D R/W

007

008

009

REFERRAL CENTER PC

ALL PETS EMERGENCY

MATC

H LI

NE ST

A. 17+00

MATC

H LI

NE ST

A. 21+00

SEE S

HEET 13-002

SEE S

HEET 13-004

17+00

18+00

19+00

20+00

21+00

PC 18+68.70

APPROXIMATELAND LOT LINE

575

756

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

AC-1

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

X

X

15" DPC OUT=1169.05

TOP 1172.49DWCB

15" D

PC

15"

DPC

DPC24"

OUT=1165.32

IN=1165.29

TOP=1171.24

DWCB

OUT=1165.71IN=1165.75TOP=1171.38DWCB

INV=1168.88

24" DPC

1176.9

1

INV=

1164.94

INV=

SUPERMARKET 2

LA BODEGA

STUCCO BUILDING

1 STORY

BUILDING

STORY METAL

ONE

CENTER

SHOPPING

STONE

1 STORY

CENTER

SHOPPING

STONE

1 STORY

1165.73

INV=

1164.40

INV=

1167.91

INV=

24" DPC

X

XSIL

T

FE

NC

E

004

-30.00'

+67.56

-41.00'

+83.29

32.50'

+40.00

34.50'

+40.0030.00'

+81.87

41.00'

+28.35

51.83'

+35.4245.06'

+71.20

51.10'

+58.62

58.57'

+68.2067.75'

+17.55

64.99'

+13.64

49.53'

+07.48

10.01'

+76.96

-10.00'

+81.53

94.00'

+35.66

98.55'

+48.50

108.64'

+92.25

140.70'

+79.42

166.02'

+66.73

135.55'

+25.98

138.31'

+76.04

-85.00'

+05.95

-51.39'

+35.98

-47.78'

+89.90

-70.32'

+89.90

-75.14'

+89.94

-70.00'

+88.78

-70.70'

+10.55

42.00'

+80.00

52.00'

+80.00

80.00'

+80.00

60.14'

+00.00

80.00'

+00.00

52.00'

+36.65

54.17'

+00.00

70.00'

+00.00

70.00'

+75.00

42.00'

+93.1252.

00'+20.00

24.51'

+79.83

24.43'

+90.00

138.07'

+97.20

90.00'

+75.00

112.26'

+75.00

-35.98'

+35.98

-82.18

+32.98

LPRGM

RGM

RGM

RGM

RGM

RGM

RGM

RGM

RGM

-250.91'

20+95.61

-258.72'

21+66.16

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

524+00

PC 523+78.84

PT 524+22.73

PI 524+42.73

PI 524+00.88

523+00

+47.25

L

89°31'45"

CONST. C

6.00'RT

+85.66

BEGIN TAPER

SR 9 / ATLANTA HWY

TU

LIP

PL

AN

TA

TIO

N

RD

STRIC

KLAN

D

RD

TID

WELL R

D

-4.00

%

+45.59

+45.59

4.00

%

10' 10'

TYPE 12 ANCHORAGE

STA 22+40.00

END W-BEAM GUARDRAIL E 2269

927.98

61N 1

501889.75

97STA.6

25+00.

00STR

ICKLAND RD

STA.25+7

1.92

SR 9 / AT

LANTA HWY

E 2269768.3387

N 1501713.7568

STA.523+00.00

TULIP PLANTATION RD

STA.23+33.83

SR 9 / ATLANTA HWY

30.00'LT

+73.45

END TAPER

41.00'RT

+61.41

END TAPER 4.00'LT

+85.83

END TAPER

45'

2'

24'

34'

35'

2'

4'

4'

6'

35'

24'

34'

35'

2'

=50'R

=25'R

=10'R

=35'R

49.00 RT

STA. 22+60.00

CONC. WALL

BEGIN SPCL. DESIGN

49.00 RT

STA. 23+33.55

CONC. WALL

END SPCL. DESIGN

40.00 RT

STA. 23+66.42

CONC. WALL

BEGIN SPCL. DESIGN

40.00 RT

STA. 24+40.00

CONC. WALL

END SPCL. DESIGN

=25'R

R =8'

=35'

R

=45'R

=30'

R

29'

=381.2'R

6'

TIDWELL RD

GOLDEN TOUCH BUILDERS LLC

TULIP PLANTATION LLC

ANIL INC

& MARIA ROCHA

JOSE A. ROCHA

RE

Q'

D R/

W

REQ'D R

/W

010

011

BUILDERS LLCGOLDEN TOUCHR

EQ'

D

R/

W

012 009

RE

Q'

D

R/

W

21.3 SQ YD

RIPRAP

TYPE 3

25.11 SQ YD

RIPRAP

TYPE 1

24.16 SQ YD

RIPRAP

TYPE 1

GOLDEN TOUCH BUILDERS LLC

RE

Q'

D

R/

W

RE

Q'

D

R/

W

REQ'D R/W

009

BUILDERS LLCGOLDEN TOUCH

010

BUILDERS LLC

GOLDEN TOUCH

DRY SWALE

ENHANCED

DRY SWALE

ENHANCED

MATC

H LI

NE ST

A. 21+00

MATC

H LI

NE ST

A. 25+00

SEE S

HEET 13-003

SEE S

HEET 13-005

SEE INSET

INSET

21+00

22+00

23+00 24+00

25+00

PT 24+93.12

PI 21+95.75

25+00

APPROXIMATE

LAND LOT LINE

APPROXI

MATE

EXIST. R/

W

EXIST. R/

W

EXIST. R/

W

EXIST. R/

W

EXIST. R/

W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

18"

18"

AC-6

AC-2

AC-3

AC-4

AF-1

AJ-1

18"

18"

24"

AC-10

AC-IN

AC-OT

24"

18"

18"

AF-2

REMOVE INLET

AH-3

AH-2

AH-OT AJ-OT

AH-IN

AF-3EX

18"

24"24

"

24"

DRY SWALE

ENHANCED

2/4/2016

USER:p0079481

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

1176.9

1IN

V=

HOUSE

WOOD

1 STORY

1180.75SLCD3

005

41.00'

+17.92

30.00'

+25.92

-11.00'

+76.00

11.00'

+65.00

52.00'

+20.00

42.00'

+25.00

65.00'

+31.92

65.00'

+48.92

60.00'

+82.3750.16'

+94.39

42.00'

+68.5842.00'

+10.00

50.00'

+10.00 60.00'

+10.00

46.50'

+50.00

80.00'

+00.00

-74.25'

+57.59

-54.19'

+48.21

-75.61'

+84.14

-55.59'

+80.99

-35.00'

+17.29

23.00'

+81.32

23.00'

+28.88

-95.00'

+45.00

-74.87'

+60.00

-74.63'

+20.00

-80.00'

+20.00

LP

LP

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

RGM

RGM

+46.50

626+00

PC 625+81.32

PT 626+70.24

PI 626+86.35

PI 626+28.96

625+00L

4.00'RT

+56.92

BEGIN TAPER

ANCHORAGE

TYPE 12

STA.28+50

GUARDRAIL

BEGIN W-BEAM

90°00'00"

CONST. C

41.00'LT

+63.58

BEGIN TAPER

30.00'LT

+63.76

END TAPER

41.00'RT

+67.92

BEGIN TAPER

30.00'RT

+67.92

END TAPER

35'

2'

34'

24'

2'

34'

SR 9 / ATLANTA HWY

ST

RIC

KL

AN

D

RD

+16.89

2.00

%

+16.89

-2.00

%

+88.18

-2.00

%

+88.18

0.00

%

+59.48

-2.00

%

+59.48

-2.00

%

=1'R

=1'R

14'

E 2269927.9861

N 1501889.7597

STA.625+00.00

STRICKLAND RD

STA.25+71.92

SR 9 / ATLANTA HWY

E 2270029.1393

N 1501756.8685

STA.626+75.00

STRICKLAND RD


34'

35'

2'

4'

4'

11'

11'

=35'R

TULIP PLANTATION LLCSANDRA J. BENNETT TULIP PLANTATION LLC

BOBBY BAGLEY

REQ'D R/W

REQ'D R/W

010

013

014

INC

ANIL

012

3.1 SQ YD

RIPRAP

TYPE 1

MAT

CH LI

NE ST

A. 25+00

MAT

CH LI

NE ST

A. 29+50

SEE S

HEET 13-006

SEE S

HEET 13-004

DRAWING No.

25+00

26+00

27+00

28+00

29+00

PT 24+93.12

25+00

APPR

OXIMAT

E

LAND

LOT

LINE

755

756

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIS

T. R/W

EXIST. R/W

EXIS

T. R/W

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

AK-1

15" DPM

15" DPM

A

B

GRATE

OUT=1164.63TOP=1169.11

SWCB

24" DPC 24" DPP 24" DPP

OUT=1161.65IN=1161.83

TOP=1167.13DI

OUT=1162.72IN=1162.77

TOP=1168.68DI

OUT=1163.77IN=1163.79

TOP=1168.47DWCB

OUT=1164.05IN(B)=1163.97IN(A)=1164.07TOP=1168.32

JB

OUT=1164.28IN=1164.35TOP=1167.94CI

INV=

1165.92

18" DPM

INV=1164.94 1164.19INV=

006

-30.00'

+73.33

-56.47'

+17.56

-53.79'

+53.89

-43.67'

+75.15

80.00'

+50.00

65.00'

+50.00

70.00'

+00.00

85.00'

+25.00

LP

LP

LP

LP

RGM

RGM

RGM

RGM

RGM

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

MAT

CH LI

NE ST

A. 29+50

MAT

CH LI

NE ST

A. 34+00

SEE S

HEET 13-007

SEE S

HEET 13-005




NOTE 1:

+34.17

LCONST. C

6.00'LT

+56.96

END TAPER

SR 9 / ATLANTA HWY

22'

8'

8'

22'

6'

6'

24'

24'

VA

RIE

S

VA

RIE

S

=50'R

CURB & GUTTER

CONNECT EXTG

REMOVE EXTG FLUME.

CURB & GUTTER

RETAIN EXISTING

JAN B. COLEMAN

PLANTATION LLC

TULIPCAROLYN BENTLEY

BOBBY BAGLEY

REQ'D R/W

BEC ALPHARETTA LLC

014

KIM MELA JONG TRUSTOR

MK LIVING TRUST

015

30+00

31+00

32+00

33+00

34+00

34+00

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

AL-2

AL-3

AL-1

18"

AL-4 18"

18"

18" 18"AM-1

SEE NOTE 1

ESA BOUNDARY

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

AB

X

30" DPM

15" DPM

30" DPM

15" D

PC

36" DPM 72" DPM

72" DPM

18" DPM

18" DPM

18" D

PM

OUT=1159.37IN(B)=1159.46IN(A)=1159.50TOP=1163.65DI

OUT=1160.67IN=1160.70

TOP=1168.96DI

OUT=1161.12IN=1161.17

TOP=1168.61JB

OUT=1159.70IN=1159.88

TOP=1168.65DI

OUT=1161.52TOP=1165.62JB

INV=1159.35

OUT=1160.56IN=1160.49

TOP=1166.50SWCB

OUT=1160.87IN=1161.35

TOP=1166.94DWCB

OUT=1161.65IN=1161.83

TOP=1167.13DI

UNKNOWNTERMINUS

18" D

PM

18"

DP

M

OUT=1152.45IN=1152.50TOP=1156.90DI

OUT=1153.26TOP=1156.55DI

OUT=1160.85TOP=1164.71SWCB

1161.52

INV=

36" DPM

INV=1158.58

007

-30.00'

+74.91

53.00'

+00.00

42.00'

+00.00

42.00'

+90.00

46.50'

+90.00

65.00'

+90.0069.92'

+28.9246.50'

+35.00

85.00'

+25.00

46.50'

+10.0046.50'

+45.00

75.00'

+00.00

85.00'

+45.00

90.00'

+45.00

90.00'

+25.00

85.00'

+25.00

46.50'

+25.00

-56.59'

+50.00

-85.00'

+80.00

-65.00'

+58.88

-105.00'

+30.00

-90.00'

+00.77

-56.64'

+17.16

LP

LP

LP

EOI

EOI

56

5760

58

RGM

RGM

RGM

RGM

RGM

RGM

RGM

RGM

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

MAT

CH LI

NE ST

A. 34+00

MAT

CH LI

NE ST

A. 39+00

SEE S

HEET 13-008

SEE S

HEET 13-006




NOTE 1:

+30.00

LCONST. C SR 9 / ATLANTA HWY

ANCHORAGE

TYPE 1

STA.35+70.00

GUARDRAIL

END W-BEAM

CURB & GUTTER

RETAIN EXISTING

CURB & GUTTER

RETAIN EXISTING

42.68'LT

+44.49

CURB & GUTTER

BEGIN TAPER/

30.00'

+01.12

BEGIN TAPER

41.00'

+01.12

END TAPER

31.71'LT

+96.75

CURB & GUTTER

END TAPER/

16'

35'

24'

6'

6'6'

6'

24'

24'

VA

RIE

S

VA

RIE

S =35'R=30'R

42.31 RT

STA. 37+39.98

CONC. WALL

BEGIN SPCL. DESIGN

49.00 RT

STA. 39+86.12

CONC. WALL

END SPCL. DESIGN

CURB & GUTTER

CONNECT EXTG

REMOVE EXTG FLUME.

JAN B. COLEMAN

BEC ALPHARETTA LLCCAMBAR INVESTMENTS LLC

LU CHIH CHAUN & LU CHIN CHIAO

D2D ALPHARETTA SUMMIT LLC

REQ'D R/W

015

016

REQ'D R/W

REQ'D R/W

017

8.5 SQ YD

RIPRAP

TYPE 18.5 SQ YD

RIPRAP

TYPE 1

24.16 SQ YD

RIPRAP

TYPE 1

34+00

35+00

36+00

37+00

38+00

39+00

39+00

34+00

APPROXI

MATE

LAND LOT LINE

755

686

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

PIPE COLLAR

AM-2

AM-3

AR-5

AN-2 AN-3

AR-7

18"

18"

24"

AM-OT

18"

18"18"

AP-2

AP-OT

18"

AN-OT

18"

18"

PIPE COLLAR

CATCH BASIN

RETAIN EXTG

AN-4EX

SEE NOTE 1

ESA BOUNDARY

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

-100.00'

+80.59

-100.00'

+35.34

X X

OUT=1154.18TOP=1157.96DI

18"

DP

M

OUT=1153.24IN=1153.28TOP=1157.05DI

18" DPM

24" DPM

OUT=1152.69IN=1152.77

TOP=1156.65DI

008

41.00'

+76.12

30.00'

+45.12

60.00'

+15.12

75.11'

+75.37

75.73'

+30.76

57.32'

+91.06

30.00'

+92.94

-85.00'

+80.00

-85.00'

+70.00

-56.45'

+50.00

65.00'

+65.00

100.00'

+65.00

100.00'

+40.00

65.00'

+40.00

53.00'

+30.00

42.00'

+30.00

-80.00'

+37.89

-57.33'

+15.00

-56.87'

+55.01

-75.00'

+88.25

-80.00'

+83.14

LP

LP

LP

RGM

RGM

RGM

RGM

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

+63.00

+03.12 742+00

L

30.00'LT

+63.37

BEGIN TAPER

CONST. C

41.72'LT

+20.41

END TAPER

SR 9 / ATLANTA HWY

+54.58

-2.00

%

+54.58

-2.00

%

+25.88

-2.00

%

+25.88

0.00

%

+97.17

-2.00

%

+97.17

2.00

%

22'

34'

24'

2'

4'

4.00'LT

+61.76

END TAPER

24'

1'R

35'

24'

6'

6'

6'

6'

24'

35'

=15'R=30'R

49.00 RT

STA. 39+86.12

CONC. WALL

END SPCL. DESIGN

6.00' RT

+61.65

BEGIN TAPER

=20'R

=15'R

=35'R

LU CHIH CHAUN & LU CHIN CHIAO

FRANK J. & WANDA LOU VANEK

D2D ALPHARETTA SUMMIT LLC

REQ'D R/W

REQ'

D R/W

017

016

018

019

R/W

REQ'D

MHP LLC

FORSYTH

SOUTHLU CHIN CHIAO

LU CHIH CHAUN &

REQ'D R/WREQ'D R/W

23.6 SQ YD

RIPRAP

TYPE 1

MAT

CH LI

NE ST

A. 39+00

SEE S

HEET 13-009

SEE S

HEET 13-007

MAT

CH LI

NE ST

A. 43+00

39+00

40+00

41+00

42+00 P

C 43+06.68

43+00

39+00

EXIST. R/W

EXIST. R/W

EXIST. R/W

18"

18"

18"

AR-3

AR-2

AR-1

24"

18"

AR-OT

AR-6

AR-9

18"

18"

AR-11

18"

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

X

X

X

X

X

15" DPC

OUT=1156.54

IN=1156.56

TOP=1163.19DI

18" DPC

18" DPM

OUT=1159.87

TOP=1163.63

DI

1164.85INV=

INV=1163.39

1165.49INV=

009

RGM

RGM

RGM

RGM

RGM

RGM

RGM

-41.00'

+25.82

-41.00'

+05.71

41.00'

+91.35

-30.00'

+25.39

-30.00'

+90.58

-41.00'

+90.06

11.00'

+60.47

-10.60'

+85.37

13.64'

+68.32

-10.99'

+78.25

11.00'

+79.28

-8.55'

+00.00

8.54'

+00.00

80.00'

+80.00

53.00'

+90.00

80.00'

+30.0053.00'

+40.00 42.00'

+40.0042.00'

+12.15

-58.61'

+05.00

-65.00'

+60.00

-54.60'

+30.00

-80.00'

+15.00

-65.76'

+10.00

-85.00'

+70.00

-64.75'

+80.00

60.00'

+20.00

26.62'

+66.49

25.00'

+10.00

-25.00'

+10.00

-24.80'

+75.18

-22.01'

+80.00

21.06'

+65.00

-30.00'

+35.00

-21.63'

+35.0021.43'

+35.00

30.00'

+35.00

16.98'

+10.00

-20.00'

+90.0018.51'

+80.00

-70.29'

+95.40

LP

LP

LP

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

CURVE 3

CURVE 3

PI 844+28.80

844+00

PC 844+10.60

PT 844+47.00

946+00

947+00

PC 945+37.46

PT 945

+92.28

PI 945+65.04

843+00

+44.00

MA

RTIN

DR

WIN

DS

OR

LNL

93°53'40" 90°00'00"CONST. C

41.00'RT

+39.87

BEGIN TAPER

30.00'RT

+36.92

END TAPER

6.00'LT

+28.58

END TAPER

35'

45'

SR 9 / ATLANTA HWY

-2.00

%

2.00

%

R

+47.08

-3.40

%

+47.08

3.40

%

+71.75

-3.40

%

+71.75

3.40

%

+21.66

-2.00

%

+21.66

2.00

%

+92.95

-2.00

%

+92.95

0.00

%

+64.25

-2.00

%

+64.25

-2.00

%

=1'R

E 2271065.8223

N 1503510.4491

STA.946+00.00

WINDSOR LANE


E 2271033.0585

N 1503273.8627

STA.843+00.00

MARTIN DR

STA.43+43.06

SR 9 / ATLANTA HWY

E 2271158.3673

N 1503473.9352

STA.945+00.00

WINDSOR LANE

STA.45+79.44

SR 9 / ATLANTA HWY

E 2271137.4692

N 1503205.1356

STA.844+25.00

MARTIN DR

LIMIT OF CONSTRUCTION11'11'

2'

4'

4.00'RT

+29.06

BEGIN TAPER

30'

24'

35'

6'

6'

24'

6'

6'

35'

=45'R

=35'R

=35'R =35'R

11'11'

SOUTH FORSYTH MHP LLC

CHILDCARE MCFARLAND LLC

PARTNERS LPLIU INVESTMENT

ETAL C/O ERIC LIUAL-MULKI MAHAMMAD

REQ'D R/

W

REQ'D R/W

REQ'D R/W

019

020

023

021

SEE S

HEET 13-010

SEE S

HEET 13-008

MATC

H LI

NE ST

A. 43+00

43+00

MAT

CH LI

NE ST

A. 48+00

48+00

18"

AS-2

AS-3

AS-8

AS-7

AS-1

AS-6

AS-10

AR-8

AR-10

18"

18"

18"

18"

18"

18"

18"

18"

48""

44+00

45+00

46+00

47+00

48+00

PC 43+06.68

PI 44+60.07

48+00

43+00

PT 46+12.15

APPR

OXIMAT

E

LAND

LOT

LINE

APPR

OXIMAT

E

LAND

LOT

LINE

687

686

686

EXIST. R/WEXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/

WEXIST. R/

W

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

A

B

A

B

DEBRIS

OUT=1156.54

IN=1156.56

TOP=1163.19DI

OUT=1160.74TOP=1163.74DI

18" D

PC

12" D

PM

DP

M24"

18" DPM

OUT=1156.49IN=1157.05TOP=1164.97DWCB

OUT=1155.43IN(B)=1155.82IN(A)=1155.76TOP=1163.77DI

OUT=1154.88IN(B)=1155.91IN(A)=1155.09TOP=1165.07JB

1171.43SLCD

4

010

-41.00'

+00.89

-42.00'

+03.89

-41.00'

+04.90

-85.89'

+59.90

-90.22'

+59.89

-90.14'

+27.89

-64.75'

+80.00

42.00'

+20.00

60.00'

+20.00

60.00'

+40.00 42.00'

+40.00

65.00'

+00.00

70.00'

+08.32

-100.00'

+70.00-100.00'

+15.00

-65.01'

+00.00 -65.10'

+90.00

42.00'

+25.00

LP

LP

LP

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

RGM

RGM

+44.10

LCONST. C

30.00'RT

+26.15

BEGIN TAPER

SR 9 / ATLANTA HWY

32'

24'

35'

6'

6'

24'

6'

6'

35'

24'

6'

6'

35'

=60'R =45'R

HEALTH PROPERTIES INV INC

MCFARLAND GREENS LLC

LIU INVESTMENT PARTNERS LP

CHILDCARE MCFARLAND LLC

023

LIU INVESTMENT PARTNERS LP

ETAL C/O ERIC LIU

AL-MULKI MAHAMMAD

020

025

REQ'D R/W

021

022

024

MAT

CH LI

NE ST

A. 52+00

SEE S

HEET 13-011

SEE S

HEET 13-009

MAT

CH LI

NE ST

A. 48+00

48+00

49+00

50+00

51+00

52+00

48+00

687

686

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

18"

AS-4

AS-5

AS-9

18"

AS-11

AS-12EX

48"

48""

48""

-55.00'

+29.12

X

X

X

X

X

X

SILT FENCE

SIL

T F

EN

CE

18" DPM

18" DPM

18" DPM

18" D

PM

OUT=1154.36

TOP=1157.91DI

OUT=1153.86IN=1154.03TOP=1158.28DI

INV=114

4.8

0

OUT=1150.27IN=1150.22

TOP=1155.72CI

8"X12" ORIFICEINV=1147.45

BUILDING

WOOD

1 STORY

1159.49

ON HEADWALL

CHISELED X

BENCHMARK1005

SHED

METAL

CARWASH

BRICK

1 STORY

OUT=1146.24

IN=1151.56

TOP=1157.42DI

DP

M18"

18"DPC

OUT=1162.96

TOP=1166.65DI

OUT=1162.62

IN=1162.83

TOP=1166.72JB

OUT=1150.27IN=1150.22

TOP=1155.72CI

011

31.51'

+39.65

42.06'

+15.87

51.19'

+25.48

64.52'

+30.27

54.50'

+74.56

46.50'

+01.10

61.00'

+06.10

46.50'

+45.10

61.00'

+40.10

-33.79'

+41.86

-32.14'

+64.88

-60.88'

+89.28-61.43'

+16.27

54.63'

+00.2056.29'

+75.07

71.05'

+00.20

74.44'

+95.83

64.65'

+88.31

42.00'

+25.0055.00'

+47.49

65.00'

+52.53

85.00'

+62.63

53.00'

+25.00

65.00'

+10.00

85.00'

+10.00

65.00'

+13.57

85.00'

+13.26

85.00'

+46.60

80.00'

+46.60

57.00'

+00.00

-70.00'

+80.00

-55.00'

+80.00

-70.00'

+30.00

-55.00'

+30.00

SV68

LP

LP

LP LP

LP

LP

LP

LP

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

RGM

RGM

RGM

RGM

+03.50

+68.00

+23.10

LCONST. C

30.00'RT

+26.15

BEGIN TAPER

41.20'RT

+26.15

END TAPER

7.95'RT

+05.53

BEGIN TAPER

SR 9 / ATLANTA HWY

41.00'LT

+79.90

BEGIN TAPER

30.00'LT

+79.90

END TAPER

8.00'LT

+58.50

BEGIN LANE SHIFT

27'

4.98'LT

+04.86

END TAPER

24'

6.00'RT

+17.62

BEGIN LANE SHIFT

9.50'RT

+74.94

END LANE SHIFT

24'

35'

35'

6'

6'

24'

35'

8'

22'

33'

6'

6'

11.5'

=23'R=23'R

=10'R

=23'R =23'R

=5'R

=7.5'R

49.00 RT

STA. 52+98.78

CONC. WALL

BEGIN SPCL. DESIGN

54.50 RT

STA. 55+08.60

CONC. WALL

END SPCL. DESIGN

49.00 RT

STA. 55+98.78

CONC. WALL

BEGIN SPCL. DESIGN

=25'R

MCFARLAND GREENS LLC

COWAN ASSOCIATES LTD

ANAWES REALTY LLC

L & S HOLDINGS LLC

KATAREZYNA LAPINSKA

LIU INVESTMENT PROPERTIES

REQ'D R/W

& ASSOC LLC

OR W B MCCLANAHAN

TELECOMMUNICATIONS

BELLSOUTH

025

026

029

027

028

031

024

AT POLEOH TC CUT

MAT

CH LI

NE ST

A. 52+00

SEE S

HEET 13-010

SEE S

HEET 13-012

MAT

CH LI

NE ST

A. 56+00 52+00

53+00

54+00

55+00

56+00

686

687

682

683

APPR

OXIMAT

E

LAND

LOT

LINE

APPROXI

MATE

LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

18"

AT-1

AT-2

AU-2AU-1

18"

18"

AT-3EX

36"

A

B

X

X

X

X

X X

X

CHAIN

OF STRUCTURE

INVERT TO BOTTOM

INV=1139.06

TOP=1143.86

DI

OUT=1150.81TOP=1153.75

DWCB

18" DPM

18" DPM

18" D

PC

18" D

PM

18" D

PC

18" D

PM

UNKNOWNTERMINUS

OUT=1150.27IN=1150.22

TOP=1155.72CI

8"X12" ORIFICEINV=1147.45

8" DPCOUT=1147.56TOP=1150.04DI

COLUMN

BRICK

COLUMNS

BRICK

18" D

PM

18"

DP

M

18" DPM

18"

DP

M

OUT=1141.02

TOP=1144.43

DI

OUT=1152.79in=1152.88TOP=1157.71DI

18" DPCUNKNOWNTERMINUS

OUT=1150.27IN=1150.22

TOP=1155.72CI

OUT=1153.74TOP=1157.62

SWCB

OUT=1152.15TOP=1157.61

SWCB

OUT=1147.47IN=1147.98

TOP=1151.43CI/DI

OUT=1148.81IN(B)=1148.85

IN(A)=1151.51

TOP=1154.78CI

OUT=1153.70IN(A)=1154.12

TOP=1159.39SWCB

OUT=1148.09IN=1145.16TOP=1151.49CI

OUT=1146.97TOP=1150.33DI



OUT=1147.28IN=1147.48

TOP=1152.14JB

OUT=1149.51TOP=1153.18

SWCB

X

18" D

PM

18" DPM

1146.7

3IN

V=

ST

AT

UE

18" D

PC

OU

T=114

1.48

TOP=114

5.18

SW

CB

OU

T=113

4.0

5

IN(B)=

1136.6

6

IN(A)=

1135.9

0

TOP=114

2.9

6J

B

012

INSET A

INSET B

-11.50'

+08.63

-54.70'

+49.89

33.00'

+88.02

-40.89'

+10.56

-59.63'

+82.13

-2.78'

+61.22

-10.28'

+61.83

-2.73'

+74.81

-8.63'

+75.59

66.00'

+88.62

61.00'

+10.46

46.50'

+15.46

46.50'

+71.46

61.00'

+76.46

54.50'

+58.58

44.50'

+58.58

-33.00'

+48.99

31.06'

+41.40

-71.32'

+68.77

-80.78'

+56.81

-48.50'

+12.21

-50.50'

+62.67-61.29'

+82.16

2.00'

+85.29

7.91'

+84.56

10.00'

+01.91

65.61'

+46.59

44.50'

+07.15

82.29'

+53.63

108.15'

+64.56

52.50'

+07.15

47.00'

+11.76

-70.00'

+50.00

-50.46'

+35.00

80.00'

+85.8970.00'

+80.00

57.00'

+60.00

-44.53'

+09.32

-51.20'

+06.14

-55.00'

+04.34-52.88'

+35.00

-66.93'

+100.00-80.00'

+00.00

-90.00'

+25.00

-50.00'

+50.00

-50.00'

+70.00

-43.50'

+70.00

33.08'

+70.00

50.00'

+70.00

33.08'

+62.0040.00'

+62.00

-114.46'

+52.47

-70.00'

+00.00

-65.00'

+90.00

-60.50'

+15.00

-70.00'

+65.00

-85.00'

+65.00

44.69'

+35.46

47.02'

+10.00

46.99'

+90.00

70.00'

+00.00

55.00'

+90.00

-65.00'

+80.00

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

RGM

RGM

RGM

RGM

RGM

RGM

RGM

RGM

-36.84'

+24.97

-37.42'

+00.0034.12'

+00.00

-50.46'

+35.00

-50.00'

+70.00

MATCH LINE STA. 958+30

025

SAINTS PARTNERS LLC

028

SAINTS PARTNERS LLC

028 HOLDINGS-GA LLC

SAMS REAL ESTATE

025

HOLDINGS-GA LLC

SAMS REAL ESTATE

MATCH LINE STA. 961+81

MATCH LINE STA. 961+81 (SEE INSET A)

MATCH LINE STA. 958+30 (SEE INSET B)

MAT

CH LI

NE ST

A. 61+00

SEE S

HEET 13-013

MAT

CH LI

NE ST

A. 56+00

SEE S

HEET 13-011

959+00

960+00

961+00

+93.46

+02.07

L

45.16'LT

+80.19

END TAPER

88°04'37"

CONST. C

20'

SR 9 / ATLANTA HWY

20'

56'

35'

2'

20'

=1'R

E 2271600.0701

N 1504719.3842

STA. 961+60.00

MCFARLAND DR


MCF

AR

LA

ND

DR

McF

AR

LA

ND

PK

WY

E 2271725.5252

N 1504653.8589

960+18.46

MCFARLAND DR

MCFARLAND PARKWAY /

STA.58+88.59

SR 9 / ATLANTA HWY

2'

11.5'

2'

37.5'

24'

24'

43.5'

46'

41.5'

34.97'LT

+90.45

BEGIN TAPER

20'

34'34'

11.50'RT

+14.10

BEGIN LANE SHIFT

54'

35' 17.5'8'

3'R

27' 38.9'

27'2.8'28'

72" TRANS. POLE

ALLOW FILL AROUND

33'3'

=5'R

=7.5'R=2'R

=90'R

=21'R

=25'R

=90'R

=2'R

=4'R

=3'R

=2'R=48'R

=4'R

=2'R

=1'R

=2'R

=4'R

=2'R=90'R

=4'R

=73'R=2'R

=2'R

54.50 RT

STA. 56+78.96

CONC. WALL

END SPCL. DESIGN

54.50 RT

STA. 57+07.96

CONC. WALL

BEGIN SPCL. DESIGN

70.56 RT

STA. 58+06.65

CONC. WALL

END SPCL. DESIGN

85.01 RT

STA. 59+42.03

CONC. WALL

BEGIN SPCL. DESIGN

108.08 LT

STA. 59+38.22

CONC. WALL

BEGIN SPCL. DESIGN

58.50 LT

STA. 60+78.97

CONC. WALL

END SPCL. DESIGN

58.26 LT

STA. 61+25.48

CONC. WALL

BEGIN SPCL. DESIGN

=90'R

R10'

=22.5'R

15.50' LT

+08.59

END LANE SHIFT

W B MCCLANAHAN & ASSOC LLC

OR

TELECOMMUNICATIONS

BELLSOUTH

TMAK PROPERTIES LLC

SAINTS PARTNERS LLC

SAMS REAL ESTATE HOLDINGS-GA LLC

REQ'D R

/W

REQ'D R/W

REQ'D R/W

& ASSOC LLC

OR W B MCCLANAHAN

TELECOMMUNICATIONS

BELLSOUTH031

032

033

REQ'D R/W

PC 962+21.38

962+00

MCF

AR

LA

ND

DR

18"

AU-7EX

56+00

57+00

58+00

59+00

60+00

61+00

61+00

EXIST. R/W

EXIST. R/W

EXIST.

R/

W

EXIST. R/W

EXIST.

R/

W

EXIST. R/W

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

AU-3

AU-4

AX-3AX-2

AX-5

BA-2

BB-118"

18"

AX-1

AX-4

AU-5

BB-2 BB-3

18"

18"

18"

18"

18"

18"

18"

18"

18"

18"

18"

AX-6EX

BB-5EX

BB-6EX

BA-5EX

18"18"

958+00 EXISTING

MATCH

EXISTING

MATCH

E 2271919.1672

N 1504552.7197

STA. 958+00.00

MCFARLAND PARKWAY


McF

AR

LA

ND

PK

WY

-90.00'

+83.72

DI

BRICK COLUMN

BRICK COLUMNWITH SPEAKER (TYP.)

WITH SPEAKER (TYP.)

18" DPC

W/ FES

INV=1146.18

OF

A

BU

RIE

D JB

POSSIB

LE L

OC

ATIO

N

STAIRS

X

X

X

X

X

X

X

X

X

X

X

X

CHAIN

18"

DP

M

18"

DP

M

OUT=1142.12

IN=1142.14

TOP=1149.96

DI

OUT=1144.35

IN=1144.37

TOP=1152.19

JB

OU

T=114

0.3

9

TOP=114

4.2

1

DI

UNKNOWN

TERMINUS

DPM18"

BUILDING

BRICK

1 STORY

ME

TA

L1 S

TO

RY

BUILDING

VINYL w/CANOPY

1 STORY

BUILDING

BRICK/WOOD

1 STORY

OUT=1135.70

IN=1135.94

TOP=1140.88

YI

OUT=1144.74

IN=1144.79

TOP=1152.52

JB

OUT=1135.70

IN=1135.94

TOP=1140.88

YI

013

-85.00'

+40.00

-70.00'

+40.00

-55.00'

+10.00

-80.00'

+10.00-80.00'

+85.00

-45.14'

+80.00

70.00'

+20.00

80.00'

+20.00

80.22'

+85.0070.18'

+85.0058.50'

+40.00

70.00'

+48.46

86.10'

+59.92

-60.00'

+00.00-56.00'

+00.00

-70.00'

+70.00

55.00'

+60.00

65.00'

+60.00

58.50'

+75.00

65.00'

+75.00

-60.92'

+28.68-41.50'

+35.79

-41.50'

+93.37

-54.09'

+95.01

LPLP

LP

LP

LP

LP

LP

LP

RGM

-61.29'

+82.16

-61.49'

+22.15 -57.27'

+70.42

-49.90'

+41.61

-32.91'

+21.40

-39.91'

+04.59

-43.51'

+08.06

-48.76'

+61.21-61.84'

+75.06

-63.22'

+70.06

-65.15'

+66.91

-55.86'

+07.68

-75.73'

+98.56

-85.84'

+89.85

-37.06'

+46.78

47.00'

+11.76

54.00'

+24.48

53.61'

+86.0048.48'

+80.36

46.86'

+39.79

52.63'

+60.42

12.93'

+69.60

12.81'

+62.96

13.29'

+50.00

-71.14'

+06.15

-0.48'

+50.00

11.29'

+50.00

-10.26'

+50.00

MAINLINE PLAN

13-

NORCROSS, GA 30092


TRANSPORTATION

OF

DEPARTMENT

PRESTON WRIGHT

PRESTON WRIGHT

TMAK PROPERTIES LLC

JUDY N. GARNER

DON M. PARKINSON

DON M. P

ARKI

NSON

BAVARIA

N MOB

ILE

WORKS I

NC

MIDELVIA MACIAS

MIDE

LVIA M

ACIA

SMATLIN NISAN TRUSTEE

MATLIN FAMILY TRUST

SAINTS PARTNERS LLC

032

035

JUDY N. GARNER

033

034

REQ'D R/W

035

REQ'D R/W

TO POL

E 130

+02.07

+45.98

+89.06

LCONST. C

10.66'RT

+56.29

BEGIN TAPER

E 2271925.2913

N 1505069.7777

STA.63+50.00

SR 9 / ATLANTA HWY

CSSTP-0007-00(843)

END CONSTRUCTION

END PROJECT

SR 9 / ATLANTA HWY

+90.21

-2.00

%-2.00

%

+90.21

-2.00

%0.00

%

+61.51

+61.51

+32.80

+32.80

-2.00

%2.00

%

34'34'

47.28'LT

+69.65

BEGIN TAPER

34.06'LT

+69.38

END TAPER

28'

15.50'LT

+14.61

BEGIN LANE SHIFT

15.5'

7.5'

11.50'RT

+14.10

BEGIN LANE SHIFT

2'2'

14.81'RT

+62.91

LANE SHIFT

35'

2'

36'

10'R

=17.5'R

=10'R

=3.5'R

=25'R

=35'R

=1100'R

=5'R

54.71 RT

STA. 61+67.98

GDOT STD. 4948B


54.81 RT

STA. 62+40.00

GDOT STD. 4948B



55.51 RT

STA. 63+00.00

GDOT STD. 4948B



53.44 RT

STA. 63+57.18

GDOT STD. 4948B


52.74 RT

STA. 61+24.22

CONC. WALL

END SPCL. DESIGN

58.26 LT

STA. 61+25.48

CONC. WALL

BEGIN SPCL. DESIGN

44.83 RT

STA. 62+64.25

CONC. WALL

END SPCL. DESIGN

43.26 LT

STA. 63+05.69

CONC. WALL

BEGIN SPCL. DESIGN

42.27' LT

STA. 63+50.00

CONC. WALL

END SPCL. DESIGN

=22.5'R

=5'R

-2.48

%

+50.00

+50.00

-2.48

%

MAT

CH LI

NE ST

A. 61+00

SEE S

HEET 13-012

EXIS

T. R/W

EXIST. R/W

EXIST. R

/W

EXIST. R

/W

EXIST. R/W

EXIST. R/W

EXIST. R/

W

EXIST. R/W

EXIST. R/

W

EXIST. R/W

EXIST. R/

W

BA-318"

61+00

62+00

63+00

PC 63+56.57

61+00

CURVE 4

66+00

65+00

64+00

2/1/2016

USER:p0045897

GPLOT-V8




GPLN

STATE

GA

4/27/20122/8/2014

DRAWING No.



REVISION DATES

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




CSSTP-0007-00(843)


SCALE IN FEET

0 40 80

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