S E I R A F R P 0 FARIES PKWY 0 9 1 2 A T S E N I L H C T ......r \ f a r i e s) m a t c h l i n e s...

$Page 1: S E I R A F R P 0 FARIES PKWY 0 9 1 2 A T S E N I L H C T ......r \ f a r i e s) m a t c h l i n e s t a 2 1 3 + 2 5.0 0 (p r \ f a r i e s) ex row ex row ex row ex row ex row ex section$
=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6

0603202-Brush College\9

00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_09_Faries-0

3.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572

CONTRACT NO. XXXX(XXX)

MACON

COUNTYTOTAL

SHEETS

SHEET

NO.

FED. AID PROJECTILLINOIS

09-00933-01-BR

SECTION

RTE.

F.A.U.

TO STA.STA.SHEETSOFSHEETSCALE:

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS 7448

214 215+00 216

217

218

219

307

308

163 164

165+00 166

167

168

WV

GM

EM

R

R

R

R

R

R

R

R

R

EX ROW

1"=20' 219+00.00

SCALE IN FEET

0 20 40

7

MA

TC

H

LIN

E

ST

A 219

+00.0

0 (P

R \

FA

RIES)

MA

TC

H

LIN

E

ST

A 213

+25.0

0 (P

R \

FA

RIES)

213+25.00

EX ROW

EX ROW

MATCH LINE STA 306+50.00 (PR \ JUG)

PR ROW

EX SECTION LINE FARIES PKWY

9 20

EX NS RR TRACK

CO

NN

EC

TO

R

RD

JU

G

HA

ND

LE

-

-

-

242EXISTING DRAINAGE REMOVAL PLAN

FARIES PARKWAY

PR \ FARIES

PR \ JUG

EXISTING MANHOLE

EXISTING CATCH BASIN

EXISTING INLET

EXISTING DRAINAGE AND REMOVAL LEGEND

R

A

ADJ

REC

RF

DRAINAGE STRUCTURE TO BE ADJUSTED

MANHOLE AND INLET BE RECONSTRUCTED

FRAMES AND LIDS TO BE ADJUSTED

MANHOLE, CATCH BASIN AND INLET TO BE REMOVED

DRAINAGE STRUCTURE TO BE FILLED

TO MAINTAIN FLOW

STORM SEWER AND CULVERT REMOVAL

ABANDON AND FILL EXISTING STORM SEWER

(TELEVISE BEFORE FILLING)

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_10_Faries-0

4.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




219

220+00

221

222

223

224

408

409

410

+00

169

170+00

171

172

173

174

WV

WV

WV

GM

EM

WM

VP

EM

VP

R

R

R

R

R

R

RF

R

R

R

R

R

EX ROW

1"=20' 224+75.00

SCALE IN FEET

0 20 40

7

MA

TC

H

LIN

E

ST

A 219

+00.0

0 (P

R \

FA

RIES)

219+00.00

PR ROW

FARIES PARKWAY

EX SECTION LINE

PR ROW

EX ROW

MA

TC

H

LIN

E

ST

A 224

+75.0

0 (P

R \

FA

RIES)

EX ROW

EX SECTION LINE

PR TEMP EASEMENT

MATCH LINE STA 407+75.00 (PR \ JAMES)

10 20

N J

AM

ES

ST

RE

ET

PR TEMP EASEMENT

ADM BUILDINGS

WALSTON PROPERTY

-

-

-


FARIES PARKWAY

PR \ FARIES

PR \ JAMES

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_11_Faries-0

5.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




225+00 226 227 228 229 230+00

175+00 176 177 178

179

180+00WV

R

R

R

R R

R R R

R

R

R

R

1"=20' 230+50.00

SCALE IN FEET

0 20 40

7

224+75.00

EX ROW

EX ROW

PR ROW

FARIES PARKWAYEX SECTION LINE

EX ROW

MA

TC

H

LIN

E

ST

A 224

+75.0

0 (P

R \

FA

RIES)

MA

TC

H

LIN

E

ST

A 230

+50.0

0 (P

R \

FA

RIES)

PR TEMP EASEMENT

11 20

ADM PROPERTY

-

-

-

244

REMOVE EXISTING HEADWALL

EXISTING DRAINAGE REMOVAL PLAN

FARIES PARKWAY

PR \ FARIES

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_12_Faries-0

6.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




231 232 233 234 235+00 236

180+00

181 182 183 184

185+00WV

WV WV

R

R

R

R

RR

R

R

R

R

1"=20'

SCALE IN FEET

0 20 40

7

230+50.00

EX ROW

EX ROW

PR ROW

FARIES PARKWAY

EX SECTION LINE

EX ROW

MA

TC

H

LIN

E

ST

A 230

+50.0

0 (P

R \

FA

RIES)

PR TEMP EASEMENT

STA 235+41.47

PR \ FARIES

END PROJECT LIMIT

12 20

ADM PROPERTY

-

-

-


FARIES PARKWAY

PR \ FARIES

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_13_Ju

g-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




302

303

304

305+00

306

600+

00

601

EM

GM

EM

EM

SCALE IN FEET

0 20 40

7

1"=20'

MAT

CH LIN

E ST

A 301+

75.0

0 (P

R \ JU

G)

MAT

CH LIN

E ST

A 306+50.0

0 (P

R \ JU

G)

MAT

CH LI

NE ST

A 60

1+50.0

0 (

PR \

LOGAN)

PR ROW

EX ROW

EX ROW

301+75.00 306+50.0013 20

E L

OG

AN ST

JUG HANDLE CONNECTOR RD

246

-

-

-EXISTING DRAINAGE REMOVAL PLAN

JUG HANDLE CONNECTOR ROAD

PR \ JUG

PR \ LOGAN

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




SCALE IN FEET

0 20 40

7

1"=20'

MA

TC

H

LIN

E

ST

A 601+50.0

0 (P

R \

LO

GA

N)

MA

TC

H

LIN

E

ST

A 607

+50.0

0 (P

R \

LO

GA

N)

601+50.00 607+50.00

EX ROW

PR ROW

EX ROW

14 20

EAST LOGAN STREET

247

-

-

-

EXISTING DRAINAGE REMOVAL PLAN

EAST LOGAN STREET

REMOVE FENCE

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_14_Logan-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




602 603 604 605+00 606 607

GM

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




PR \ LOGAN

SCALE IN FEET

0 20 40

7

1"=20'

MATCH LINE STA 607+50.00 (PR \ LOGAN)

MA

TC

H

LIN

E

ST

A 407

+75.0

0 (P

R \ J

AM

ES)

407+75.00

PR ROW

PR ROW

EX ROW

EX ROW

EX ROW

EX ROW

607+50.00

STA 404+28.00

PR \ JAMES

BEGIN PROJECT LIMIT

STA 609+91.64

PR \ LOGAN

END PROJECT LIMIT

PR ROW

15 20

EA

ST

LO

GA

N

ST

RE

ET

NORTH JAMES STREET

248

-

-


NORTH JAMES STREET

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_15_Ja

mes-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




403

404 405+00 406 407

608

609

GV

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




PR \ LOGAN

PR \ JAMES

SCALE IN FEET

0 20 40

7

1"=20'

MA

TC

H

LIN

E

ST

A 804

+50.0

0 (P

R \

E

HA

RRIS

ON)

800+00.00 804+50.00

EX ROW

PR ROW

PR ROW

EX ROW

STA 800+00.00

PR \ E HARRISON

BEGIN PROJECT LIMIT

16 20

5'

ST

RIP

FO

R

MU

NICIP

AL I

MP

RO

VE

ME

NT

S

E

HA

RRIS

ON

AV

EN

UE

E HARRISON AVENUE (WEST LEG)

249

-

-

- EXISTING DRAINAGE REMOVAL PLAN


PROTECT EXISTING PIPE

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_16_

W Harris

on-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




800+00 801 802 803 804

EM

GM

GM

EM

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




PR \ E HARRISON (WEST)

SCALE IN FEET

0 20 40

7

1"=20'

MATCH LINE STA 804+50.00 (PR \ E HARRISON)

MA

TC

H

LIN

E

ST

A 808

+00.0

0 (P

R \

E

HA

RRIS

ON)

804+50.00 808+00.00

PR ROW

PR ROW

17 20


250

-

-

- EXISTING DRAINAGE REMOVAL PLAN


=

PLOT SCALE =

=6/17/2020

gjamesonUSER NAME

40.0005 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_17_

W Harris

on-0

2.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




805+

00

806

807

808

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




PR \ E HARRISON (WEST)

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_18_E Harris

on-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




701 702 703 704 705+00 1001 1002 1003 1004

WV

WV

WV

WV

A

R

SCALE IN FEET

0 20 40

7

1"=20'

MA

TC

H

LIN

E

ST

A 701+00.0

0 (P

R \

E

HA

RRIS

ON)

701+00.00

EX ROW

EX ROW

PR TEMP EASEMENT

EX EASEMENT

2018

SE

E

SH

EE

T 68

PEPSI PROPERTY

E HARRISON AVE (EAST LEG)

MA

TC

H

LIN

E

ST

A 705

+00.0

0 (P

R \

E

HA

RRIS

ON)

705+00.00

251

-

-


E HARRISON AVENUE (EAST LEG)

PR \ E HARRISON (EAST)

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_19_E Harris

on-0

2.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




904

705+00 706 707 708 709 710+00 1005+00 1006 1007 1008

WV

R

R

SCALE IN FEET

0 20 40

7

1"=20'

MA

TC

H

LIN

E

ST

A 705

+00.0

0 (P

R \

E

HA

RRIS

ON)

705+00.00

EX ROW

EX ROW

EX EASEMENT

2019

SE

E

SH

EE

T 68

E HARRISON AVE (EAST LEG)

710+00.00

252

-

-


E HARRISON AVENUE (EAST LEG)

PR \ E HARRISON (EAST)

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW




SCALE IN FEET

0 20 40

7

CEMETERY ACCESS ROAD

1"=20' 900+00.00 904+52.12

EX EASEMENT

PR ROW

PR ROW

2020

STA 900+00.00

PR \ CEMETERY ACCESS

BEGIN PROJECT LIMIT

STA 904+52.12


END PROJECT LIMIT

E

HA

RRIS

ON

AV

EN

UE

253

-

-


CEMETERY ACCESS ROAD

39.79' LT

STA 902+84.70

END PIPE REMOVAL

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_E

X_

Drain

age_Road

way_20_Ce

metery-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




900+00 901 902 903 904

706

707

708

1005

+00

1006

1007

1008

GM

R

EXISTING MANHOLE


EXISTING INLET


R

A

ADJ

REC

RF






TO MAINTAIN FLOW





=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_01_Brush-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




SCALE IN FEET

0 20 40

7

1"=20'

MA

TC

H

LIN

E

ST

A 52

+00.0

0 (P

R \

BR

US

H)

52+00.00

BRUSH COLLEGE RD

EX ROW

PR ROW

EX SECTION LINE

EX \ BRUSH

STA 46+59.44

PR \ BRUSH

BEGIN PROJECT LIMIT

1 20

EX IC RR TRACK

EX ROW

PR RETAINING WALL

PR RETAINING WALL

254

-

-

-PROPOSED DRAINAGE PLAN

BRUSH COLLEGE ROAD

2036 2037 2038 2039 2040+00 2041 47 48

49

50+00

51

52

EM

47 48

49

50+00

51

52

N-1

01

O

N-1

01

N-1

00

N-1

02

AN-1

02

N-1

03

SS-101-101o

SS-1

00-1

01

SS-102A-101

SS-1

02-1

02

A

SS-1

03-1

02

A

SS-105A-102APR \ BRUSH

PROPOSED DRAINAGE LEGEND

EXISTING MANHOLE


EXISTING INLET

PROPOSED DRAINAGE STRUCTURE TYPE 4

PROPOSED MANHOLE

PROPOSED CATCH BASIN

PROPOSED INLET

PROPOSED STORM SEWER

TEMP. SOIL RETENTION SYSTEM

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_02_Brush-0

2.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




2042 2043 2044 2045+00

2046

2047

300+

00

301

52 53 54 55+00 56 57

500+

00

501

WV

WW

V

EM

GM

WV

EM

WV

WV

WV

EM

WV

300+

00

301

52 53 54 55+00 56 57

N-1

05

AN-1

04

N-1

05

N-W

2164

N-1

04

A

SS-1

04-1

05

A

SS-1

05-1

05

A

SS-W

2164-105A

SS-1

04a-1

04

N-1

06

N-1

07

N-3

00

N-1

08

N-1

10

N-1

09

SS-1

06-3

08

SS-1

07-1

06

SS-1

08-3

00

SS-1

10-3

00

SS-1

09-1

08

SS-111-110

SCALE IN FEET

0 20 40

7

1"=20'

MA

TC

H

LIN

E

ST

A 52

+00.0

0 (P

R \

BR

US

H)

57+75.00

BRUSH COLLEGE RD

EX ROW

PR ROW

EX \ BRUSH

MA

TC

H

LIN

E

ST

A 57

+75.0

0 (P

R \

BR

US

H)

MATCH LI

NE STA

301+

75.0

0 (P

R \

JUG)

EX ROW

EX ROWEX ROW

EX ROW

JU

GH

AN

DL

E

CO

NN

EC

TO

R

52+00.00

PR RETAINING WALL

EX SECTION LINE

2 20

PR RETAINING WALL

EX IC RR TRACK

OLIV

E

ST

SUBSTATION

AMEREN ELECTRIC

BUILDING

255

-

-


BRUSH COLLEGE ROAD

PR \ BRUSH

PR \ JUG

PR \ CUL


EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_03_Brush-0

3.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




209

210

+00

211

212

2048 2049 2050+00 2051

159

160

+00

161

58

59

60+00

61 62

GM

WV

WV

WV

WV

WV

VP

EM

VP

58

59

60+00

61 62

209

210

+00

211

212

N-2

11

N-2

03

N-2

02

A

N-2

02

B

N-1

11

N-1

12

N-1

13

SS-2

11-2

12

SS-2

03-2

04

SS-2

02

A-2

03

SS-2

02-2

02

A

SS-202B-202A

SS-112-111

SS-1

13-1

12

SCALE IN FEET

0 20 40

7

1"=20' 62+50.00

EX ROW

PR ROW

EX \ BRUSH

MA

TC

H

LIN

E

ST

A 57

+75.0

0 (P

R \

BR

US

H)

57+75.00

MA

TC

H

LIN

E

ST

A 62

+50.0

0 (P

R \

BR

US

H)

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW

FA

RIES

PA

RK

WA

Y

PR STRUCTURE

EX SECTION LINE

PR RETAINING WALL

3 20

EX IC RR TRACK

TRACK

EX NS RR

ADM PROPERTY

256

-

-


BRUSH COLLEGE ROAD

PR \ BRUSH

FARIES

PR \


EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_04_Brush-0

4.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




500

+00

501 502 2052 2053 2054

2055+00

2056

2057

63 64 65+00

66

67

68

WV

EM

EM

WV

EM

WV

63 64 65+00

66

67

68

N-1

75

SS-175-174

N-1

64

N-1

62

AN-1

62

N-1

63

N-1

66

A

N-1

65

AN-1

65

N-1

66

SS-164-160A

SS-162A-164

SS-1

62-1

62

A

SS-1

63-1

62

A

SS-166A-162A

SS-165A-166A

SS-1

65-1

65

A

SS-1

66-1

65

A


EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



SCALE IN FEET

0 20 40

7

1"=20' 68+00.00

PR ROW

EX \ BRUSH

62+50.00

MA

TC

H

LIN

E

ST

A 62

+50.0

0 (P

R \

BR

US

H)

EX ROW

EX SECTION LINE

MA

TC

H

LIN

E

ST

A 68

+00.0

0 (P

R \

BR

US

H)

BRUSH COLLEGE RD

EX ROW

EX ROW

PR RETAINING WALL

EX EASEMENT

EX EASEMENT

EX EASEMENT

PR TEMP EASEMENT

PR TEMP EASEMENT

PR TEMP EASEMENT

EX EASEMENT

PR PERM EASEMENTPR RETAINING WALL

PR ROW

4 20

EX IC RR TRACK

CEMETERY

BUILDING

PEPSI

ADM PROPERTY

257

-

-


BRUSH COLLEGE ROAD

3'-

7"

10'

DETAIL "A"

2'-0"

PROPOSED DITCH

2:1 2:1

PR \ BRUSH


PR IC RR TRACK

PROPOSED DITCH (SEE DETAIL "A")

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_05_Brush-0

5.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




808

809

810

+00

2058 2059 2060+00 2061 2062 700

+00

701

1000

+00

68 69 70+00 71 72 73

VP

VP

GM

WV

WV

WV

GV

WV

700

+00

701

808

809

810

+00

68 69 70+00 71 72 73

N-1

58

A

N-1

56

N-1

58 N-E

X-1

56

N-1

57

SS-156-EX416

SS-1

58-1

56

SS-EX156-156

SS-157-158

N-1

58

BN-1

59

N-1

53

N-1

71

N-1

55

N-1

70

N-1

72

N-1

73

N-1

54

N-8

05

N-1

74

N-8

04

SS-1

59-1

58

B

SS-153-159

SS-1

71-1

59

SS-152-153

SS-1

55-1

53

SS-170-171

SS-1

72-1

71

SS-173-171

SS-154-155SS-168-170

SS-8

05-1

70

SS-174-173

SS-8

04-8

05

SS-8

02-8

04

N-7

00

N-7

01

N-1

60

AN-1

60

N-1

61

SS-7

00-7

02

SS-701-700

SS-1

60

A-7

00

SS-1

60-1

60

A

SS-1

61-1

60

A

SS-164-160A

SCALE IN FEET

0 20 40

7

1"=20' 73+50.00

PR ROW

EX \ BRUSH

68+00.00

EX ROW

EX SECTION LINE

MA

TC

H

LIN

E

ST

A 68

+00.0

0 (P

R \

BR

US

H)

BRUSH COLLEGE RD

EX ROW

EX EASEMENT

PR TEMP EASEMENT

EX EASEMENT

PR PERM EASEMENT

MA

TC

H

LIN

E

ST

A 73

+50.0

0 (P

R \

BR

US

H)

PR ROW

EX ROW

EX EASEMENT

PR ROW

PR ROW



PR RETAINING WALL

5 20

EX IC RR TRACK

ADM BUILDING

E

HA

RRIS

ON

AV

E (W

ES

T

LE

G)

(EA

ST

LE

G)

E

HA

RRIS

ON

AV

E

258

-

-


BRUSH COLLEGE ROAD

7'10'

10'

7.0'

10'

10'

PR \ BRUSH

E HARRISON

PR \

HARRISON

PR \ E

PR IC RR TRACK


EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_06_Brush-0

6.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




2063 2064 2065+00 2066 2067 2068 74 75+00 76 77 78 79

VP

VP

WV

WV

WV

WVW

V

74 75+00 76 77 78 79

N-1

52

N-1

51

N-1

68

N-1

50

N-1

67

N-1

69

N-1

67

A

SS-151-152

SS-168-170SS-150-151

SS-167-168

SS-1

69-1

68

SS-1

67

A-1

67

SCALE IN FEET

0 20 40

7

1"=20'

EX \ BRUSH

73+50.00

EX SECTION LINEBRUSH COLLEGE RD

PR TEMP EASEMENT

MA

TC

H

LIN

E

ST

A 73

+50.0

0 (P

R \

BR

US

H)

EX ROW

EX ROW

EX ROW

PR PERM EASEMENT

STA 76+25.97

PR \ BRUSH

END PROJECT LIMIT

6 20

-

-

-

259PROPOSED DRAINAGE PLAN

BRUSH COLLEGE ROAD

4'

10'

5'

PR IC RR TRACK

PR \ BRUSH


EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_07_Faries-0

1.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




203 204 205+00 206 207 208

153 154 155+00 156 157

GV

VP

GV

GV

WV

203 204 205+00 206 207 208N-W2257

SS-W

2257-2

00

N-201

N-W2277

N-200AN-200

N-W2262

SS-201-202

SS-W

2277-2

02

SS-200A-201SS-200-200A

SS-W

2262-2

00

A

MA

TC

H

LIN

E

ST

A 208

+00.0

0 (P

R \

FA

RIES)

1"=20' 208+00.00

FARIES PARKWAY

SCALE IN FEET

0 20 40

7

EX ROW

EX ROW

PR TEMP EASEMENT

EX SECTION LINE

7 20

EX NS RR TRACK

ADM PROPERTY

260

-

-


FARIES PARKWAY

DETAIL "A"

PROPOSED DITCH

2:1 2:1

2'-0"

PR \ FARIES



EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

40.0000 ' / in.

=

PLOT DATEFIL

E N

AM

E:

pw:\\a

eco

m-n

a-p

w.b

entley.c

om:A

EC

OM

_D

S16_

NA\D

ocu

ments\6


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\D

rain

age\6

0603202_S

HT_

Drain

age_Road

way_08_Faries-0

2.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.




208 209 210+00 211 212 213

2050

+00

2051

2052

158 159 160+00 161

162

60+

00

61

62

WV

WV

WV

WV

WV

VP

EM EM

VP

60+

00

61

62

208 209 210+00 211 212 213

N-212

N-211

N-204

N-203N-202AN-202

N-202B

SS-211-212

SS-203-204

SS-202A-203SS-202-202A

SS-2

02

B-2

02

A

SS-201-202

SS-W

2277-2

02

1"=20' 213+25.00

SCALE IN FEET

0 20 40

7

EX ROW

EX ROW

208+00.00

MA

TC

H

LIN

E

ST

A 208

+00.0

0 (P

R \

FA

RIES)

MA

TC

H

LIN

E

ST

A 213

+25.0

0 (P

R \

FA

RIES)

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW EX SECTION LINE

EX SECTION LINE

EX ROW

PR ROW

EASEMENT

PR TEMP

BR

US

H

CO

LL

EG

E

RD

FARIES PKWY

FARIES PKWY

8 20

PR STRUCTURE

---

---

---

STA 60+42.10

CL, SOUTH ABUTMENTADM PROPERTY

CEMETERY

261PROPOSED DRAINAGE PLAN

FARIES PARKWAY

DETAIL "A"

PROPOSED DITCH

2:1 2:1

2'-0"

PR \ FARIES

BRUSH

PR \

BRUSH

EX \

EX IC RR TRACK

EX NS RR TRACK



EXISTING MANHOLE


EXISTING INLET


PROPOSED MANHOLE


PROPOSED INLET



Date post:	24-Jul-2020
Category:	Documents
Upload:	others
View:	0 times
Download:	0 times

S E I R A F R P 0 FARIES PKWY 0 9 1 2 A T S E N I L H C T ......r \ f a r i e s) m a t c h l i n e s...

Documents