TCETCE

TCETCE

TCE

TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCE TCE

TCE

TCE TCE TCE TCE TCE TCE

TCE TCE TCE TCE TCE

T

C

E

TCE TCE TCE TCE TCE TCE TCE TCE TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

Draw

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eeting Exhibit Role Plot.dw

g Layout N

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e: Roll Plot 1 Plotted By: AAP01686 Plotted on: 10/29/2020 1:14:36 PM

Last edit on: 10/29/2020 1:11 PM

by: AAP01686

SHEET 1 OF 2

FEDERAL AID PROJECT NO. STP-5410(631)

ALL FEATURES SHALL BE CONSIDERED

TO NOT BE DISTURBED UNLESS

OTHERWISE NOTED ON DISPLAY00 20' 40'

SCALE: 1" = 20'

CED

ARFIELD

D

R

STA: 1+10.00, 6.00 RT TO STA: 1+76.35, 9.92 RT

CONSTRUCT 70 L.F. OF 8" TYPE S CURB

H

I

G

H

W

A

Y

N

M

O

T

H

E

R

H

E

A

D

R

D

5

T

H

S

T

EXIST. R/WEXIST. R/W

HIGHWAY N

6' TEMP. CONST. ESMT.6' TEMP. CONST. ESMT.

CONST. LIMITS

CONST. LIMITS

PERM. UTIL. ESMT.

I-1

STA: 4+69.49, 21.41 RT

CONSTRUCT 4' x 2' TYPE # INLET

INSTALL 18 L.F. OF 18" RCP (NE)

CONSTRUCT CONCRETE ADA RAMP (184 S.F.)

INSTALL TRUNCATED DOMES (14 S.F.)

REMOVE EX. TREE

CONSTRUCT 6" CONCRETE

PAVEMENT WITH INTEGRAL CURB

(SUBSIDIARY) AS SHOWN (42 S.F.)

MH-1

STA: 4+77.52, 3.52 RT

CONSTRUCT 4' DIA. SHALLOW MANHOLE WITH

ECCENTRIC FLAT TOP, CONNECT TO EXISTING PIPES

ADJUST EX. MANHOLE

TO PROPOSED GRADE

18.00

CONSTRUCT CURB AND

GUTTER AS SHOWN

(MATCH EXISTING)

6.00

ADJUST EX. MANHOLE

TO PROPOSED GRADE

STA: 0+66.44

BEGIN MILL & OVERLAY

STA: 6+24.00, 8.00' RT.

CONSTRUCT TYPE 1 SPECIAL COMMERCIAL

CONCRETE ENTRANCE (46.4 S.Y.)

EXIST. R/W

6' TEMP. CONST. ESMT.

3' TEMP. CONST. ESMT.

1' TEMP. CONST. ESMT.

29.00

STA: 5+25.31, 13.00' RT.

CONSTRUCT TYPE 1 COMMERCIAL

CONCRETE ENTRANCE (126.2 S.Y.)

62.66

ADJUST EX. MANHOLE

TO PROPOSED GRADE

ADJUST EX. MANHOLE

TO PROPOSED GRADE

ADJUST EX. MANHOLE

TO PROPOSED GRADE

STA: 9+78.48, 17.46' RT.

CONSTRUCT RESIDENTIAL

CONCRETE ENTRANCE (76.7 S.Y.)

24.00

STA: 8+51.00, 10.33' RT.

CONSTRUCT TYPE 1 SPECIAL COMMERCIAL

CONCRETE ENTRANCE (47.0 S.Y.)

6' TEMP. CONST. ESMT.

8.00

STA: 9+81.54, 6.00 RT TO

STA: 10+80.54, 6.00 RT

CONSTRUCT 99 L.F. OF 8"

TYPE S CURB

RELOCATE MAILBOX TO

BACK OF SIDEWALK

8.00

8.00

8.0010.00

12.008.007.00

7.00

CONST. LIMITS

6.00

REMOVE EXCESS ASPHALT

AS SHOWN (4 S.Y.)

REMOVE EXCESS ASPHALT

AS SHOWN (2 S.Y.)

5.00

1

OWNERS: COTTLEVILLE COMMUNITY FIRE PROTECTION DISTRICT

ADDRESS: 1385 MOTHERHEAD RD

2

OWNERS: COTTLEVILLE COMMUNITY FIRE PROTECTION DISTRICT

ADDRESS: 1385 MOTHERHEAD RD

3

OWNERS: AIELLO GROUP LLC

ADDRESS: 5286 HWY N

4

OWNERS: HAMPSHIRE; JOHN G. & SHARON A.

ADDRESS: 5280 HWY N

EXIST. R/W

4' TEMP. CONST. ESMT.

CONST. LIMITS

ADJUST EX. WATER

METER VALVE BOX

STA: 10+80.54

END TYPE S CURB

5

OWNERS: SHARON A. HAMPSHIRE

ADDRESS: 5248 HWY N

3' TEMP. CONST. ESMT.

CONST. LIMITS

5' TEMP. CONST. ESMT.

8

5

OWNERS: SHARON A. HAMPSHIRE

ADDRESS: 5248 HWY N

CO

TTLEVILLE CAM

PU

S

6

OWNERS: LLOYD L. POTTS, STEVEN A. MULLEN AND MICHAEL W. WOOLDRIDGE,

TRUSTEES OF THE TIMBERWOOD TRAILS SUBDIVISION

ADDRESS: HWY N

7

OWNERS: ARMY LLC

ADDRESS: 5230 HWY N

EXIST. 10' UTILITY ESMT.

8

OWNERS: HARRY ANTHONY & KIMBERLY ANN DIAZ

ADDRESS: 469 MASON RIDGE DR

HIGHWAY N

3' TEMP. CONST. ESMT.

16' TEMP. CONST. ESMT.

EXIST. R/W

4' TEMP. CONST. ESMT.

CONSTRUCT CONCRETE ADA RAMP WITH

INTEGRAL CURB (SUBSIDIARY) (176 S.F.)

INSTALL TRUNCATED DOMES (12 S.F.)

STA: 15+16.53, 11.00' RT.

CONSTRUCT RESIDENTIAL

CONCRETE ENTRANCE (31.3 S.Y.)

CONSTRUCT BITUMINOUS

CONCRETE PAVEMENT (7.9 S.Y.)

STA: 18+65.20, 21.41' RT.

CONSTRUCT TYPE 1 SPECIAL

COMMERCIAL CONCRETE ENTRANCE

(75.5 S.Y.)

CONSTRUCT BITUMINOUS CONCRETE

PAVEMENT (30.1 S.Y.)

PROPOSED RIGHT OF WAY

36.0

3

7.00

PROPOSED RIGHT OF WAY

13.00

10

6

17.33

CONST. LIMITS

CONST. LIMITS

ADJUST EX. GAS

VALVE BOX

6

8

8 6

6.00

INLET WILL REMAIN IN

PLACE, CONTRACTOR TO

REMOVE LIFT WIRE RINGS

6

MASO

N RID

GE RD

EXIST. 10' UTILITY ESMT.

EXIST. 7.5' U

TILITY ESM

T.

EXIST. R/W

EXIST. R/W

9

OWNERS: MOELLER; JOHN J. & MARJORIE M.

ADDRESS: 464 MASON RIDGE DR

EXIST. 7.5' U

TILITY ESM

T.

10

OWNERS: SCOTT JOHN STRUCKHOFF

ADDRESS: 303 BRISTLECONE CT N

HIGHWAY N

E

X

I

S

T

.

U

T

I

L

I

T

Y

E

S

M

T

.

CONSTRUCT CONCRETE ADA RAMP (73 S.F.)

INSTALL TRUNCATED DOMES (21 S.F.)

CONSTRUCT CONCRETE ADA RAMP (90 S.F.)

INSTALL TRUNCATED DOMES (25 S.F.)

20

CONST. LIMITS

ADJUST EX. HANDHOLE

BY OTHERS

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

8

6.00

CONSTRUCT 8" CONCRETE

PAVEMENT AS SHOWN (18 S.Y.)

CONSTRUCT 8" CONCRETE

PAVEMENT AS SHOWN (16 S.Y.)

10' EASEMENT UTILITY EASEMENT PER

PLAT BOOK 21 PAGE 23

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REPLACE CURB 10' ON

EACH SIDE OF INLET

INSTALL 20 LF MODIFIED

GUTTER WITH STEEL PLATE

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REPLACE CURB 10' ON

EACH SIDE OF INLET

11

OWNERS: FELTS; JAMES MARK & PATRICIA S.

ADDRESS: 302 BRISTLECONE CT N

16' TEMP. CONST. ESMT.

P

L

P

L

PL

P

L

P

L

P

L

P

L

P

L

PL

P

L

5.00

2.00

5.00

2.00

6.00

6.00

5.00

2.00

5.00

2.00

6.00

LEGEND

PROPOSED CONCRETE SIDEWALK

PROPOSED CONCRETE DRIVEWAY

PROPOSED TRUNCATED DOME

PROPOSED MILL & OVERLAY

PROPOSED CURB & GUTTER

PROPOSED ADA RAMP

PROPOSED BITUMINOUS CONCRETE PAVEMENT

EXISTING RIGHT OF WAY & EASEMENTS

PROPOSED TEMPORARY CONSTRUCTION EASEMENT

PROPOSED PERMANENT RIGHT OF WAY

PROPOSED CONSTRUCTION LIMITS

REPLACE AND

RELOCATE SIGN

REPLACE SIGNS

REPLACE SIGN

REPLACE SIGN

REPLACE SIGNS

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

TCETCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

TCE

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

Draw

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data\topeka01\aap01686@

bartw

est.com

\dm

s72002\Public M

eeting Exhibit Role Plot.dw

g Layout N

am

e: Roll Plot 2 Plotted By: AAP01686 Plotted on: 10/29/2020 1:14:45 PM

Last edit on: 10/29/2020 1:11 PM

by: AAP01686

SHEET 2 OF 2

FEDERAL AID PROJECT NO. STP-5410(631)

ALL FEATURES SHALL BE CONSIDERED

TO NOT BE DISTURBED UNLESS

OTHERWISE NOTED ON DISPLAY

S

P

A

R

T

A

N

D

R

V

A

L

L

I

L

N

12

OWNERS: ADELMANN; ELISSA M. & ROBERT C.

ADDRESS: 203 COPPERWOOD TRL

13

OWNERS: HARLOW; TWAYNE. M. & AMANDA L.

ADDRESS: 200 COPPERWOOD TRL

14

OWNERS: SLONE; THOMAS H. & JULIE A.

ADDRESS: 204 COPPERWOOD TRL

P

L

P

L

P

L

P

L

EXIST. R/W

EXIST. R/W

EXIST. 10' UTILITY ESMT.EXIST. 10' UTILITY ESMT.

EXIST. 10' UTILITY ESMT.

EX

IST

. 7.5' U

T

ILIT

Y

ESM

T

.

EX

IST

. 7.5' U

T

ILIT

Y

ESM

T

.

E

X

I

S

T

.

7

.

5

'

U

T

I

L

I

T

Y

E

S

M

T

.

E

X

I

S

T

.

7

.

5

'

U

T

I

L

I

T

Y

E

S

M

T

.

E

X

I

S

T

.

7

.

5

'

U

T

I

L

I

T

Y

E

S

M

T

.

E

X

I

S

T

.

7

.

5

'

U

T

I

L

I

T

Y

E

S

M

T

.

E

X

I

S

T

.

7

.

5

'

U

T

I

L

I

T

Y

E

S

M

T

.

E

X

I

S

T

.

7

.

5

'

U

T

I

L

I

T

Y

E

S

M

T

.

HIGHWAY N

MODIFIED

TYPE S CURB

REMOVE AND

REPLACE SIGN

STA: 27+45.00, 6.00 RT TO STA: 28+15.00, 6.00 RT

CONSTRUCT 70 L.F. OF 8" TYPE S CURB

STA: 28+15.00, 6.00 RT TO STA: 30+80.00, 6.00 RT

CONSTRUCT 265 L.F. OF MODIFIED TYPE S CURB (WALL 1)

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

RELOCATE PULL BOX

REMOVE AND

REPLACE SIGN

6.00

10' EASEMENT UTILITY EASEMENT

PER PLAT BOOK 21 PAGE 23

REPLACE CURB 10' ON

EACH SIDE OF INLET

REPLACE CURB 10' ON

EACH SIDE OF INLET

BRITTAN

Y CO

VE D

RIVE

CO

UN

TRY RID

GE RD

15

OWNERS: COLEMAN; CRAIG B. & VICKI L.

ADDRESS: 459 COUNTRY RIDGE DR

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

16

OWNERS: MEGHAN M. HERNANDEZ

ADDRESS: 456 COUNTRY RIDGE DR

EXIST. 10' UTILITY ESMT.

EXIST. 10' UTILITY ESMT.

P

L

P

L

17

OWNERS: TREMBLAY; STEVEN J. & BARBARA L.

ADDRESS: 151 CEDAR MILL CT

HIGHWAY N

CONSTRUCT CONCRETE ADA RAMP WITH

INTEGRAL CURB (SUBSIDIARY) (93 S.F.)

INSTALL TRUNCATED DOMES (20 S.F.)

CONSTRUCT CONCRETE ADA RAMP (90 S.F.)

INSTALL TRUNCATED DOMES (21 S.F.)

P

L

CONST. LIMITS

STA: 30+85.00, 6.00 RT TO STA: 31+38.00, 6.00 RT

CONSTRUCT 53 L.F. OF 8" TYPE S CURB

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

CONST. LIMITS

REMOVE AND

REPLACE SIGN

REMOVE AND

REPLACE SIGN

STA: 33+00.00, 6.00 RT TO STA:

38+50.00, 6.00 RT

CONSTRUCT 550 L.F. OF 8" TYPE S CURB

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

AND THROAT OPENING AS SHOWN

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

AND THROAT OPENING AS SHOWN

ADJUST EX.

HANDHOLE

(BY OTHERS)

8.43

7.39

CONSTRUCT 8" CONCRETE

PAVEMENT AS SHOWN (12 S.Y.)

CONSTRUCT 8" CONCRETE

PAVEMENT AS SHOWN (12 S.Y.)

10' EASEMENT UTILITY EASEMENT

PER PLAT BOOK 20 PAGE 141

18

OWNERS: FISHER; HEATH & JENNIFER

ADDRESS: 155 CEDAR MILL CT

P

L

EXIST. R/W

EXIST. R/W

EXIST. 10' UTILITY ESMT.

EXIST. 10' UTILITY ESMT.

EXIST. 10' UTILITY ESMT.

19

OWNERS: BRADLEY; KATRINA & JOSEPH M.

ADDRESS: 159 CEDAR MILL CT

20

OWNERS: KEEN; JASON M. & CHRISTIE M.

ADDRESS: 163 CEDAR MILL CT

TYPE S CURB

STA: 38+50.00, 6.00 RT TO STA: 43+60.00, 6.00 RT

CONSTRUCT 509 L.F. OF MODIFIED TYPE S CURB (WALL 2)

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

CONST. LIMITS

CONST. LIMITS

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

ADJUST MANHOLE

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REMOVE EX. INLET TOP

CONSTRUCT NEW INLET TOP

TO MATCH PROPOSED GRADE

REPLACE CURB

10' ON EACH

SIDE OF INLET

P

L

EXIST. 10' UTILITY ESMT.

21

OWNERS: KRAMPER; JAMES P. & TERESA M.

ADDRESS: 11 IRON LANTERN CT

TYPE S CURB

P

L

P

L

EXIST. 10' UTILITY ESMT.

EXIST. 1

5' UTIL

ITY E

SMT.

EXIST. R/W

EXIST. R

/W

23

OWNERS: CAPLACO TWENTY-NINE INC

ADDRESS: 6137 MID RIVERS MALL DR

HIGHWAY N

MODIFIED

TYPE S CURB

CONSTRUCT CONCRETE ADA RAMP (103 S.F.)

INSTALL TRUNCATED DOMES (25 S.F.)

RELOCATE HANDHOLE

(BY OTHERS)

CONST. LIMITS

69.02

STA: 44+54.05, 11.00' RT.

CONSTRUCT TYPE 1 SPECIAL COMMERCIAL

CONCRETE ENTRANCE (147.3 S.Y.)

ADJUST MANHOLE

10

EXISTING 20' EASEMENT TO UNION ELECTRIC BOOK 1043 PAGE 580

EXISTING 15' EASEMENT TO UNION ELECTRIC BOOK 1032 PAGE 1531

10' EASEMENT TO UTILITY EASEMENT PER PLAT BOOK 33 PAGE 171

10' EASEMENT UTILITY EASEMENT

PER PLAT BOOK 20 PAGE 141

10' EASEMENT UTILITY EASEMENT

PER PLAT BOOK 20 PAGE 141

STA: 43+60.00, END MODIFIED

TYPE S CURB (WALL 2)

22

OWNERS: LOY; PATRICK C. & JANET E.

ADDRESS: 9 IRON LANTERN CT

P

L

EXIST. R/W

E

X

I

S

T

.

R

/

W

1

0

.0

0

'

24

OWNERS: ARCH ENERGY L. C.

ADDRESS: 6191 MID RIVERS DR

HIGHWAY N

TEMP. CONST. ESMT.

1' TEM

P. CO

NST. ESM

T.

CONSTRUCT CONCRETE ADA RAMP (80 S.F.)

INSTALL TRUNCATED DOMES (26 S.F.)

CONSTRUCT CONCRETE ADA RAMP (84 S.F.)

INSTALL TRUNCATED DOMES (28 S.F.)

CONSTRUCT CONCRETE ADA RAMP (138 S.F.)

INSTALL TRUNCATED DOMES (28 S.F.)

CONSTRUCT CONCRETE ADA RAMP (147 S.F.)

INSTALL TRUNCATED DOMES (19 S.F.)

CONSTRUCT CONCRETE ADA RAMP (83 S.F.)

INSTALL TRUNCATED DOMES (16 S.F.)

85.4

4

CONST. LIMITS

STA: 46+68.48, 13.00' RT.

CONSTRUCT TYPE 1 SPECIAL COMMERCIAL

CONCRETE ENTRANCE (212.8 S.Y.)

ADJUST MANHOLE

ADJUST MANHOLE

6

15

6

ADJUST GAS VALVE BOX

RELOCATE FIRE HYDRANT

(BY OTHERS)

STA: 49+02.62, 24.50' RT.

CONSTRUCT TYPE 1 SPECIAL COMMERCIAL

CONCRETE ENTRANCE (200.3 S.Y.)

42.09

6

.

0

0

8

.

0

0

6

.

0

0

15' EASEMENT TO UTILITY EASEMENT PER

PLAT BOOK 33 PAGE 171

10' EASEMENT TO CITY OF ST. PETERS

15' EASEMENT TO UTILITY EASEMENT

PER PLAT BOOK 33 PAGE 171

MID

RIVERS

MALL D

R

MID

RIVERS M

ALL D

R

HIGHWAY N

00 20' 40'

SCALE: 1" = 20'

LEGEND

PROPOSED CONCRETE SIDEWALK

PROPOSED CONCRETE DRIVEWAY

PROPOSED TRUNCATED DOME

PROPOSED MILL & OVERLAY

PROPOSED CURB & GUTTER

PROPOSED ADA RAMP

PROPOSED BITUMINOUS CONCRETE PAVEMENT

EXISTING RIGHT OF WAY & EASEMENTS

PROPOSED TEMPORARY CONSTRUCTION EASEMENT

PROPOSED PERMANENT RIGHT OF WAY

6.00

6.00

6.00

5.00

3.00

5.00

3.00

5.00

3.00

PROPOSED CONSTRUCTION LIMITS

4' TEM

P. CO

NST. ESM

T.

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE SIGN

REPLACE &

RELOCATE SIGN

REPLACE SIGN

CONST. LIMITS

REPLACE &

RELOCATE SIGN

REPLACE SIGN