SPIA_AMD2_Drawings_1_of_2.pdf

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

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A T

E A

P P

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P lo t s c a le

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A S C

IT

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M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

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IS

T R

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C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

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...\SPIA_G-

h a l6

/1 /2

:3

:5

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

G -0

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

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A T

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N P

R O J E

C T

K A

N S

A S C

IT

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M

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S O

U R I

S W

O P

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A R

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U S

T R

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L A

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A J

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G-002

S H

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G -0

.d g n

:1

/3

/1

R

E V

IS

E D P

E R A

M E

N D

M E

N T

F.F. EL. = 782.44

BLUE RIVER

GRAVEL

F.F. EL. = 784.20

HAUL ROUTES

SHEET G-003

ACCESS MAP ON

SEE PROJECT SITE

TO US HWY 71

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

AREA

STAGING

CONTRACTORS

3. ACCESS TO RIGHT BANK SHALL BE VIA LEFT BANK.

2. CONTRACTOR SHALL HAVE ACCESS TO EXISTING KCMO RIGHT OF WAY.

STATE, AND LOCAL LOADING CAPACITY LAWS AND REGULATIONS.

1. CONTRACTOR SHALL COMPLY WITH ALL VEHICLE MANUFACTURER, FEDERAL,

NOTES:

AREA

STOCKPILE

CONTRACTORS

/3

/1

R E

V

IS

E D P

E R A

M E

N D

M E

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D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

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IP

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P P

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P lo t s c a le

K A

N S

A S C

IT

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M

IS

S O

U R I

C O

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S O

F E

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IN

E E

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U .S

A R

M Y E

N G

IN

E E

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IS

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C A

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D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

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...\SPIA_G-

h a l6

/1 /2

:2

:2

P

M c p w w o rk in g \p p w fe d \d

\S

P

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G -0

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

NE COR. 15-48-33

55+00

1+

2+

0 8

9+

0 2

26+

27+00

28+00

29+00

38+00

53+00

54+00

56+00

57+00

PARKING

PARKING

PARKING PARKING

PARKING

PARKING PARKING

PARKING

PARKING

15"

GUY

GUY

GUYS(2)

GUY

CONC. BLOCK

WALL

GATE

G

ATE

CROSSING

SIGNAL

R U

B B L E

P

IL

E

R U

B B L E

P

IL

E

SIGN

NO

TRESPASSING

SIGN

"290"

UNI

ON

PACI

FIC

R

AIL

ROAD

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

75TH TERRACE

S P

R U

C E A

V E

N U

E

3' CABLE

FENCE

F.F. EL. = 787.14

F.F. EL. = 786.41

F.F. EL. = 786.79

7' CHAIN & BARB

F.F. EL. = 786.69

F.F. EL. = 787.66

F.F. EL. = 786.38

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GRAVEL

POST

MB(2)

75TH TERRACE

CONC

CONC

TANK

PROPANE

GRAVEL

CONC

GRAVEL

CONC

CONC

CONC

GRAVEL

PILE

GRAVEL

C O

N C B L O

C K W

A L L

C O

N C

P A D S

C O

N C X -I N

G

F.F. EL. = 785.95

R U B B L E

R U B B

LE

F=770.43

5'X5' RCB

PILE

GRAVEL

RUBBLE

RUBBLE

C O

N C . B

LO

C

K W

A

LL

GP

GP

F=770.96

5'X5' RCBR

U B B L E

C

H A

IN

L

IN

K

GATE

F.F. EL. = 787.78

ASPHALT PAVEMENT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

PAVEMENT

ASPHALT

A S P

H A L T P

A V E

M E

N T

76576

5 765 7

775775

F=772.02

5'X5' RCB

780 780

75TH TERRACE

F.F. EL. = 786.78

GRAVEL D

RI

VE

GUY

M M

B L

U E

R

IV

E R

BLUE RIVER

BASELINE

FLOODWALL

S P

IA

G -0

.D

G N

:1

JACKSON COUNTY

G-006

75th STREET TERRACE

M A

N C

H E S

T E

R

S P

R U

C E

BLUE

RIV

ER

ROAD

N

H A

U L R

O U

T E

S

020 100 200100

SCALE: 1" = 100'-0"

SWOPE PARK INDUSTRIAL AREA - HAUL ROUTES

FOR INFORMATION ONLY

BASELINE SHOWN

LEVEE/FLOODWALL

CONTROL

PT. #3

PARKING

1026500N

F.F. EL. = 785.61

T R

A

IL

E R

S T

O R

A G

E

TPED

SIGNAL

CROSSING

STEPS

CONC

VAULTS

CONTROL

GRAVEL DRIVE

ASPHALT DRIVE

BUILDING

EXISTING

GUY

BUILDING

EXISTING

GUY

C O

N C

GUY

T A

N K

S

S T

O R

A G

E

L

RUBBLE SURFACE

BROKEN CONC.

PILE

GRAVEL

PILE

GRAVEL

PILE

GRAVEL

RUBBLE SURFACE

BROKEN CONC.

WALL

CONC. BLOCK

WALL

CONC

L

L

TANK

PROPANE

CONC

POST

RR CONTROLLER

P

ITO

IL

T A

N K S

S T

O R

A G

E

(TYP.)

TANKS

STORAGE

WALLS

CONC

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

(A S P

H A L T P

A V E

M E

N T

PAVEMENT

ASPHALT

1028000N

E

E

1028000N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

1028000N1028000N1028000N

E

E

E

E

E

E

E

E

E

E

E

1026500N1026500N1026500N1026500N

1027000N 1027000N 1027000N 1027000N 1027000N

E e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

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P lo t s c a le

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A S C

IT

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M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

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...\SPIA_B-

h a l6

/1 /2

:2

:3

P

M c p w w o rk in g \p p w fe d \d

\S

P

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B -1

.d g n

F -1

-8

-0

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

PARKING

PARKING

PARKING PARKING

PARKING

PARKING PARKING

PARKING

PARKING

15"

GUY

GUY

GUYS(2)

GUY

CONC. BLOCK

WALL

GATE

G

ATE

GUY

CROSSING

SIGNAL

R U

B B L E

P

IL

E

R U

B B L E

P

IL

E

SIGN

NO

TRESPASSING

SIGN

"290"

CONTROL

PT. #3

BLUE RIVER

UNI

ON

PACI

FIC

R

AIL

ROAD

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

75TH TERRACE

S P

R U

C E A

V E

N U

E

3' CABLE

FENCE

GRAVEL

F.F. EL. = 787.14

F.F. EL. = 786.41

F.F. EL. = 784.20

75TH TERRACE

F.F. EL. = 786.78

F.F. EL. = 786.79

7' CHAIN & BARB

F.F. EL. = 786.69

F.F. EL. = 787.66

F.F. EL. = 786.38

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GRAVEL

POST

MB(2)

75TH TERRACE

CONC

CONC

TANK

PROPANE

GRAVEL

CONC

GRAVEL

CONC

CONC

CONC

GRAVEL

PILE

GRAVEL

C O

N C B L O

C K W

A L L

C O

N C

P A D S

C O

N C X -I N

G

F.F. EL. = 782.44

F.F. EL. = 785.95

R U B B L E

R U B B

LE

F=770.43

5'X5' RCB

GRAVEL D

RI

VE

PILE

GRAVEL

RUBBLE

RUBBLE

C O

N C . B

LO

C

K W

A

LL

GP

GP

F=772.02

5'X5' RCB

F=770.96

5'X5' RCBR

U B B L E

C

H A

IN

L

IN

K

GATE

F.F. EL. = 787.78

ASPHALT PAVEMENT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

PAVEMENT

ASPHALT

A S P

H A L T P

A V E

M E

N T

M M

76576

5 765 7

775775

780 780

55+00

1+

2+

0 8

9+

0 2

26+

27+00

28+00

29+00

38+00

53+00

54+00

56+00

57+00

TRACT II

2008E0120908

TRACT I

2008E0120908

SCHIAVI ENTERPRISES LLC

K2620P1350

HICKSON BUILDING PARTNERSHIP

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

46-910-02-46-01

FRANK HOELZEL

CRBP II, LLC

46-910-02-01

CRBP II, LLC

46-910-02-02

TR

EC

O

-9 -0 1-

FRANK HOELZEL

46-910-02-46-01

FRANK HOELZEL

46-820-03-02

TR

EC

O

-8 -0 3-

NE COR. 15-48-33

TR

EC

O

-8 -0 3-

UNI

ON

PACI

FIC

R

AI

LR

OAD

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

NOTES:

B-100

R E

F

ADC-2

ADC-3

ADUC-10

ADUC-9

T F P

020 100 200100

M A

P

ADU-1 ADU-13

ADUC-8

ADUC-14

AD-7

AD-15

ADU-5

ADUC-6

ADUC-16

ADUC-4

ADU-17

ADU-11

M A

N C

H E S T E

R

BLUE RIVER

S P

R U

C E

U N

IO

N P

A C

IF

IC

R A

IL

R O

A D

ADU-18

ADU-19

ADUC-20

ADUC-21

E: 2,778,500.00

N: 1,027,500.00

S P

IA

B -1

.d g n

SCALE IN FEET

ADU-22

ADU-24

ADU-23

ADU-25

75th TERRACE

N

B O

R

IN

G L

O C

A T

IO

N P

L A

N

BLUE RIV

ER ROAD

LEVEE/FLOODWALL B/L

:1

SPECIFICATION 35 41 00.

BORING LOGS ARE APPENDED TO2.

GENERAL NOTES SEE SHEET G-004.

FOR ABBREVIATIONS, LEGEND, AND1.

ADUC-12

/3

/1

/3

/1

R

E V

IS

E D P

E R A

M E

N D

M E

N T

PARKING

1026500N

F.F. EL. = 785.61

T R

A

IL

E R

S T

O R

A G

E

TPED

SIGNAL

CROSSING

STEPS

CONC

VAULTS

CONTROL

ASPHALT DRIVE

BUILDING

EXISTING

GUY

BUILDING

EXISTING

GUY

C O

N C

GUY

T A

N K

S

S T

O R

A G

E

L

RUBBLE SURFACE

BROKEN CONC.

PILE

GRAVEL

PILE

GRAVEL

PILE

GRAVEL

RUBBLE SURFACE

BROKEN CONC.

WALL

CONC. BLOCK

WALL

CONC

L

L

TANK

PROPANE

CONC

POST

RR CONTROLLER

P

ITO

IL

T A

N K S

S T

O R

A G

E

(TYP.)

TANKS

STORAGE

WALLS

CONC

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

(A S P

H A L T P

A V E

M E

N T

PAVEMENT

ASPHALT

1028000N 1028000N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

1028000N1028000N1028000N

E

E

E

E

E

E

E

E

E

E

1026500N1026500N1026500N1026500N

1027000N 1027000N 1027000N 1027000N 1027000N

GRAVEL

C-101

N

C L

IN

S T

H R

U

O V

E R

A L L S

IT

E P

L A

N

F.F. EL. = 784.20

BLUE RIVER

STAGING AREA

CONTRACTOR'S

S P

R U

C E

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

BLUE RI

VER ROAD

STABILIZATION

LEFT BANK

NOTES:

SWOPE PARK INDUSTRIAL AREA

75TH TERRACE

75th STREET

:1

S P

IA

C -1

.D

G N

M A

N C

H E S T E

R T

R F

W Y

020 100 200100

SCALE: 1" = 100'-0"

AREA

TURNAROUND

STABILIZATION

RIGHT BANKWIDENING

CHANNEL

COORDINATES.

ALIGNMENT DATA AND CONSTRUCTION BOUNDARY

SEE SHEETS C-601 AND C-602 FOR HORIZONTAL

NOTES, AND LEGEND.

SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL

2.

1.

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

LEVEE/FLOODWALL B/L

LEVEE/FLOODWALL B/L

WITH END SECTIONS

TEMPORARY 24" CMP

R

E V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/1 /2

:2

:3

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -1

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

PARKING

PARKING

PARKING PARKING

PARKING

PARKING PARKING

PARKING

PARKING

15"

GUY

GUY

GUYS(2)

GUY

CONC. BLOCK

WALL

GATE

G

ATE

CROSSING

SIGNAL

R U

B B L E

P

IL

E

R U

B B L E

P

IL

E

SIGN

NO

TRESPASSING

SIGN

"290"

UNI

ON

PACI

FIC

R

AIL

ROAD

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

75TH TERRACE

S P

R U

C E A

V E

N U

E

3' CABLE

FENCE

F.F. EL. = 787.14

F.F. EL. = 786.41

F.F. EL. = 786.79

7' CHAIN & BARB

F.F. EL. = 786.69

F.F. EL. = 787.66

F.F. EL. = 786.38

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GRAVEL

POST

MB(2)

75TH TERRACE

CONC

CONC

TANK

PROPANE

GRAVEL

CONC

GRAVEL

CONC

CONC

CONC

GRAVEL

PILE

GRAVEL

C O

N C B L O

C K W

A L L

C O

N C

P A D S

C O

N C X -I N

G

F.F. EL. = 785.95

R U B B L E

R U B B

LE

F=770.43

5'X5' RCB

PILE

GRAVEL

RUBBLE

RUBBLE

C O

N C . B

LO

C

K W

A

LL

GP

GP

F=770.96

5'X5' RCBR

U B B L E

C

H A

IN

L

IN

K

GATE

F.F. EL. = 787.78

ASPHALT PAVEMENT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

PAVEMENT

ASPHALT

A S P

H A L T P

A V E

M E

N T

55+00

1+

2+

0 8

9+

0 2

26+

27+00

28+00

29+00

38+00

53+00

54+00

56+00

57+00

TRACT II

2008E0120908

TRACT I

2008E0120908

SCHIAVI ENTERPRISES LLC

K2620P1350

HICKSON BUILDING PARTNERSHIP

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

46-910-02-46-01

FRANK HOELZEL

CRBP II, LLC

46-910-02-01

CRBP II, LLC

46-910-02-03

CRBP II, LLC

46-910-02-02

TR

EC

O

-9 -0 1-

FRANK HOELZEL

46-910-02-46-01

FRANK HOELZEL

46-820-03-02

TR

EC

O

-8 -0 3-

NE COR. 15-48-33

TR

EC

O

-8 -0 3-

CABER ENTERPRISES PARTNERSHIP46-440-17-19

KANSAS CITY SCHOOL DISTRICT

46-530-06-02

UNI

ON

PACI

FIC

R

AI

LR

OAD

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GI

L

L

EM

EM

WMTPED

EM

FH

WV

WM

LP

LP

LP

LP

L

F=774.78

6" VCP

L

4" NG

N G

12" W

12" W

W

NG

W

W

W

#10048

CI

#10081

GI #10073

CI

F=762.62

8" VCP

VAULTS

CONTROL

F=775.12

6" VCP

4" PVC

4" PVC

W

W

W

W

W

W

W

W

W

W

WW

WW

W

W

W

G

G

G

G

GG

G

G

G

G

G

G

W

DS

ALLIED LANDFILL

76576

765 7

STA. 9+30

PRELOADING

775775

HEADWALL

CONC

F=772.49

18" RCP

F=772.02

5'X5' RCB

ACCESS TRAIL

MAINTENANCE

STA. 7+70 TO STA. 9+30

LEVEE A

75TH TERRACE

780 780

D

CI #13855

S

T

#13820

GI

#13850

GI

#13815

CI

D

#13399

SAN MH

GUY

GUY

GUY

TRANS

GUY

GUY

TRANS

L

L

L

L

#7598

SAN MH

#10324

SAN MH

#10574

SAN MH

#10174

SAN MH

#10183

SAN MH

#10419

SAN MH

10" SS

10" SS

10" SS

10" SS

S

S

" S

S

#7597

SAN MH

#1073

SAN MH

S S

S S

S S

F=770.43

5'X5' RCB

F=772.02

5'X5' RCB

F=770.96

5'X5' RCB

WALL

RR TIE

F=766.53

5'X5' RCB

S

S

S

S

S

S

S

S

S

S

S

S

F.F. EL. = 786.78

GRAVEL D

RI

VE

C

GUY

M M

CONTROL

PT. #3

GUY

#13937

STM MH

PARKING

1026500N

F.F. EL. = 785.61

T R

A

IL

E R

S T

O R

A G

E

TPED

SIGNAL

CROSSING

STEPS

CONC

VAULTS

CONTROL

ASPHALT DRIVE

BUILDING

EXISTING

GUY

BUILDING

EXISTING

GUY

C O

N C

GUY

T A

N K

S

S T

O R

A G

E

L

RUBBLE SURFACE

BROKEN CONC.

PILE

GRAVEL

PILE

GRAVEL

PILE

GRAVEL

RUBBLE SURFACE

BROKEN CONC.

WALL

CONC. BLOCK

WALL

CONC

L

L

TANK

PROPANE

CONC

POST

RR CONTROLLER

P

ITO

IL

T A

N K S

S T

O R

A G

E

(TYP.)

TANKS

STORAGE

WALLS

CONC

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

(A S P

H A L T P

A V E

M E

N T

PAVEMENT

ASPHALT

1028000N

E

E

1028000N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

1028000N1028000N1028000N

E

E

E

E

E

E

E

E

E

E

E

1026500N1026500N1026500N1026500N

1027000N 1027000N 1027000N 1027000N 1027000N

E

F.F. EL. = 786.41

F.F. EL. = 787.66

F.F. EL. = 786.38

PAVEMENT

ASPHALT

S T

A

D

C-102 C-302

D

.5 :1

:1

.5 :1

.5 :1

STEPS

CONC

PAVEMENT

ASPHALT

E

E

E

1027000N 1027000N 1027000N

BLUE RIVER

F.F. EL. = 787.66

F.F. EL. = 786.38

C

H A

IN

L

IN

K

L

LF=762.62

8" VCP

4" PVC

4" PVC

DS

9+

:1

.5 :1

NOTES:

.5 :1

M A

T C

H L

IN

E

M A

T C

H L

IN

E

768.50

EL.

EL. 782.00

EL. 765.00

C C-102 C-302

C

B C -1

C -3

B

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTIONTYPE A

ACB REVETMENT

RIPRAP

TYPE A

ACB REVETMENT

LEVEE/FLOODWALL B/L

LEVEE/FLOODWALL B/L

RIPRAP

TURNAROUND AREA

IE 770.5

IE 769.6

(SEE NOTE 4)

END SECTIONS

24" CMP WITH

INSTALL 85 LF

NOT BE INSTALLED.

4. IF OPTION 6 AND/OR OPTION 7 ARE SELECTED, CMP WILL

3. SEE SHEET C-401 FOR TURNAROUND AREA DETAILS.

GENERAL NOTES.

2. SEE SHEET G-004 FOR ABBREVIATIONS, LEGEND, AND

1. ELEVATIONS ARE FINISHED GRADE.

(14 LOCATIONS)

CORRUGATED PLASTIC PIPE

INSTALL 4" NON-PERFORATED

TEMPORARY DOWNSPOUT EXTENSIONS

796.00

EL.

A

76576

EL. 765.00

STA. 12+50

EL. 764.40

EL. 764.40

771.50

EL.

HEADWALL

CONC

F=772.49

18" RCP

A

C-

C-

CI #13855

S

T

#13820

GI

#13850

GI

#13815

CI

782.00

EL.

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/1 /2

:2

:3

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -1

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

:1

S P

IA

C -1

.D

G N

C-102

C L

IN

S T

H R

U

P L

A N

R

E V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

V A R

IE

S

S T

A .0

3.5:1

20:1

V A R

IE

S

0 501050 100

SCALE: 1" = 50'-0"

N

GUY

STEPS

CONC

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

BOUNDARY

CONSTRUCTION

BLUE RIVER

GRAVEL

LEVEE A B/L

C-103

N

LEVEE/FLOODWALL B/L

C L

IN

S T

H R

U

O V

E R

A L L G

R A

D

IN

G P

L A

N

F.F. EL. = 784.20

BLUE RIVER

S P

R U

C

EU

N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

BLUE RI

VER ROAD

LEVEE B B/L

STABILIZATION

LEFT BANK

NOTES:

SWOPE PARK INDUSTRIAL AREA

75th TERRACE

:1

S P

IA

C -1

.D

G N

M A

N C

H E S T E

R T

R F

W Y

020 100 200100

SCALE: 1" = 100'-0"

AREA

TURNAROUND

STABILIZATION

RIGHT BANK

WIDENING

CHANNEL

CLEAR AND GRUB STA. 7+70 TO STA. 22+50

NOTES, AND LEGEND.

SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL

2.

1.

LEVEE/FLOODWALL B/L

LEVEE/FLOODWALL B/L

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

END SECTIONS

24" CMP WITH

TEMPORARY

TO DRAIN

GRADE

/3

/1

R

E V

IS

E D P

E R A

M E

N D

M E

N T

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/1 /2

:2

:3

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -1

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

TANK

PARKING

PARKING

PARKING PARKING

PARKING

PARKING PARKING

PARKING

PARKING

15"

GUY

GUY

GUYS(2)

GUY

CONC. BLOCK

WALL

GATE

G

ATE

CROSSING

SIGNAL

R U

B B L E

P

IL

E

R U

B B L E

P

IL

E

SIGN

NO

TRESPASSING

SIGN

"290"

UNI

ON

PACI

FIC

R

AIL

ROAD

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

75TH TERRACE

S P

R U

C E A

V E

N U

E

3' CABLE

FENCE

F.F. EL. = 787.14

F.F. EL. = 786.41

F.F. EL. = 786.79

7' CHAIN & BARB

F.F. EL. = 786.69

F.F. EL. = 787.66

F.F. EL. = 786.38

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GRAVEL

POST

MB(2)

75TH TERRACE

CONC

CONC

TANK

PROPANE

GRAVEL

CONC

GRAVEL

CONC

CONC

CONC

GRAVEL

PILE

GRAVEL

C O

N C B L O

C K W

A L L

C O

N C

P A D S

C O

N C X -I N

G

F.F. EL. = 785.95

R U B B L E

R U B B

LE

F=770.43

5'X5' RCB

PILE

GRAVEL

RUBBLE

RUBBLE

C O

N C . B

LO

C

K W

A

LL

GP

GP

F=770.96

5'X5' RCBR

U B B L E

C

H A

IN

L

IN

K

GATE

F.F. EL. = 787.78

ASPHALT PAVEMENT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

PAVEMENT

ASPHALT

A S P

H A L T P

A V E

M E

N T

55+00

1+

2+

0 8

9+

0 2

26+

27+00

28+00

29+00

38+00

53+00

54+00

56+00

57+00

TRACT II

2008E0120908

TRACT I

2008E0120908

SCHIAVI ENTERPRISES LLC

K2620P1350

HICKSON BUILDING PARTNERSHIP

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

46-910-02-46-01

FRANK HOELZEL

CRBP II, LLC

46-910-02-01

CRBP II, LLC

46-910-02-03

CRBP II, LLC

46-910-02-02

TR

EC

O

-9 -0 1-

FRANK HOELZEL

46-910-02-46-01

FRANK HOELZEL

46-820-03-02

TR

EC

O

-8 -0 3-

NE COR. 15-48-33

TR

EC

O

-8 -0 3-

CABER ENTERPRISES PARTNERSHIP46-440-17-19

KANSAS CITY SCHOOL DISTRICT

46-530-06-02

CABER ENTERPRISES PARTNERSHIP46-440-17-18

UNI

ON

PACI

FIC

R

AI

LR

OAD

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GI

L

L

EM

EM

WMTPED

EM

FH

WV

WM

LP

LP

LP

LP

L

F=774.78

6" VCP

L

4" NG

12" W

12" W

W

W

W

#10048

CI

#10081

GI #10073

CI

F=762.62

8" VCP

VAULTS

CONTROL

F=775.12

6" VCP

4" PVC

4" PVC

W

W

W

W

W

W

W

W

W

W

WW

WW

W

W

W

G

G

G

G

GG

G

G

G

G

G

G

W

DS

750 750

GRADING LIMITS

76576

765 7

775775

HEADWALL

CONC

F=772.49

18" RCP

F=772.02

5'X5' RCB

ACCESS TRAIL

MAINTENANCE

75TH TERRACE

780 780

CI #13855

S

T

#13820

GI

#13850

GI

#13815

CI

D

#13399

SAN MH

GUY

GUY

GUY

TRANS

GUY

GUY

TRANS

L

L

L

L

#7598

SAN MH

#10324

SAN MH

#10574

SAN MH

#10174

SAN MH

#10183

SAN MH

#10419

SAN MH

10" SS

10" SS

10" SS

10" SS

S

S

" S

S

#7597

SAN MH

#1073

SAN MH

S S

S S

S S

F=770.43

5'X5' RCB

F=772.02

5'X5' RCB

F=770.96

5'X5' RCB

WALL

RR TIE

F=766.53

5'X5' RCB

S

S

S

S

S

S

S

S

S

S

S

STAGING AREA

CONTRACTOR'S

F.F. EL. = 786.78

GRAVEL D

RI

VE

C

GUY

M M

CONTROL

PT. #3

GUY

#13937

STM MH

PARKING

F.F. EL. = 785.61

T R

A

IL

E R

S T

O R

A G

E

TPED

SIGNAL

CROSSING

STEPS

CONC

VAULTS

CONTROL

ASPHALT DRIVE

BUILDING

EXISTING

GUY

BUILDING

EXISTING

GUY

C O

N C

GUY

T A

N K

S

S T

O R

A G

E

L

RUBBLE SURFACE

BROKEN CONC.

PILE

GRAVEL

PILE

GRAVEL

PILE

GRAVEL

RUBBLE SURFACE

BROKEN CONC.

WALL

CONC. BLOCK

WALL

CONC

L

L

TANK

PROPANE

CONC

POST

RR CONTROLLER

P

ITO

IL

T A

N K S

S T

O R

A G

E

(TYP.)

TANKS

STORAGE

WALLS

CONC

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

(A S P

H A L T P

A V E

M E

N T

PAVEMENT

ASPHALT

1028000N

E

E

1028000N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

1028000N1028000N1028000N

E

E

E

E

E

E

E

E

E

E

1026500N1026500N1026500N1026500N

1027000N 1027000N 1027000N 1027000N 1027000N

E

F.F. EL. = 786.41

F.F. EL. = 787.66

F.F. EL. = 786.38

PAVEMENT

ASPHALT

S T

A

D

C-104 C-302

D

EL. 765.00

STA. 21+75

770 7

.5 :1

:1

.5 :1

.5 :1

STEPS

CONC

PAVEMENT

ASPHALT

E

E

E

1027000N 1027000N 1027000N

BLUE RIVER

F.F. EL. = 787.66

F.F. EL. = 786.38

C

H A

IN

L

IN

K

L

LF=762.62

8" VCP

4" PVC

4" PVC

DS

9+

FLOODWALL B/L

:1

.5 :1

NOTES:

.5 :1

M A

T C

H L

IN

E

M A

T C

H L

IN

E

768.50

EL.

EL. 782.00

EL. 765.00

A

C-

C-

C C-104 C-302

C

B C -1

C -3

B

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

LEVEE A B/L

BOUNDARY

CONSTRUCTION

AREA

TURNAROUND

BOUNDARY

CONSTRUCTION

FOR DETAILS

SEE SHEET C-102

TEMPORARY 24" CMP

TO DRAIN

GRADE

3. SEE SHEET C-401 FOR TURNAROUND AREA DETAILS.

GENERAL NOTES

2. SEE SHEET G-004 FOR ABBREVIATIONS, LEGEND, AND

ARE FINISHED GRADE.

ARE OVERBUILD GRADE; ALL OTHER ELEVATIONS AND CONTOURS

1. ELEVATIONS AND CONTOURS FROM STA. 7+70 TO STA. 9+30

796.00

EL.

A

0 760

76576

EL. 765.00

STA. 12+50

EL. 769.77

STA. 22+25

770 770

771.50

EL.

EL. 764.40

EL. 764.40

HEADWALL

CONC

F=772.49

18" RCP

CI #13855

S

T

#13820

GI

#13850

GI

#13815

CI

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/6 /2

:2

:4

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -1

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

:1

S P

IA

C -1

.D

G N

C-104

C L

IN

S T

H R

U

G R

A D

IN

G P

L A

N

R E

V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

S T

A .0

3.5:1

20:1

0 501050 100

SCALE: 1" = 50'-0"

N

GUY

STEPS

CONC

PAVEMENT

ASPHALT

GRAVEL

C-105

N

LEVEE/FLOODWALL B/L

C L

IN

A N

D

O V

E R

A L L S

IT

E P

L A

N

F.F. EL. = 784.20

BLUE RIVER

S P

R U

C

EU

N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

BLUE RI

VER ROAD

NOTES:

SWOPE PARK INDUSTRIAL AREA

75th TERRACE

75th STREET

:1

S P

IA

C -1

.D

G N

M A

N C

H E S T E

R T

R F

W Y

020 100 200100

SCALE: 1" = 100'-0"

LEVEE/FLOODWALL B/L

LEVEE/FLOODWALL B/L

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

STA. 1+00

PRELOADING

CLIN 5

LEVEE A

CLIN 6

NOTES, AND LEGEND.

SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL1.

PERFORM PILE LOAD TEST

CONSTRUCT TEST PILE AND

CLIN 8

24" CMP

TEMPORARY

CLIN 6

4' X 4' FIELD INLET

CLIN 6

24" CMP

TEMPORARY

CLIN 6

DETENTION POND

TEMPORARY

CLIN 6

R

E V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/1 /2

:2

:4

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -1

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

TANK

PARKING

PARKING

PARKING PARKING

PARKING

PARKING PARKING

PARKING

PARKING

15"

GUY

GUY

GUYS(2)

GUY

CONC. BLOCK

WALL

GATE

G

ATE

CROSSING

SIGNAL

R U

B B L E

P

IL

E

R U

B B L E

P

IL

E

SIGN

NO

TRESPASSING

SIGN

"290"

UNI

ON

PACI

FIC

R

AIL

ROAD

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

75TH TERRACE

S P

R U

C E A

V E

N U

E

3' CABLE

FENCE

F.F. EL. = 787.14

F.F. EL. = 786.41

F.F. EL. = 786.79

7' CHAIN & BARB

F.F. EL. = 786.69

F.F. EL. = 787.66

F.F. EL. = 786.38

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GRAVEL

POST

MB(2)

75TH TERRACE

CONC

CONC

TANK

PROPANE

GRAVEL

CONC

GRAVEL

CONC

CONC

CONC

GRAVEL

PILE

GRAVEL

C O

N C B L O

C K W

A L L

C O

N C

P A D S

C O

N C X -I N

G

F.F. EL. = 785.95

R U B B L E

R U B B

LE

F=770.43

5'X5' RCB

PILE

GRAVEL

RUBBLE

RUBBLE

C O

N C . B

LO

C

K W

A

LL

GP

GP

F=770.96

5'X5' RCBR

U B B L E

C

H A

IN

L

IN

K

GATE

F.F. EL. = 787.78

ASPHALT PAVEMENT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

PAVEMENT

ASPHALT

A S P

H A L T P

A V E

M E

N T

55+00

1+

2+

0 8

9+

0 2

26+

27+00

28+00

29+00

38+00

53+00

54+00

56+00

57+00

GI

L

L

EM

EM

WMTPED

EM

FH

WV

WM

LP

LP

LP

LP

L

F=774.78

6" VCP

L

4" NG

12" W

12" W

W

W

W

#10048

CI

#10081

GI #10073

CI

F=762.62

8" VCP

VAULTS

CONTROL

F=775.12

6" VCP

4" PVC

4" PVC

W

W

W

W

W

W

W

W

W

W

WW

WW

W

W

W

G

G

G

G

GG

G

G

G

G

G

G

W

DS

TRACT II

2008E0120908

TRACT I

2008E0120908

SCHIAVI ENTERPRISES LLC

K2620P1350

HICKSON BUILDING PARTNERSHIP

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

46-910-02-46-01

FRANK HOELZEL

CRBP II, LLC

46-910-02-01

CRBP II, LLC

46-910-02-03

CRBP II, LLC

46-910-02-02

TR

EC

O

-9 -0 1-

FRANK HOELZEL

46-910-02-46-01

FRANK HOELZEL

46-820-03-02

TR

EC

O

-8 -0 3-

NE COR. 15-48-33

TR

EC

O

-8 -0 3-

CABER ENTERPRISES PARTNERSHIP46-440-17-19

KANSAS CITY SCHOOL DISTRICT

46-530-06-02

CABER ENTERPRISES PARTNERSHIP46-440-17-18

UNI

ON

PACI

FIC

R

AI

LR

OAD

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

ALLIED LANDFILL

76576

765 7

775775

HEADWALL

CONC

F=772.49

18" RCP

F=772.02

5'X5' RCB

75TH TERRACE

780 780

CI #13855

S

T

#13820

GI

#13850

GI

#13815

CI

D

#13399

SAN MH

GUY

GUY

GUY

TRANS

GUY

GUY

TRANS

L

L

L

L

#7598

SAN MH

#10324

SAN MH

#10574

SAN MH

#10174

SAN MH

#10183

SAN MH

#10419

SAN MH

10" SS

10" SS

10" SS

10" SS

S

S

" S

S

#7597

SAN MH

#1073

SAN MH

S S

S S

S S

F=770.43

5'X5' RCB

F=772.02

5'X5' RCB

F=770.96

5'X5' RCB

WALL

RR TIE

F=766.53

5'X5' RCB

S

S

S

S

S

S

S

S

S

S

S

F.F. EL. = 786.78

GRAVEL D

RI

VE

C

GUY

M M

CONTROL

PT. #3

GUY

#13937

STM MH

PARKING

1026500N

F.F. EL. = 785.61

T R

A

IL

E R

S T

O R

A G

E

TPED

SIGNAL

CROSSING

STEPS

CONC

VAULTS

CONTROL

ASPHALT DRIVE

BUILDING

EXISTING

GUY

BUILDING

EXISTING

GUY

C O

N C

GUY

T A

N K

S

S T

O R

A G

E

L

RUBBLE SURFACE

BROKEN CONC.

PILE

GRAVEL

PILE

GRAVEL

PILE

GRAVEL

RUBBLE SURFACE

BROKEN CONC.

WALL

CONC. BLOCK

WALL

CONC

L

L

TANK

PROPANE

CONC

POST

RR CONTROLLER

P

ITO

IL

T A

N K S

S T

O R

A G

E

(TYP.)

TANKS

STORAGE

WALLS

CONC

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

(A S P

H A L T P

A V E

M E

N T

PAVEMENT

ASPHALT

1028000N

E

E

1028000N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

E

1027500N

1028000N1028000N1028000N

E

E

E

E

E

E

E

E

E

E

E

1026500N1026500N1026500N1026500N

1027000N 1027000N 1027000N 1027000N 1027000N

E

1+

2+

56+00

57+00

7' CHAIN & BARB

1+

2+

56+00

57+00

PRELOADING STA. 1+00

CLIN 5

GRADING LIMITS

CLIN 5 GRADING

GENERAL NOTES

2. SEE SHEET G-004 FOR ABBREVIATIONS, LEGEND, AND

1. ELEVATIONS AND CONTOURS ARE OVERBUILD GRADE.

EC

-1

C -3

E

F.F. EL. = 784.20

15"

GUY

GUY

GUYS(2)

GUY

CONC. BLOCK

WALL

GATE

G

ATE

CROSSING

SIGNAL

SIGN

NO

TRESPASSING

SIGN

"290"

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

S P

R U

C E A

V E

N U

E

F.F. EL. = 786.79

7' CHAIN & BARB

F.F. EL. = 786.69

F.F. EL. = 787.66

F.F. EL. = 786.38

U N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

GRAVEL

CONC

TANK

PROPANE

GRAVEL

PILE

GRAVEL

C O

N C B L O

C K W

A L L

C O

N C

P A D S

C O

N C X -I N

G

F.F. EL. = 785.95

RUBBLE

RUBBLE

C O

N C . B

LO

C

K W

A

LL

GP

GP

C

H A

IN

L

IN

K

F.F. EL. = 787.78

A S P

H A L T P

A V E

M E

N T

GI

EM

EM

WMTPED

EM

FH

WV

WM

LP

LP

LP

LP

W

W

W

#10048

CI

#10081

GI #10073

CI

VAULTS

CONTROL

W

W

W

W

W

W W

W

W W

G

G

G

G

G

G

G

W

55+00

1+

2+

9+

53+00

54+00

56+00

57+00

GRADING LIMITS

FLOODWALL B/L

NOTES:

1027500N

E

E

1027000N

BASE BID GRADING PLAN

SEE SHEET C-104 FOR

G

H

C-

C-

H

F

C -1

C -3

F

GC

-106

C -303

IE = 770.0

IE = 771.5

IE = 769.5

IE = 768.0

SEE INSET

PRELOADING STA. 1+00

CLIN 5

WITH END SECTION

INSTALL 158 LF 24" CMP

TEMPORARY CMP-2

CLIN 6R.E. = 781.43

E 2778244.19

N 1027063.66

4'X4' FIELD INLET

CLIN 6

WITH END SECTION

INSTALL 150 LF 24" CMP

TEMPORARY CMP-1

CLIN 6

LEVEE A

CLIN 6

POND AND CMP-1 WILL NOT BE CONSTRUCTED.

4. IF CLIN 7 IS SELECTED, TEMPORARY DETENTION

SELECTED, CLIN 5 IS VOID

3. CLIN 6 IS INCLUSIVE OF CLIN 5. IF CLIN 6 IS

TEMPORARY DETENTION POND

CLIN 6

TO DRAIN

GRADE

10'-0"3:1

3:1

76576

770 770

775775

780 780

D

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/6 /2

:3

:2

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -1

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

75TH TERRACE

CI #13855

GUY

TRANS

GUY

TRANS

S

T

#13820

GI

#13850

GI

#13815

CI

T R

A

IL

E R

S T

O R

A G

E

E

1027000N

/3

/1

R

E V

IS

E D P

E R A

M E

N D

M E

N T

#7598

SAN MH

#10174

SAN MH

#10183

SAN MH

10" SS

S

S

" S

S

#7597

SAN MH

#1073

SAN MH

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

F.F. EL. = 786.78

C

CONTROL

PT. #3

S P

IA

C -1

.D

G N

C-106

GRADING LIMITS

LEVEE A B/L

FLOODWALL B/L

:1

C L

IN

S A

N D

G R

A D

IN

G P

L A

N

0 501050 100

SCALE: 1" = 50'-0"

N

GUY

F.F. EL. = 785.61

T R

A

IL

E R

S T

O R

A G

E

TPED

SIGNAL

CROSSING

STEPS

CONC

VAULTS

CONTROL

ASPHALT DRIVE

BUILDING

EXISTING

GUY

PILE

GRAVEL

PILE

GRAVEL

RUBBLE SURFACE

BROKEN CONC.

WALL

CONC. BLOCK

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

(ASPHALT PAVEMENT)

(A S P

H A L T P

A V E

M E

N T

B

LU

E R

IV

E R

A C -2

C -3

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

S P

R U

C E A

V E

N U

E

7' CHAIN & BARB

F.F. EL. = 786.38

F.F. EL. = 785.95

C

H A

IN

L

IN

K

F.F. EL. = 787.78

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/1 /2

:2

:4

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -2

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

1+

2+

9+

56+00

57+00

810810

810810

6+00 7+00 8+00 9+00 10+00 11+00

810810

810810

1+00 2+000+28.25

:13

:1

V A R

IE

S

V A R

IE

S

LP

W

WW

W

G

LEVEE A B/L

PLAN

M A

N C

H E S

T E

R

GROUND

EXISTING

:1

20:1

3.5:1

NOTES:

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

E

1027000N E

1027000N

C-201

N

A

TYPE A

REVETMENT

ACB

100-YEAR WSE

S P

IA

C -2

C -3

EC

-2

E

RIPRAP

EL. 771.5

EL. 768.5

EL. 768.5

EL. 771.5

EL. = 795.10

LEVEE A PGL

E N

D P

R E

L O

A D

IN

G

S T

A

B E

G

IN

P

R E

L O

A D

IN

G

S T

A

WSE

100-YEAR

0 804040 20

HORIZONTAL SCALE: 1" = 40'-0"

0 104 2 2010 68

VERTICAL SCALE: 1" = 10'-0"

E N

D L

E V

E E A

S T

A

EL. = 796.60

LEVEE A OVERBUILD

E N

D

LE

V E E A

S

TA

TIO

N 9+30

BOUNDARY

CONSTRUCTION

'-0

GROUND

EXISTING

EL = 796.60

LEVEE A OVERBUILD

EL = 795.10

LEVEE A PGL

LEVEE/FLOODWALL B/L

:1 V

A R

IE

S

V A

R

IE

S

3. SEE SHEET C-501 FOR ACB REVETMENT DETAILS.

2. SEE SHEET C-104 AND C-106 FOR ADDITIONAL GRADING DETAILS.

NOTES AND LEGEND.

1. SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL

FOR DETAILS

SEE SHEET C-102

TEMPORARY 24" CMP

6 IS SELECTED, CLIN 5 IS VOID.

5. CLIN 6 IS INCLUSIVE OF CLIN 5. IF CLIN

4. SEE SHEET C-301 FOR LEVEE OVERBUILD DETAIL.

PROFILE - CLIN 5

C L

IN

S

T A T

O S

T A

C L

IN

S T

H R

U S

T A T

O S

T A

P L

A N A

N D P

R O

F

IL

E

PROFILE - CLINS 1 THRU 4

C L

IN

S

T H

R U

B E

G

IN

L

E V

E E A

S T

A

V A R

IE

S

R

E V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

76576

V A R

IE

S

775775

780 780

CI #13855

S

T

#13820

GI

#13850

GI

#13815

CI

S S

S

S

CLIN 5

GUY

POE STATION 57+15.15

POB STATION 0+28.25=

ADC-3

ADUC-9

ADU-18

ADU-19

ADU-22

ADU-24

ADU-23

ADU-25

PARKING

T R

A

IL

E R

S T

O R

A G

E

PAVEMENT

ASPHALT

(A S P

H A L T P

A V E

M E

N T

C-303

C-202

F.F. EL. = 785.95

M A

N C

H E S T E

R T

R A F F

IC

W A

Y

S P

R U

C E A

V E

N U

E

7' CHAIN & BARB

F.F. EL. = 786.38

C

H A

IN

L

IN

K

F.F. EL. = 787.78

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/6 /2

:2

:0

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -2

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

1+

2+

9+

56+00

57+00

810810

810810

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

LEVEE A B/L

0 804040 20

SCALE: 1" = 40'-0"

0 804040 20

HORIZONTAL SCALE: 1" = 40'-0"

0 104 2 2010 68

VERTICAL SCALE: 1" = 10'-0"

PLAN

M A

N C

H E S

T E

R

GROUND

EXISTING

VARIES

NOTES:

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

B

LU

E R

IV

E R

E

1027000N E

1027000N

C-202

N

H

C-

C-

100-YEAR WSE

S P

IA

C -2

C -3

F

C -2

F

EL. = 795.10

LEVEE A PGL

EL. = 796.60

LEVEE OVERBUILD

EL. 771.50

EL. 774.00

EL. 775.50

GRADING LIMITS

H

3. SEE SHEET C-301 FOR LEVEE OVERBUILD DETAIL.

2. SEE SHEET C-109 FOR ADDITIONAL GRADING DETAILS.

NOTES AND LEGEND.

1. SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL

LEVEE/FLOODWALL B/L

S T

A .0

:1

V A R

IE

S

SEE SHEET C-106

FIELD INLET

CLIN 6

SEE SHEET C-106

TEMPORARY CMP-2

CLIN 6

SEE NOTE 4

DETENTION POND

TEMPORARY

CLIN 6

CLIN 6

POND AND CMP-1 WILL NOT BE CONSTRUCTED.

4. IF CLIN 7 IS SELECTED, TEMPORARY DETENTION

B E

G

IN

C

L

IN

S T

A

C L

IN

S

T A T

O S

T A

P L

A N A

N D P

R O

F

IL

E

PROFILE - CLIN 6

SEE SHEET C-106

TEMPORARY CMP-1

CLIN 6

B E

G

IN

C

L

IN

S

T H

R U

E N

D C

L

IN

S T

A T

IO

N

B E

G

IN

C

L

IN

S

T H

R U

E N

D C

L

IN

10'-0"

3:1

3:1

/3

/1

R

E V

IS

E D P

E R A

M E

N D

M E

N T

V A

R

IE

S V

A R

IE

S

V A

R

IE

S

1 76576

775775

780 780

POE STATION 57+15.15

POB STATION 0+28.25=

ADC-3

ADUC-9

ADU-18

ADU-19

ADU-22

ADU-24

ADU-23

ADU-25

G

PARKING

T R

A

IL

E R

S T

O R

A G

E

PAVEMENT

ASPHALT

(A S P

H A L T P

A V E

M E

N

C-301

C-201

C-106

DETAIL - OVERBUILD

VARIES

1:1

3:1 3:1

VARIE

S

B/L

(IMPERVIOUS FILL)

LEVEE EMBANKMENT6

10'-0"

EL. 795.0

EL. 795.2

M

IN

T

O P S

O

IL

SURFACE COURSE

6" AGGREGATE

ELEVATION 796.50

OVERBUILD

ELEVATION 796.70

OVERBUILD

1:

FINISHED GRADE

A

C-301

SCALE: 1" = 10'-0"

10 20210 0

SCALE: 1" = 10'-0"

10 20210

C-201

C-104

C-102

3. SEE SHEET C-501 FOR ACB DETAILS.

PREPARE SUBGRADE IN ACCORDANCE WITH SPECIFICATIONS.

2. STRIP TOPSOIL A MINIMUM OF 6" BENEATH LEVEE WORK AREAS.

1. SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL NOTES, AND LEGEND.

NOTES:

CLINS 1 THRU 4 TYPICAL SECTION

SEE DETAIL E FOR OVERBUILD DETAIL.

NOTES:

/3

/1

R E

V

IS

E D P

E R A

M E

N D

M E

N T

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/6 /2

:2

:0

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -3

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

EXISTING GROUND

10'-0"

C

C-301 C-503

A

C-301 C-501

1:1

20:1

3.5:1

20:1

M

IN

EL. 790.75

100 YEAR WSEL

SURFACE COURSE

6" AGGREGATE

10'-0"

EL. 771.50

EL. 768.5

GEOTEXTILE FABRIC

PGL

TOE EMBEDMENT

RIPRAP FOR

1:

10'-0"

RIVER SIDELAND SIDE

EL. 795.1

C-301

S P

IA

C -3

.D

G N

:1

TRENCH

INSPECTION

LEVEE

STA. 7+70 TO STA. 9+30

TRENCH

INSPECTION

LEVEE

T Y

P

6" BEDDING

6" BEDDING

AFTER SETTLEMENT

LEVEE DESIGN SECTION

RIVER CHANNEL FILL

O V

E R

B U

IL

D D

E T

A

IL

C L

IN

S

T H

R U S

T A T

O S

T A

Y

P

IC

A L S

E C

T

IO

N S

OVERBUILD GRADE

GRADE

OVERBUILD

NOTE: OVERBUILD GRADE DOES NOT INCLUDE TOPSOIL.

UPPER REACH

RIPRAP FOR

UPPER REACH

RIPRAP FOR

3:1

" M

IN

. T

O P S

O

IL

2%

REVETMENT

ACB

3:1

(IMPERVIOUS FILL)

LEVEE EMBANKMENT

B/L

T Y

P

C-302

C

C-302

C-104 C-102

C-104

C-102 C

C-302 C-503

B

C-302

A

C-302 C-501

A

C-302 C-501

A

C-302 C-501

C-104 C-102

C

C-302 C-503

C

C-302 C-503

CLINS 1 THRU 4 TYPICAL SECTION

CLINS 1 THRU 4 TYPICAL SECTION

2.5:1

3. SEE SHEET C-503 FOR EMBANKMENT BENCHING DETAIL.

PREPARE SUBGRADE IN ACCORDANCE WITH SPECIFICATIONS.

2. STRIP TOPSOIL A MINIMUM OF 6" BENEATH LEVEE WORK AREAS.

1. SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL NOTES, AND LEGEND.

NOTES:

STA. 12+50 TO STA. 17+00

B/L

STA. 17+00 TO STA. 22+25

CLINS 1 THRU 4 TYPICAL SECTION

20:1

BENCH

BENCH

M

IN

B/L

3.5:1

B/L

GROUND

EXISTING

C-302

:1

S P

IA

C -3

.d g n

2.5:1

3.5:1 2.5 :1

STA. 9+30 TO STA. 12+50

BLDG. F.F.

EDGE OF BLDG.

BLDG. F.F.

EDGE OF BLDG.

3.5:1

GROUND

EXISTING

GEOTEXTILE FABRIC

FLOODWALL

FUTURE

FLOODWALL

FUTURE

FLOODWALL

FUTURE

SCALE: 1" = 10'-0"

10 20210

6" BEDDING

12" AGGREGATE SURFACE COURSE

CHANNEL BOTTOM

EL. 790.60

100 YEAR WSEL

EL. 790.15

100 YEAR WSEL

EL. 789.40

100 YEAR WSEL

C L

IN

S T

H R

U S

T A T

O S

T A

T Y

P

IC

A L S

E C

T

IO

N S

APPROX. EL. 745.0

R

E V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

UPPER REACH

RIPRAP FOR

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/6 /2

:2

:0

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -3

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

M

IN

12'-0"

FINISHED GRADE

GEOTEXTILE FABRIC

20'-0"

20'-0" MIN. 12'-0"

12'-0" 12'-0"

765.0 TO 771.5

ELEVATION VARIES

6" BEDDING

VARIES 78'-6" TO 54'-6"

3'-3"

3'-3"

CHANNEL BOTTOM

CHANNEL BOTTOM

40'-0"

TOE EMBEDMENT

RIPRAP FOR

TOE EMBEDMENT

RIPRAP FOR

TOE EMBEDMENT

RIPRAP FOR

M

IN

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

RIVER CHANNEL FILL

UPPER REACH

RIPRAP FOR

REVETMENT

ACB

UPPER REACH

RIPRAP FOR

GROUND

EXISTING

ACB REVETMENT

FINISHED GRADE

REVETMENT

ACB

REVETMENT

ACB

EL. 782.0

EL. 764.4

EL. 765.0

EL. 765 EL. 764.4

EL. 782

EL. 782

A

C-302 C-501

C

C-302 C-503

VARIES

6" BEDDING

3'-3"

TOE EMBEDMENT

RIPRAP FOR

OF AGGREGATE SURFACE COURSE

BEDDING PRIOR TO PLACEMENT

PLACE LAYER OF RIPRAP

1:1

10'-0"

1:

OVERBUILD GRADE

OVERBUILD GRADE

10'-0"

1:1

EL. 791.20

100 YEAR WSEL

3:1

SURFACE COURSE

6" AGGREGATE

F

C-303

" M

IN

. T

O P S

O

IL

SURFACE COURSE

6" AGGREGATE

M

IN

T

O P S

O

IL

M

IN

T

O P S

O

IL

G

C-303

10'-0"

EL. 774.00

EL. 771.00

EL. 774.00

H

C-303

C-202

C-106

C-202

C-106

C-202

C-106

CLIN 6 LEVEE A TYPICAL SECTION

CLIN 6 LEVEE A TYPICAL SECTION

CLIN 6 LEVEE A TYPICAL SECTION

EL. 791.62

100 YEAR WSEL

VARIE

VARIES

3. SEE SECTION E ON SHEET C-301 FOR OVERBUILD DETAIL.

SUBGRADE IN ACCORDANCE WITH SPECIFICATIONS.

2. STRIP TOPSOIL A MINIMUM OF 6" BENEATH LEVEE WORK AREAS. PREPARE

1. SEE SHEET G-004 FOR ABBREVIATIONS, GENERAL NOTES, AND LEGEND.

NOTES:

R

E V

IS

E D P

E R A

M E

N D

M E

N T

/3

/1

D e s ig n e d b y

D a te

US Army Corps of Engineers

S u b m it te d b y

Kansas City District

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

P lo t s c a le

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

D ra w n b y

C h e c k e d b y

Number:

Reference

Sheet

S Y

M

...\SPIA_C-

h a l6

/1 /2

:4

:0

P

M c p w w o rk in g \p p w fe d \d

\S

P

IA

C -3

.d g n

F -1

-8

-0

T F P

S K

H

M J F

R E

F

B A

N K S

T A

B

IL

IZ

A T

IO

N P

R O J E

C T

K A

N S

A S C

IT

Y

M

IS

S O

U R I

S W

O P

E P

A R

K I

N D

U S

T R

IA

L A

R E

A J

U L

Y

1:

EXISTING GROUND

TRENCH

INSPECTION

LEVEE

DETENTION POND

TEMPORARY

EL. 790.75

100 YEAR WSEL

" M

IN

. T

O P

S O

IL

EL. 774.00

10'-0"

10'-0"

3:1 3:1

VARIES

3:1

3:1

STA. 0+47 TO STA. 3+75

STA. 3+75 TO STA. 7+70

C-303

T Y

P

S P

IA

C -3

.d g n

:1

STA. 7+70 TO STA. 9+30

C L

IN

L

E V

E

A

Y

P

IC

A L S

E C

T

IO

N S

SEE SECTION A SHEET C-301

CLINS 1 THRU 4

AFTER SETTLEMENT

LEVEE DESIGN SECTION

GRADE

OVERBUILD

GRADE

OVERBUILD

AFTER SETTLEMENT

LEVEE DESIGN SECTION

OVERBUILD GRADE

SCALE: 1" = 10'-0"

10 20210

TRENCH

INSPECTION

LEVEE

EL. 775.00

DETENTION POND

TEMPORARY

2%

10'-0"

10'-0"

3:1

3:1

VARIES

3:1

B/L

PGL

LAND SIDE

RIVER SIDE6

" M

IN

. T

O P S

O

IL

(IMPERVIOUS FILL)

LEVEE EMBANKMENT

LAND SIDE

RIVER SIDE

B/L

PGL

(IMPERVIOUS FILL)

LEVEE EMBANKMENT

T Y

P

EL. 775.00

EL. 771.00

B/L

LAND SIDE