Reference_Drawings10-B-0002_Roseau_FRM_Reach2BC_Half_Size.pdf

PDF 1 MB Posted May 13, 2014

Attached to: Roseau Flood Risk Management, Reach 1, Roseau, Minnesota
Solicitation number: W912ES-14-R-0003
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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Reference Drawings

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File	Type	Posted
Amendment_0003_14-R-0003_Roseau_Reach_1.pdf	PDF	May 15, 2014
Amendment_0002_14-R-0003_Roseau.pdf	PDF	May 13, 2014
01_57_20.00_13_Attachment_3_AMENDED_DNR_issued_2010-0396_permit.pdf	PDF	Apr 25, 2014
14-R-0003_Amendment_0001.pdf	PDF	Apr 25, 2014
Reach_1_Full-Size_Plan_Set-4-15-14-SIGNED.pdf	PDF	Apr 17, 2014
Reach_1_Half-Size_Plan_Set-4-15-14-SIGNED.pdf	PDF	Apr 17, 2014
RFRMRCH1_ROSEAU_SWPPP_MN_APR2014_wEXHIBITS.pdf	PDF	Apr 17, 2014
Specification_Roseau_Reach_1_-_April_2014.pdf	PDF	Apr 17, 2014
Reach_1_Half-Size_Plan_Set-4-15-14-SIGNED.pdf	PDF	Apr 17, 2014
Specification_Roseau_Reach_1_-_April_2014.pdf	PDF	Apr 17, 2014
RFRMRCH1_ROSEAU_SWPPP_MN_APR2014_wEXHIBITS.pdf	PDF	Apr 17, 2014

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C M

B M N

G S R

C M

V C

18" CMP

C J

S T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

S p p r o j e c t s

A E

C E

M V

P d s g n

P la n

S e t

E n g in e e r in g a n d

D e s ig n

C iv il

R D

H R

C p ln .d g n

G34

G145

G144

G143

D59

D60

D96

D97

D98

D61 D62

G146

D102

D101D100

G142

D99

G141

G147

G36

G35

G14

G15

G22

G23

TDP1

TDP8

PLAN VIEW

NOTES:

KEY PLAN

W A

Y N

E S

W A

M B

O L

M A

R K A

A N

G E

L O

S A

O /S

L S

U .S

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M Y C

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R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

M M /D

D /Y

Y Y

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

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S E

A U R

E R

R O

S E

A U

N E

S O

T A

C-105

R D

C -1 p ln .d g n

L E

V E

E S

T A C

O C

M A

T C

H L

E W

H S

H E

E T C -1

N ,1

E 1,989,000

E 1,989,500

E 1,990,000

07-28M

07-16M

TD2

TD1

TD4

TD3

0.031%

0.125%

0.126%

BBB

C-314

CCC

C-314

C-307

C-301

200’0 100’

SCALE IN FEET

09-56TP

09-57TP

09-58TP

09-59TP

P L

A N C

H A

N N

E L S

T A

S T

A G

O G

M A

T C

H L

E W

H S

H E

E T C -1

1. EXISTING SURVEY DOES NOT REFLECT TH 11 BRIDGE WORK .

OUTLET PIPE

TRENCH DRAIN 30

C-505

V A

C-302

C-307

C-308

TIE-IN

TRUNK HIGHWAY 11 4

C-404

3.5:1

SHEET NO:

LP104

L-601 TO L-602

L-105

C-606 TO C-609

C-602 TO C-603

C-601

CU405

CU201

C-224 TO C-225

C-213 TO C-214

C-204 TO C-205

C-001

G-005

G-003 TO G-004

REFERENCES:

PLAN - TURF ESTABLISHMENT

CONTROL - TRAIL ALIGNMENTS

PLAN - MULTI-USE, MOTORIZED TRAILS & SIGNAGE

CONTROL - GRADING

CONTROL - ALIGNMENTS

CONTROL - LIMITS OF WORK

PLAN & PROFILE - STORM SEWER AT TH 11

PROFILE - TRENCH DRAIN

PROFILE - WEST LEVEE SOUTH

PROFILE - EAST LEVEE SOUTH

PROFILE - DIVERSION CHANNEL

GENERAL PLAN & HORIZ / VERT CONTROL

LEGEND & GENERAL NOTES

CONSTRUCTION DRAWING INDEX

R E

A C

W E

S -1

-B -0

C-303

3.5:1

T H

WEST LEVEE SOUTH C/L

DIVERSION CHANNEL C/L

DITCH

PI-6

G 60+00 PI-G4

G 65+00

G 70+00

G 75+00

G 80+00

G 85+00

LIMITS OF WORK

MOTORIZED TRAIL C/L

BOXES TO BE RELOCATED BY OTHERS

OVERHEAD POWER LINES, INCLUDING

TO BE RELOCATED BY OTHERS

UNDERGOUND COMMUNICATION LINE

MATCH EXIST SHOULDER

T H

TRENCH DRAIN

8" PERFORATED HDPE

150’ CHANNEL BOTTOM

TRENCH DRAIN

8" PERFORATED HDPE

WITH MULTI-USE TRAIL

EAST LEVEE SOUTH C/L

PI-G5

PI-G6

TO BE RELOCATED BY OTHERS

UNDERGROUND POWER LINES

C 30+00

C 35+00

C 40+00

C 45+00

C 50+00

PI-C3

PI-C5

DITCH

135+00

140+00

145+00

150+00

155+00

TRAIL C/L

MULTI-USE PI-C6

PI-C4

WL19

WL20

WL21

WL22

WL23

WL41

WL42WL43

WL44

WL45

SHOULDER

MATCH EXIST

Contract No. W912ES-12-C-0003

C M

B M N

G S R

C M

C J

50 1050

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

P M

S p p r o j e c t s

A E

C E

M V

P d s g n

P la n

S e t

E n g in e e r in g a s ig n il

R D

H R

C p ln .d g n

D31 D30

TDP2

TDP3

TDP4

TDP5

TDP6

TDP7

TDP9

TDP10

TDP12

TDP13

TDP11

PLAN VIEW

KEY PLAN

W A

Y N

E S

W A

M B

O L

M A

R K A

A N

G E

L O

S A

O /S

L S

A R

M Y C

O R

P S O

F E

N G

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R S

S T P

A U

L D

T R

S T P

A U

N E

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T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

M M /D

D /Y

Y Y

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

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R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

C-106

R D

C -1 p ln .d g n

200’0 100’

SCALE IN FEET

P L

A N

M A

T C

H L

E W

H S

H E

E T C -1

E 1,989,000

E 1,989,500

E 1,990,000

N ,1

07-13M

07-15M

07-14MU

07-14M

07-7M

07-5MU

07-5M

07-6M

TD7

TD8

C-3

TD5

TD6

NOTES:

1. EXISTING SURVEY DOES NOT REFLECT TH 11 BRIDGE WORK .

TRUNK HIGHWAY 11 TIE-IN

C-404

C-3

5:1

C H

A N

N E

L S

T A

OUTLET PIPE

TRENCH DRAIN 30

C-505

RAILROAD AREA

C-405

SHEET NO:

S-408

LP105

L-601 TO L-602

L-106

C-606 TO C-609

C-602

C-601

CU405

CU201

C-205 TO C-206

C-001

G-005

G-003 TO G-004

R E

A C

CREFERENCES:

WATER CONTROL STRUCTURE 3 - PLANS & SECTION

PLAN - TURF ESTABLISHMENT

CONTROL - TRAIL ALIGNMENTS

PLAN - MULTI-USE, MOTORIZED TRAILS & SIGNAGE

CONTROL - GRADING

CONTROL - ALIGNMENTS

CONTROL - LIMITS OF WORK

PLAN & PROFILE - STORM SEWER AT TH 11

PROFILE - TRENCH DRAIN

PROFILE - DIVERSION CHANNEL

GENERAL PLAN & HORIZ / VERT CONTROL

LEGEND & GENERAL NOTES

CONSTRUCTION DRAWING INDEX

W E

S -1

-B -0

T H

R A

R O

A D

N E

S O

T A N

O R

T H

E R

LIMITS OF WORK

BY OTHERS

TH 11 BRIDGE WORK

DIVERSION CHANNEL C/L

MULTI-USE TRAIL C/L

MOTORIZED TRAIL C/L

PI-G6

160+00 PI-7

+00

BOTTOM

150’ CHANNEL

PI-8

REACH 1 STA 15+21.28

REACH 2B & 2C STA 172+23.03 =

WL21

WL22

WL23

WL24

WL25 WL26

WL27 WL28

WL29

WL30 WL31

WL32

WL33

WL34

WL35

WL36

WL37

WL38

WL39

WL40

WL41

WL42

STRUCTURE 3

WATER CONTROL

TO BE RELOCATED BY OTHERS

UNDERGOUND CABLE TV LINE

TERMINATE AT GRADE WITH CAP AT TDP7

8" PERFORATED HDPE TRENCH DRAIN

TERMINATE AT GRADE WITH CAP AT TDP13

8" PERFORATED HDPE TRENCH DRAIN

1060 1060

E L E

V A

1060 1060

E L E

V A

E L E

V A

E L E

V A

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

A N

S I

St. Paul District

S T P

A U

M N

M M /D

D /Y

Y Y

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

M A

R K A

A N

G E

L O

S A

O /S

L S

CU201

R D

C U p rf .d g n

P R

O F

W A

Y N

E S

W A

M B

O L

TRENCH DRAIN PROFILE

T R

E N

C H D

R A

TRENCH DRAIN PROFILE

D J S /D

A O

159+00 160+00 161+00 162+00

163+00

149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00

164+00 165+00 166+00 167+00 169+00168+00 170+00 171+00 172+00162+00

S T

SHEET NO:

C-609

C-505

C-106

C-105

REFERENCES:

CONTROL - GRADING

DETAILS - TRENCH DRAIN

PLAN - CHANNEL

PLAN - CHANNEL & LEVEES

R E

A C

W E

S -1

-B -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

P M

S p p r o j e c t s

A E

C E

M V

P d s g n

P la n

S e t

E n g in e e r in g a s ig n il

R D

H R

U p r f .d g n

TD6 TD5

TC 1047.63 TC 1049.19

(RIGHT)

EXISTING GROUND OVER TRENCH DRAIN

(LEFT)

EXISTING GROUND OVER TRENCH DRAIN

8" PERFORATED HDPE TRENCH DRAIN

INV’S 1039.53

INV’S 1039.60

TD3

TD4

TD1

TD2 TC 1047.05

TC 1047.21

TC 1047.81

TC 1047.89

INV 1039.76

INV 1039.75

(RIGHT)

EXISTING GROUND OVER TRENCH DRAIN

(LEFT)

EXISTING GROUND OVER TRENCH DRAIN

8" PERFORATED HDPE TRENCH DRAIN

TH11 BRIDGE

INV’S 1039.72

TD7

TC 1051.92

(LEFT)

EXISTING GROUND OVER TRENCH DRAIN

(RIGHT)

EXISTING GROUND OVER TRENCH DRAIN

8" PERFORATED HDPE TRENCH DRAIN

TD8

TC 1053.10

INV 1039.68

INV 1039.75 INV 1039.76

AT TDP13

TERMINATE AT GRADE WITH CAP

AT TDP7

TERMINATE AT GRADE WITH CAP

INV’S 1039.72

File details come from the government source that posted it. Updated Nov 14, 2017.