Supplement_A_Construction_Plans.pdf

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Attached to: Ferguson Bayou Hydrologic Reconnection
Opportunity number: F20AS00037
Issued by: Department of the Interior

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Supplement A- Construction Plans

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R I V E R

R D

HART RD.

SHIAWASSEE

NATIONAL WILDLIFE

REFUGE

S P A U

L D

I N

R A I N

FERGUSON BAYOU

BARTEL RD.

W MOORE RD.

MICHIGAN

R e v i s i o n s

B y

D a t e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

C p e c s d w g

P M

P a t r i c k

L y d o n

C o v e r

S h e e t

N o n e

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

M A

B O

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

C O

V E R

S H

E E T

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

W I L D

L I F E

R E F U

G E

S A G

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T Y

MI-222-2_000 CS & Specs

DC/KR

11/13/2018

US-MI-222-2

GLARO-MI3-094-000

NOTICE: Construction site safety is the sole responsibility of the contractor. Ducks Unlimited, Inc. shall not assume any responsibility for the safety of the work performed, persons engaged in the work, nearby structures, or of other persons on-site.

This material, data and information is the property of Ducks Unlimited, Inc. It may not be used or reproduced for any purpose without the prior written consent of an authorized agent of Ducks Unlimited, Inc. Ducks Unlimited, Inc. makes no representation or warranty of any kind regarding this material, data and information, including, but not limited to, the accuracy of the material, data and information or its suitability for any purpose. All use of the material, data and information is at the users sole risk. By using any of this material, data and information, user agrees that Ducks Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

FERGUSON BAYOU

SHIAWASSEE NATIONAL WILDLIFE REFUGE

SAGINAW COUNTY, MI

IN COOPERATION WITH

U.S. FISH AND WILDLIFE SERVICE

PROJECT LOCATION

Know what's below.

Call before you dig.

85% PLANS

SHEET INDEX

000 COVER SHEET

001 SPECIFICATIONS AND NOTES

101 OVERALL EXISTING CONDITIONS

102 TOPOGRAPHIC SURVEY

103 TOPOGRAPHIC SURVEY

201 OVERALL SITE PLAN

301 WCS STR NORTH PLAN & PROFILE

302 WCS STR SOUTH PLAN & PROFILE

303 SOUTH STRUCTURE EAST DITCH CONNECTION

304 WCS STR WEST & MAANKIKI FERGUSON DITCH CONNECTION

305 GREFE STR PLAN & PROFILE

401 CONSTRUCTION DETAILS

402 CONSTRUCTION DETAILS

403 CONSTRUCTION DETAILS

501 STORM WATER POLUTION PREVENTION PLAN

502 STORM WATER POLUTION PREVENTION PLAN

(16 SHEETS)

e v i s i o n s

B y

D a t e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

C p e c s d w g

P M

P a t r i c k

L y d o n

S p e c s o t e s

N o n e

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

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N A L

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I G w w w d u c k s o r g

S P E C I F I C A T I O

N S

A N

N O

T E S

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

W I L D

L I F E

R E F U

G E

S A G

I N

U N

T Y

MI-222-2_000 CS & Specs

DC/KR

11/13/2018

US-MI-222-2

GLARO-MI3-094-001

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

ESTIMATED QUANTITIES

NOTE SPEC # DESCRIPTION

QUANTITY

UNIT

# 201 MOBILIZATION LS 1

# 202 SITE PREPARATION MAANKIKI FERGUSON DITCH CY-P 120

# 202 SITE PREPARATION EAST CONNECTION DITCH CY-P 950

# 203 EXCAVATION MAANKIKI FERGUSON DITCH CY-P 741

# 203 EXCAVATION EAST CONNECTION DITCH CY-P

5,765

# 205 CONSTRUCTED TOPOGRAPHY POND FILL CY-P

5,573

# 205

CONSTRUCTED TOPOGRAPHY MAANKIKI ACCESS ROAD

REMOVAL

CY-P 312

# 205 TEMPORARY ACCESS ROAD CONSTRUCTED TOPOGRAPHY CY-P 60

# 301 WATER CONTROL STRUCTURE EA 4

# 305

RIPRAP, REVETMENT & AGGREGATE PLACEMENT

TN 695

# 316 DIKE AND ACCESS ROAD SURFACING LS 1

# 401 SOIL EROSION AND POLLUTION CONTROL LS 1

# 402 SEEDING AND MULCHING AC-P 5.0

# 404 TRAFFIC MAINTENANCE AND CONTROL LS 1

SPECIFICATIONS

101 GENERAL CONDITIONS

102 SUPPLEMENTAL CONDITIONS

201 MOBILIZATION

202 SITE PREPARATION

203 EXCAVATION

204 EMBANKMENT CONSTRUCTION

205 CONSTRUCTED TOPOGRAPHY

301 WATER CONTROL STRUCTURES

302 STRUCTURE AND CULVERT APPURTENANCES

305 RIPRAP, REVETMENT AND AGGREGATE PLACEMENT

316 DIKE AND ROAD SURFACING

401 SOIL EROSION AND POLLUTION CONTROL

402 SEEDING AND MULCHING

404 TRAFFIC MAINTENANCE AND CONTROL

GENERAL NOTES:

1. ALL EQUIPMENT UTILIZED IN THE PROJECT ACTIVITIES SHALL BE WASHED PRIOR TO

LEAVING THE SITE. CLEANING SHALL CONSIST OF POWER-WASH (1000 PSI MINIMUM) AND

CLEANED WITH CLEAN WATER WITH NO SOAPS OR CHEMICALS.

2. DEWATERING, WATER MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY AND IS CONSIDERED

INCIDENTAL TO THE PROJECT. ALL DEWATERING MEASURES SHALL BE APPROVED BY THE DUCKS

UNLIMITED ENGINEER PRIOR TO INSTALLATION TO ENSURE COMPLIANCE WITH ANY AND ALL STORM

WATER AND EROSION CONTROL REQUIREMENTS. PUMPING AND SEDIMENT CONTROL PLAN MUST BE

PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION.

3. ANY COFFER DESIGN AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR

ALL COFFERS.

BM 1

BM 2

BM 3

BM 11

BM 4

BM 5

BM 6

BM 7

BM 8

TREES

POND POND

POND

FIELD

CATTAILSWATER SURFACE

581.41

MAANKIKI MARSH

FERGUSON BAYOU

W I L D L I F E

D R I V E

S P A U L D I N G

D R A I N

WILD

LIFE

DRI

BARTEL RD.

TOP EXISTING DIKE

OPEN

WATER

GREFE POOL

REFER TO VIEW 1

REFER TO VIEW 2

REFER TO VIEW 4

REFER TO VIEW 5

REFER TO VIEW 3

8/8/2018

REFER TO VIEW 6

GRAPHIC SCALE

1 inch = feet

0 2000500 1000250

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2 TOPO

CAD FILE:

GLARO-MI3-094-101

11/13/2018

US-MI-222-2

F E R G

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I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

T O

P O d w g

P M

P a t r i c k

L y d o n

V E R A L L

S U

R V E Y

S C A L E

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

LEGEND

EXISTING DIKE

SURVEY CONTROL

BENCHMARK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING TREE LINE

EXISTING ROAD

G R E A T

L A K E S A T L A N

T I C

R E G

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N A L

F F I C E

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U L E V A R D

B U

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I G w w w d u c k s o r g

O V E R A L L

E X I S T I N

C O

N D

I T I O

N S

EXISTING WATER CONTROL STRUCTURE

AutoCAD SHX Text W

AutoCAD SHX Text C S

AutoCAD SHX Text W

AutoCAD SHX Text C S

AutoCAD SHX Text W

AutoCAD SHX Text C S

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text C S

BM 2

BM 7

BM 8

MAANKIKI

MARSH

FERGUSON BAYOU

S P A U L D I N G

D R A I N

W I L D L I F E

D R I V E

FERGUSON BAYOU

S P A U L D I N G

D R A I N

W I L D L I F E

D R I V E

FERGUSON BAYOU

MATCH LINE VIEW 3

MATCH LINE VIEW 4

48" GATE & HDPE CULVERT

TOP ELEV: 584.56'

TOP CONCRETE

583.00

S P A U L D I N G

D R A I N

W I L D L I F E

D R I V E

FERGUSON BAYOU

TREES

POND

MATCH LINE VIEW 3

MATCH LINE VIEW 4

GRAPHIC SCALE

1 inch = feet

0 20050 10025

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2 TOPO

CAD FILE:

GLARO-MI3-094-102

11/13/2018

US-MI-222-2

F E R G

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I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

T O

P O d w g

P M

P a t r i c k

L y d o n

T O

S C A L E

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

T O

P O

G R A P H

I C

S U

R V E Y

VIEW 1 TOPOGRAPHIC SURVEY

1" = 50'

VIEW 2 TOPOGRAPHIC SURVEY

1" = 50'

VIEW 4 TOPOGRAPHIC SURVEY

1" = 50'

LEGEND

EXISTING DIKE

EDGE OF WATER

EXISTING SPOT ELEVATION

SURVEY CONTROL

BENCHMARK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF PAVEMENT

EXISTING PIPE

VIEW 3 TOPOGRAPHIC SURVEY

1" = 50'

BM 4

BM 5

BM 6

S P A U L D I N G

D R A I N

W I L D L I F E

D R I V E

FERGUSON BAYOU

36" HDPE CULVERT

INV ELEV: 584.97'

36" GATE & HDPE CULVERT

INV ELEV: 585.83'

BM 1

BM 2

BM 3

BM 11

BM 7

BM 8

S P A U L D I N G

D R A I N

W I L D L I F E

D R I V E

MAANKIKI

MARSH

FERGUSON BAYOU

24" GATE & CMP CULVERT

INV ELEV: 579.20'

GRAPHIC SCALE

1 inch = feet

0 20050 10025

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2 TOPO

CAD FILE:

GLARO-MI3-094-103

11/13/2018

US-MI-222-2

F E R G

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I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

T O

P O d w g

P M

P a t r i c k

L y d o n

T O

R V E Y

S C A L E

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

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D E X T E R

I C H

I G w w w d u c k s o r g

T O

P O

G R A P H

I C

S U

R V E Y

VIEW 5 TOPOGRAPHIC SURVEY

1" = 50'

LEGEND

EXISTING DIKE

EDGE OF WATER

EXISTING SPOT ELEVATION

SURVEY CONTROL

BENCHMARK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF PAVEMENT

EXISTING PIPE

VIEW 6 TOPOGRAPHIC SURVEY

1" = 50'

AutoCAD SHX Text 8/8/2018

BM 2

BM 3

BM 11

BM 4

BM 5

BM 6

BM 7

BM 8

TREES

POND POND

POND

FIELD

CATTAILSWATER SURFACE

581.41

MAANKIKI MARSH

FERGUSON BAYOU

W I L D L I F E

D R I V E

S P A U L D I N G

D R A I N

WILD

LIFE

DRI

BARTEL RD.

TOP EXISTING DIKE

OPEN

WATER

GREFE POOL

8/8/2018

PROPOSED WATER CONTROL STRUCTURE SOUTH

(REFER TO SHEET 302 WCS STR SOUTH PLAN & PROFILE)

PROPOSED SOUTH STRUCTURE EAST DITCH CONNECTION

PROPOSED WATER CONTROL STRUCTURE

NORTH

(REFER TO SHEET 301 WCS STR NORTH PLAN

& PROFILE)

PROPOSED STR-3

WATER CONTROL

STRUCTURE WEST

(REFER TO SHEET

304)

PROPOSED MAANKIKI AND FERGUSON DITCH CONNECTION

EXISTING STRUCTURE TO REMAIN

PROPOSED WATER CONTROL STRUCTURE GREFE

POOL

(REFER TO SHEET 305 WCS STR GREFE POOL PLAN

& PROFILE)

PROPOSED TEMPORARY ACCESS ROAD

PROPOSED SPOIL AREA

R e v i s i o n s

B y

D a t e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

S i t e

P l a n d w g

P M

P a t r i c k

L y d o n

O v e r a l l

S i t e

P l a n

N o n e

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

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P L A N

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MI-222-2_200 Site Plan

DC/KR

11/13/2018

US-MI-222-2

GLARO-MI3-094-201

GRAPHIC SCALE

1 inch = feet

0 2000500 1000250

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"

FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

LEGEND

PROPOSED FULL SERVICE LEVEL

(FSL): 134.12 ACRES

PROPOSED DITCH

PROPOSED SPOIL AREA

Know what's below.

Call before you dig.

EXISTING WATER CONTROL

STRUCTURE

PERMIT QUANTITIES

ORDINARY HIGH WATER MARK

BASED ON EXISTING POOL ELEVATION IN FERGUSON BAYOU

582.50

RIPRAP CALCULATIONS

WCS

NORTH

WCS

SOUTH

WCS WEST GREFE STRUCTURE TOTAL

MAX LENGTH ABOVE OHWM (FT) 22 45 10 27 104

MAX WIDTH ABOVE OHWM (FT) 50 46 40 55 191

MAX DEPTH ABOVE OHWM 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

VOLUME ABOVE OHWM (CY) 51 74 17 75 217

AREA ABOVE OHWM (SF) 1,378 1,994 450 2,047 5,869

MAX LENGTH BELOW OHWM (FT) 31 34 46 59 170

MAX WIDTH BELOW OHWM (FT) 53 40 33 32 158

MAX DEPTH BELOW OHWM 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

VOLUME BELOW OHWM (CY) 51 50 40 62 203

AREA BELOW OHWM (SF) 1,377 1,355 1,090 1,661 5,483

EARTHWORK VOLUMES & AREAS

PERMANENT EARTHWORK (CY) 7,320 (CUT) 5,618 (FILL)

TOTAL DISTURBED AREA FOR

PERMANENT EARTHWORK

(ACRES)

3.03 AC

TEMPORARY EARTH COFFER &

ACCESS ROAD EARTHWORK

(CY)

2,326 (CUT) 0 (FILL)

AREA OF TEMPORARY EARTH

COFFER & ACCESS ROAD

DISTURBANCE (ACRES)

0.70 AC

VOLUME FINAL EARTHWORK

BELOW OHWM (CY)

6,058 (CUT) 5,606 (FILL)

DISTURBED PERMANENT AREA

BELOW OHWM (ACRES)

2.42 AC

AutoCAD SHX Text W

AutoCAD SHX Text C S

AutoCAD SHX Text W

AutoCAD SHX Text C S

AutoCAD SHX Text W

AutoCAD SHX Text C S

AutoCAD SHX Text W

C S

SPAULDING DRAIN

I L D L I F E

D R I V E

FERGUSON BAYOU

PROPOSED TEMPORARY EARTH COFFER

±180 LF, 10' TOP @ EL. 586.0 WITH

2:1 SIDE SLOPES

PROPOSED TEMPORARY

SHEET PILE COFFER,

120 LF, TOP EL. 586.50

0+00

0+50

1+00

1+50

2+00

2+05

North WCS

Station=0+96.59 elev = 588.500

INV. ELEV: 578.30

TOP ELEV: 576.80

ELEV: 575.80

ELEV: 576.30

INV. ELEV: 578.30

17.4'

TOP OF GATE MOUNT EL. 582.50

15.5 LF OF 57" x 38" ARCH CMP @0.0%

50 LF OF 57" x 38" ARCH CMP @ 0.0%

FERGUSON UNIT

SPAULDING DRAIN

ARCH PIPE FLARED

END SECTION

(TYP.)

TOP SHEET PILE

COFFER EL.

586.50

TOP EARTH

COFFER EL.

586.00

10.0'

PIPE ANCHOR (TYP.)

REFER TO DETAIL

1 2

10.0'

PIPE BEDDING AND BACKFILL

(REFER TO DETAIL)

PIPE BEDDING SHALL TERMINATE WHEN MINIMUM COVER BETWEEN

BOTTOM OF RIPRAP AND TOP OF BEDDING IS 1' (TYP.)

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

10 205

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2_200 Site Plan

CAD FILE:

GLARO-MI3-094-301

11/13/2018

US-MI-222-2

F E R G

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S i t e

P l a n d w g

P M

P a t r i c k

L y d o n

C S

S T R

N o r t h

P l a n r o f i l e

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

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U L E V A R D

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D E X T E R

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I G w w w d u c k s o r g

W C S

S T R

O R

R O

F I L E

NORTH WATER CONTROL STRUCTURE PLAN

1" = 10'

PLAN LEGEND

EDGE OF WATER

EXISTING SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF ROADWAY

STR-1 NORTH WATER CONTROL STRUCTURE PROFILE

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 10'

38"

RISERARCH PIPE

GA.GA. SIZESPAN

STRUCTURE

C C

10 72" 8 582.50588.50 575.80 578.30 578.30 15.5 LF 55 LF 17.4' 12.2' 8

TOP OF

DIKE

TOP OF

RISER

FULL

SERVICE

LEVEL

CONCRETE

BASE

INLET I.E. OUTLET I.E.

TOP DIKE

WIDTH

INLET

LENGTH

OUTLET

LENGTH

L - L

OFFSET

RISER

HEIGHT

"H"

No. OF

STOPLOGS

(NOTE #9)

STR-1

(NORTH STRUCTURE)

RISE

57"

MATCH EX. ±

588.75

MATCH EX. ±

25.0'

NOTES:

1. ALL METAL PIPE SHALL BE CONNECTED WITH

CONNECTING BANDS.

2. INLET AND/OR OUTLET PIPES GREATER THAN 20

LINEAR FEET SHALL BE FABRICATED USING

MULTIPLE SECTIONS, NOT TO EXCEED 20 LINEAR

FEET, CONNECTED WITH BAND COUPLERS. A

FULL 20 FOOT SECTION MUST BE UTILIZED AS

THE END SECTION OF PIPE.

3. REFER TO CONSTRUCTION DETAIL SHEETS FOR

ADDITIONAL STRUCTURE INFORMATION

4. SHEET PILE COFFER MUST BE USED ON

SPAULDING DRAIN SIDE.

5. EARTH COFFER, SHEET PILE COFFER, OR

DRAINING OF UNIT MAY BE USED ON

IMPOUNDMENT SIDE. EARTH COFFER SHOWN

REPRESENTS MAXIMUM AREA AND VOLUME FOR

PERMIT COMPLIANCE.

6. COFFERS SHOWN ON DRAWING ARE CREATED

FOR PERMIT CALCULATIONS, AND ARE

REPRESENTATIONAL ONLY. CONTRACTOR IS

RESPONSIBLE FOR ALL COFFER DESIGN.

7. RIPRAP SHALL BE PLACED AROUND RISER

ENSURING 1' MAXIMUM DROP BETWEEN THE

RISER TOP AND TOP OF ROCK.

8. PROPOSED CONTOURS SHOWN ARE TO TOP OF

RIPRAP.

9. No. OF STOPLOGS INCLUDES THE ADDITIONAL

STOPLOG POSITIONED UNDER THE GATE ON

FRAME.

PROPOSED TEMPORARY EARTH

COFFER DAM

PROPOSED COFFER DAM

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED PIPE

PROPOSED FLARED END SECTION

12.0'

GATE

FRAME

HEIGHT

PROPOSED TEMPORARY SHEET PILE

COFFER DAM

No. OF FISH

GRATES

PROPOSED RIPRAP

* INCLUDES THE STOPLOG BELOW THE GATE ON FRAME

36" HDPE CULVERT

INV ELEV: 584.97'36" GATE & HDPE CULVERT

INV ELEV: 585.83'

PROPOSED TEMPORARY EARTH COFFER

±125 LF, 10' TOP @ EL. 586.0 WITH

2:1 SIDE SLOPES

PROPOSED TEMPORARY

SHEET PILE COFFER,

115 LF, TOP EL. 586.50

0+00

0+50

1+00

1+50

1+81

44 LF OF 57" x 38" ARCH CMP @ 0.0%

19.5 LF OF 57" x 38"

ARCH CMP @ 0.0%

EAST CHANNEL CONNECTION

South WCS

Station=0+85.33 elev = 589.500

INV. ELEV: 578.30 INV. ELEV: 578.30

TOP ELEV: 576.80

ELEV: 575.80

ELEV: 576.30

ARCH PIPE

FLARED END

SECTION

(TYP.)

12.0'

TOP OF GATE MOUNT EL. 582.50

FERGUSON UNIT

SPAULDING DRAIN

TOP EARTH

COFFER EL.

586.00

TOP SHEET PILE

COFFER EL.

586.50

10.0'

PIPE ANCHOR

(TYP.)

REFER TO DETAIL

10.0'

PIPE BEDDING AND BACKFILL

(REFER TO DETAIL)

PIPE BEDDING SHALL TERMINATE WHEN MINIMUM

COVER BETWEEN BOTTOM OF RIPRAP AND TOP OF

BEDDING IS 1' (TYP.)

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

10 205

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2_200 Site Plan

CAD FILE:

GLARO-MI3-094-302

11/13/2018

US-MI-222-2

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

W I L D

L I F E

R E F U

G E

S A G

I N

U N

T Y

I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

S i t e

P l a n d w g

P M

P a t r i c k

L y d o n

C S

S T R

S o u t h

P l a n r o f i l e

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

W C S

S T R

S O

R O

F I L E

SOUTH WATER CONTROL STRUCTURE PLAN

1" = 10'

I L D

L I F E

R I V E

PLAN LEGEND

EXISTING PIPE

FERGUSON UNIT

SPAULDING

DRAIN

STR-2 SOUTH WATER CONTROL STRUCTURE PROFILE

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 10'

38"

RISERARCH PIPE

GA.GA. SIZESPAN

STRUCTURE

C C

10 72" 8 582.50589.50 575.80 578.30 578.30 19.5 LF 44 LF 12' 13.2' 8

TOP OF

DIKE

TOP OF

RISER

FULL

SERVICE

LEVEL

CONCRETE

BASE

INLET I.E. OUTLET I.E.

TOP DIKE

WIDTH

INLET

LENGTH

OUTLET

LENGTH

L - L

OFFSET

RISER

HEIGHT

"H"

No. OF

STOPLOGS

(NOTE #9)

STR-2

(SOUTH STRUCTURE)

RISE

57"

MATCH EX. ±

589.70

MATCH EX. ±

16.0'

EXISTING

CULVERT TO

REMAIN

EDGE OF WATER

EXISTING SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF ROADWAY

PROPOSED COFFER DAM

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED PIPE

PROPOSED FLARED END SECTION

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

(000)

13.0'

GATE

FRAME

HEIGHT

NOTES:

1. ALL METAL PIPE SHALL BE CONNECTED WITH

CONNECTING BANDS.

2. INLET AND/OR OUTLET PIPES GREATER THAN 20

LINEAR FEET SHALL BE FABRICATED USING

MULTIPLE SECTIONS, NOT TO EXCEED 20 LINEAR

FEET, CONNECTED WITH BAND COUPLERS. A FULL

20 FOOT SECTION MUST BE UTILIZED AS THE END

SECTION OF PIPE.

3. REFER TO CONSTRUCTION DETAIL SHEETS FOR

ADDITIONAL STRUCTURE INFORMATION

4. SHEET PILE COFFER MUST BE USED ON SPAULDING

DRAIN SIDE.

5. EARTH COFFER, SHEET PILE COFFER, OR DRAINING

OF UNIT MAY BE USED ON IMPOUNDMENT SIDE.

EARTH COFFER SHOWN REPRESENTS MAXIMUM

AREA AND VOLUME FOR PERMIT COMPLIANCE.

6. COFFERS SHOWN ON DRAWING ARE CREATED FOR

PERMIT CALCULATIONS, AND ARE

REPRESENTATIONAL ONLY. CONTRACTOR IS

RESPONSIBLE FOR ALL COFFER DESIGN.

7. RIPRAP SHALL BE PLACED AROUND RISER

ENSURING 1' MAXIMUM DROP BETWEEN THE RISER

TOP AND TOP OF ROCK.

8. PROPOSED CONTOURS SHOWN ARE TO TOP OF

RIPRAP.

9. No. OF STOPLOGS INCLUDES THE ADDITIONAL

STOPLOG POSITIONED UNDER THE GATE ON

FRAME.

PROPOSED TEMPORARY SHEET PILE

COFFER DAM

PROPOSED TEMPORARY EARTH

COFFER DAM

No. OF FISH

GRATES

PROPOSED RIPRAP

36" HDPE CULVERT

INV ELEV: 584.97'

36" GATE & HDPE CULVERT

INV ELEV: 585.83'

PROPOSED WATER CONTROL STRUCTURE SOUTH

(REFER TO SHEET 302 WCS STR SOUTH PLAN & PROFILE)

FERGUSON BAYOU

W I L D

L I F E

R I V E

S P A U

L D

I N

R A I N

EXISTING STRUCTURE TO REMAIN

PROPOSED SOUTH STRUCTURE EAST DITCH CONNECTION

13' WIDE BOTTOM @ EL. 580.0 WITH 3:1 SIDE SLOPES

TEMPORARY ACCESS ROAD

FERGUSON BAYOU

W I L D

L I F E

R I V E

S P A U

L D

I N

R A I N

PROPOSED SPOIL AREA FOR

EXCAVATED MATERIAL

FROM EAST DITCH

CONNECTION CHANNEL.

PLACE FILL MATERIAL TO A

MAXIMUM ELEVATION OF

584.2.

TEMPORARY ACCESS ROAD

GRAPHIC SCALE

1 inch = feet

0 20050 10025

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2_200 Site Plan

CAD FILE:

GLARO-MI3-094-303

11/13/2018

US-MI-222-2

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

W I L D

L I F E

R E F U

G E

S A G

I N

U N

T Y

I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

S i t e

P l a n d w g

P M

P a t r i c k

L y d o n

E A S T

I T

N N

E C T I O

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

S O

R U

C T U

R E

E A S T

D I T

N N

E C T I O

EAST DITCH CONNECTION PLAN

1" = 50'

LEGEND

PROPOSED SPOIL AREA

BOUNDARY

APPROXIMATE PROPERTY LINE

EDGE OF WATER

EXISTING SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF ROADWAY

PROPOSED COFFER DAM

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED PIPE

PROPOSED FLARED END SECTION

SURVEY CONTROL

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

(000)

PROPOSED DITCH (REFER TO

CROSS SECTION IN

CONSTRUCTION DETAILS)

SPOIL AREA PLAN

1" = 50'

NOTES:

1. MATERIAL EXCAVATED FROM THE SOUTH

STRUCTURE DITCH CONNECTION CHANNEL

SHALL BE HAULED NORTH APPROXIMATELY 850'

TO THE DESIGNATED SPOIL AREA LOCATION.

FILL SHALL BE PLACE AS SHOWN ON THE PLANS

IN ACCORDANCE WITH DUCKS UNLIMITED

SPECIFICATIONS.

8/8/2018

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+36

TOP ELEV: 590.00

INV. ELEV: 578.30

ELEV: 578.50

TOP ELEV: 576.80

ELEV: 575.80

ELEV: 576.30

TOP OF GATE MOUNT

EL. 582.5

20.0 LF OF 57" x 38"

ARCH CMP @ 0.0%

ARCH PIPE FLARED END

SECTION (TYP.)

46.0 LF OF 57" x 38"

ARCH CMP @ 0.0%

11.0'

10.0'

ELEV: 578.50

TOP EARTH COFFER

EL. 586.00

TOP EARTH

COFFER EL.

586.00

PIPE ANCHOR

(TYP.)

REFER TO DETAIL

10.0'10.0'

PIPE BEDDING AND

BACKFILL (REFER TO

DETAIL)

PIPE BEDDING

SHALL TERMINATE

WHEN MINIMUM

COVER BETWEEN

BOTTOM OF RIPRAP

AND TOP OF

BEDDING IS 1'

(TYP.)

BM 2

BM 7

MAANKIKI

MARSH

FERGUSON BAYOU

PROPOSED STR-3 WATER CONTROL STRUCTURE WEST

(REFER TO SHEET 304)

PROPOSED TEMPORARY EARTH

COFFER ±155 LF, 10' TOP @ EL.

586.0 WITH 2:1 SIDE SLOPES

PROPOSED TEMPORARY EARTH

COFFER ±170 LF, 10' TOP @ EL. 586.0

WITH 2:1 SIDE SLOPES

PROPOSED MAANKIKI AND FERGUSON DITCH CONNECTION

8' WIDE BOTTOM @ EL. 578.5 WITH 3:1 SIDE SLOPES

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

20 4010

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2_200 Site Plan

CAD FILE:

GLARO-MI3-094-304

11/13/2018

US-MI-222-2

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

I L D

L I F E

R E F U

G E

S A G

I N

U N

T Y

I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

S i t e

P l a n d w g

P M

P a t r i c k

L y d o n

C S

S T R

E S

A N

K I K I

I T

N N

E C T I O

P L

F I L E

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

W C S

S T R

E S

A N

K I K I

F E R G

U S O

I T

N N

E C T I O

WCS STR-3 WEST & MAANKIKI, FERGUSON DITCH CONNECTION

PROFILE

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 20'

MAANKIKI

FERGUSON

MAANKIKI & FERGUSON DITCH CONNECTION PLAN

1" = 20'

38"

RISERARCH PIPE

GA.GA. SIZESPAN

STRUCTURE

C C

12 72" - 582.5590.00 575.80 578.30 578.30 20.0 LF 46.0 LF 11.0' 13.7' 8

TOP OF

DIKE

TOP OF

RISER

FULL

SERVICE

LEVEL

CONCRETE

BASE

INLET I.E. OUTLET I.E.

TOP DIKE

WIDTH

INLET

LENGTH

OUTLET

LENGTH

L - L

OFFSET

RISER

HEIGHT

"H"

No. OF

STOPLOGS

(NOTE #9)

STR-3

(WEST STRUCTURE)

RISE

57"

MATCH EX. ±

589.85

MATCH EX. ±

14.0'

PLAN LEGEND

EDGE OF WATER

EXISTING SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF ROADWAY

PROPOSED TEMPORARY COFFER DAM

PROPOSED COFFER DAM

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED PIPE

PROPOSED FLARED END SECTION

SURVEY CONTROL

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

(000)

13.5'

GATE

FRAME

HEIGHT

NOTES:

1. ALL METAL PIPE SHALL BE CONNECTED WITH

CONNECTING BANDS.

2. INLET AND/OR OUTLET PIPES GREATER THAN 20

LINEAR FEET SHALL BE FABRICATED USING

MULTIPLE SECTIONS, NOT TO EXCEED 20 LINEAR

FEET, CONNECTED WITH BAND COUPLERS. A FULL

20 FOOT SECTION MUST BE UTILIZED AS THE END

SECTION OF PIPE.

3. REFER TO CONSTRUCTION DETAIL SHEETS FOR

ADDITIONAL STRUCTURE INFORMATION

4. EARTH COFFER, SHEET PILE COFFER, OR DRAINING

OF UNIT MAY BE USED ON IMPOUNDMENT SIDE.

EARTH COFFER SHOWN REPRESENTS MAXIMUM

AREA AND VOLUME FOR PERMIT COMPLIANCE.

5. COFFERS SHOWN ON DRAWING ARE CREATED FOR

PERMIT CALCULATIONS, AND ARE

REPRESENTATIONAL ONLY. CONTRACTOR IS

RESPONSIBLE FOR ALL COFFER DESIGN.

6. MATERIAL EXCAVATED RESULTING IN A NET CUT

SHALL BE USED TO EXTEND THE MAANKIKI

BARRIER BERMS. CONSULT WITH ENGINEER PRIOR

TO PLACEMENT OF ANY MATERIAL IN THE MAANKIKI

UNIT.

7. RIPRAP SHALL BE PLACED AROUND RISER

ENSURING 1' MAXIMUM DROP BETWEEN THE RISER

TOP AND TOP OF ROCK.

8. PROPOSED CONTOURS SHOWN ARE TO TOP OF

RIPRAP.

9. No. OF STOPLOGS INCLUDES THE ADDITIONAL

STOPLOG POSITIONED UNDER THE GATE ON

FRAME.

No. OF FISH

GRATES

PROPOSED

STR-4 GREIFE

POOL WATER

CONTROL

STRUCTURE

PROPOSED TEMPORARY EARTH

COFFER ±165 LF, 10' TOP @ EL.

586.0 WITH 2:1 SIDE SLOPES

PROPOSED TEMPORARY EARTH

COFFER ±130 LF, 10' TOP @ EL.

586.0 WITH 2:1 SIDE SLOPES

0+00

0+50

1+00

1+50

2+00

2+13

GREIFE WCS

Station=0+88.66 elev = 591.000

INV. ELEV: 578.30

ELEV: 576.30

ELEV: 575.80

16.5'

TOP OF GATE MOUNT EL. 582.50

57 LF OF 57" x 38" ARCH CMP @ 0.0%

ARCH PIPE

FLARED END

SECTION

(TYP.)

PIPE ANCHOR

(TYP.)

REFER TO DETAIL

TOP EARTH

COFFER EL.

586.00

10.0'

TOP ELEV: 576.80

25.0 LF OF 57" x 38"

ARCH CMP @ 0.0%

PIPE BEDDING AND BACKFILL

(REFER TO DETAIL)

PIPE BEDDING SHALL TERMINATE WHEN MINIMUM COVER BETWEEN

BOTTOM OF RIPRAP AND TOP OF BEDDING IS 1' (TYP.)

VERTICAL SCALE

1 inch = feet

HORIZONTAL SCALE

1 inch = feet

10 205

R e v i s i o n s

B y

D a t e

BIOLOGIST: DC/KR

DRAWN BY: PL

SURVEYED BY: JD

PROJECT NUMBER:

DATE:

MI-222-2_200 Site Plan

CAD FILE:

GLARO-MI3-094-305

11/13/2018

US-MI-222-2

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

W I L D

L I F E

R E F U

G E

S A G

I N

U N

T Y

I k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

S i t e

P l a n d w g

P M

P a t r i c k

L y d o n

R E I F E

C S

S T R

P L

F I L E

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

G R E F E

S T R

P L

F I L E

GREFE POOL WATER CONTROL STRUCTURE PLAN

1" = 10'

W I L D

L I F E

R I V E

PLAN LEGEND

EXISTING PIPE

FERGUSON UNIT

GREIFE POOL

GREFE POOL WATER CONTROL STRUCTURE PROFILE

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 10'

38"

RISERARCH PIPE

GA.GA. SIZESPAN

STRUCTURE

C C

10 72" 8 582.50591.00 575.80 578.30 578.30 25.0 LF 57.0 LF 16.5' 14.7' 8

TOP OF

DIKE

TOP OF

RISER

FULL

SERVICE

LEVEL

CONCRETE

BASE

INLET I.E. OUTLET I.E.

TOP DIKE

WIDTH

INLET

LENGTH

OUTLET

LENGTH

L - L

OFFSET

RISER

HEIGHT

"H"

No. OF

STOPLOGS

(NOTE #9)

STR-2

(SOUTH STRUCTURE)

RISE

57"

MATCH EX. ±

591.00

MATCH EX. ±

25.0''

EDGE OF WATER

EXISTING SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING ROAD

EDGE OF ROADWAY

PROPOSED COFFER DAM

PROPOSED WATER CONTROL

STRUCTURE

PROPOSED PIPE

PROPOSED FLARED END SECTION

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

(000)

14.5'

GATE

FRAME

HEIGHT

NOTES:

1. ALL METAL PIPE SHALL BE CONNECTED WITH

CONNECTING BANDS.

2. INLET AND/OR OUTLET PIPES GREATER THAN 20

LINEAR FEET SHALL BE FABRICATED USING

MULTIPLE SECTIONS, NOT TO EXCEED 20 LINEAR

FEET, CONNECTED WITH BAND COUPLERS. A FULL

20 FOOT SECTION MUST BE UTILIZED AS THE END

SECTION OF PIPE.

3. REFER TO CONSTRUCTION DETAIL SHEETS FOR

ADDITIONAL STRUCTURE INFORMATION

4. SHEET PILE COFFER MUST BE USED ON SPAULDING

DRAIN SIDE.

5. EARTH COFFER, SHEET PILE COFFER, OR DRAINING

OF UNIT MAY BE USED ON IMPOUNDMENT SIDE.

EARTH COFFER SHOWN REPRESENTS MAXIMUM

AREA AND VOLUME FOR PERMIT COMPLIANCE.

6. COFFERS SHOWN ON DRAWING ARE CREATED FOR

PERMIT CALCULATIONS, AND ARE

REPRESENTATIONAL ONLY. CONTRACTOR IS

RESPONSIBLE FOR ALL COFFER DESIGN.

7. RIPRAP SHALL BE PLACED AROUND RISER

ENSURING 1' MAXIMUM DROP BETWEEN THE RISER

TOP AND TOP OF ROCK.

8. PROPOSED CONTOURS SHOWN ARE TO TOP OF

RIPRAP.

9. No. OF STOPLOGS INCLUDES THE ADDITIONAL

STOPLOG POSITIONED UNDER THE GATE ON

FRAME.

10. CONTOURS AND QUANTITIES ARE BASED ON LIDAR

DATA FOR GREFE POOL WATER CONTROL

STRUCTURE.

PROPOSED TEMPORARY SHEET PILE

COFFER DAM

PROPOSED TEMPORARY EARTH

COFFER DAM

No. OF FISH

GRATES

1'-5"

2' 1' 1' 2'

1'-3

4" 4"

L: 3" x 3" x 1/4"

WELD TO STOPLOG GUIDE

CAST-IN-PLACE CONCRETE BASE

#4 REBAR

12" C-C, BOTH WAYS

BITUMINOUS COATING

INSIDE BOTTOM 12"

WELD CONDUIT TO RISER WITH CONTINUOUS WELD

(TYP.)

90°

2' 2'

LOCKING

ROD SLOT

(SEE

DETAIL)

FABRICATOR TO CONFIRM

DIMENSIONS WITH ENGINEER

PRIOR TO FABRICATION

PINLESS ALUMINUM STOP LOGS

FISH GRATE

NOTE:

GATE SHALL BE POSITIONED WITH SEATING PRESSURE ON THE SPAULDING DRAIN AND MAANKIKI MARSH SIDE. UNSEATING

HEAD SIDE SHALL ALWAYS BE FACING THE FERGUSON BAYOU SIDE OF THE STRUCTURE.

FERGUSON BAYOU UNIT

SIDE

COVER SUPPORT

L: 3" x 3" x 1/4" WELD TO RISER

COVER SUPPORT

L: 3" x 3" x 1/4" WELD TO RISER

FISH GUARD GUIDE

WELD GUIDE TO RISER

(SEE DETAIL)

L: 3" x 3" x 1/4" WELD TO RISER

1 2

SLIDE GATE

MOUNTED ON A

STEEL FRAME

(SEE DETAIL)

MIDOT 21AA

16'

USFWS SAFETY BOARD AND

CHANNEL (REFER TO DETAIL)

2' 2'

57" X 38" ARCH CMP STUB

2' 2'

PINLESS ALUMINUM STOP LOGS

FISH GUARD

(SEE DETAIL)

SLIDE GATE MOUNTED ON FRAME

FERGUSON BAYOU UNIT

SIDE

COVER SUPPORT (TYP.)

L: 3" x 3" x 1/4" WELD

TO RISER

1'-6

" 1'-10

1'-2" 1'-5"

STOPLOG GUIDE

(REFER TO DETAIL)

USFWS SAFETY BOARD AND CHANNEL (REFER TO DETAIL)

1 2

1 4

1 2

1 4

1 2

1'-2

COVER SHALL BE

INSTALLED SO

NON-HINGED

SIDE RESTS ON

3" x 3" x 1/4"

L/RISER BRACE

OPENING FOR STOPLOG

GUIDE PROTRUSION SHALL

BE FABRICATED

TO ALLOW 1" SPACING

AROUND GUIDE

NOTES:

1. WELD A 2" x 1/4"

ALUMINUM STRAP TO THE

BOTTOM EDGE OF THE

COVER, AROUND ENTIRE

CIRCUMFERENCE

2. COVER SIZE SHALL BE

DETERMINED BY THE

RISER DIAMETER PLUS 4"

DIMENSIONS FOR DOOR OPENING

3 4

3 8

10"

3 4

1'-1

1 4

DIMENSIONS FOR DOOR

6" HEAVY

DUTY HINGE

PROVIDE 2

3 8

(HORIZONTAL) ALUMINUM 2" x 8" x 3/16" (TYP.)

(VERTICAL) ALUMINUM

2" x 6" x 3/16" (TYP.)

1/4" STEEL PLATE

WELDED TO

ALUMINUM FRAME

1 2

5'-5

1 2

G A T E

(VERTICAL) ALUMINUM

2" x 6" x 3/16" (TYP.)

(HORIZONTAL) ALUMINUM

2" x 8" x 3/16" (TYP.)

LIFT PINS.

"Ø

ALUMINUM RODS.

4 EACH PER GATE

MOUNT

LIFT PINS.

"Ø ALUMINUM

RODS. 4 EACH PER GATE

MOUNT

1 2

FABRICATOR TO CONFIRM DIMENSIONS

WITH ENGINEER PRIOR TO FABRICATION

Z Z

R e v i s i o n s

B y

D a t e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

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MI-222-2_400 Construction Details

DC/KR

11/13/2018

US-MI-222-2

GLARO-MI3-094-401

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"

FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

GATE RISER PLAN DETAIL

NOT TO SCALE

ALUMINUM CMP CONTROL STRUCTURE WITH GATE

NOT TO SCALE

GATE RISER COVER DETAIL

NOT TO SCALE

GATE MOUNT AND RISER DETAILS

PIPE INVERT

(REFER TO WCS STR PLAN AND

PROFILE SHEETS)

TOP OF CONCRETE

INSTALL A 4:1 GEARED

GATE LIFT

TOP OF STRUCTURE

(REFER TO WCS STR PLAN

AND PROFILE SHEETS)

TOP OF GATE MOUNT

(REFER TO WCS STR PLAN AND

PROFILE SHEETS)

TOP OF GATE FRAME

(REFER TO WCS STR PLAN AND

PROFILE SHEETS)

FRAME HEIGHT

REFER TO WCS

STR PLAN AND

PROFILE SHEETS

WATER CONTROL

STRUCTURE HEIGHT

REFER TO WCS STR

PLAN AND PROFILE

SHEETS

STOP LOGS

GATE MOUNT, FRONT VIEW

NOT TO SCALE

GATE MOUNT, PROFILE VIEW

NOT TO SCALE

PINLESS STOPLOG LIFTING HOOK DETAIL

PINLESS ALUMINIUM 6061 STOPLOG DETAIL

STANDARD STOPLOG CHANNEL

(REFER TO DETAIL)

6" STOP LOG

" ZINC

PLATED HEX

BOLT 2"

LENGTH

" ZINC PLATED HEX

BOLT 3" LENGTH

GATE FRAME

NOTES:

1. STOPLOG SHALL BE 1" SHORTER THAN WIDTH

BETWEEN STOPLOG GUIDES

USFWS SAFETY BOARD

NOT TO SCALE

STANDARD

STOPLOG CHANNEL

(REFER TO DETAIL)

STRUCTURE

RISER

L: 3 x 3 x 1/4"

ALUMINUM

L: 3 x 3 x 1/4"

ALUMINUM

" ZINC PLATED

HEX BOLT 2"

LENGTH

" ZINC PLATED HEX

BOLT 3" LENGTH

6" STOP LOG

TOP STRUCTURE

RISER

GATE FRAME

NOTES:

1. STOPLOGS SHALL BE 1" SHORTER THAN WIDTH BETWEEN STOPLOG GUIDES.

2. FABRICATOR TO PROVIDE (1) 2" AND (1) 3" FOR INTAKE STRUCTURE BAY.

3. ALUMINUM STOPLOGS SHALL BE SUPPLIED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

CUTTING STOPLOGS TO PROPER LENGTH AND FABRICATING LIFTING HOLES IN ALL STOPLOGS AS SHOWN.

4. DEBURR ALL EDGES. FINISHED SURFACE SHALL BE FLAT AND FREE OF BURRS, NICKS AND DENTS TO

PROVIDE A FLAT SURFACE FOR THE STOPLOG ABOVE.

BITUMINOUS COATING SHALL BE

REQUIRED ON EXTERIOR BOTTOM 3'-3" OF

STRUCTURE OR ANY AREAS AT OR BELOW

PIPE BEDDING WHICHEVER IS GREATER

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

1/2" ROD

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 12"

AutoCAD SHX Text 2"

AutoCAD SHX Text

(2 REQ'D)

AutoCAD SHX Text L1

AutoCAD SHX Text

1-1/4" DIA. BEND HOOK IN LINE WITH HANDLE

AutoCAD SHX Text 2-3/4"

AutoCAD SHX Text 1.50"

AutoCAD SHX Text 5.00"

AutoCAD SHX Text 2.00"

AutoCAD SHX Text 3.00"

AutoCAD SHX Text 1.50"

AutoCAD SHX Text 1.00"

AutoCAD SHX Text L2

AutoCAD SHX Text 3.50"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ONE PER CONNECTION

AutoCAD SHX Text

2 PER STRUCTURE. MATERIAL TO BE STEEL.

AutoCAD SHX Text

%%UEXTENSION

AutoCAD SHX Text

%%UHOOK

AutoCAD SHX Text

HANDLE

AutoCAD SHX Text

MAX LENGTH FOR EACH 5'. AFTER ADD A SECOND EXTENSION L3

AutoCAD SHX Text

NOTE: L1 AND L2 EQUAL HEIGHT OF RISER PLUS 1'

AutoCAD SHX Text

1/4"%%C THRU

AutoCAD SHX Text

QUICK PIN

AutoCAD SHX Text

1/2" ROD

AutoCAD SHX Text 98320A132

AutoCAD SHX Text McMaster Carr #

AutoCAD SHX Text

1/2" SCH 40PIPE TYP.

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

3" OR 6"

AutoCAD SHX Text

TO BE DETERMINED IN FIELD

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 2"

AutoCAD SHX Text 5/8"

AutoCAD SHX Text 3/4"

3/4"

NOT TO SCALE

AT THE 12:00 OR 3:00 POSITION

ALL LUGS SHOULD BE TIGHTENED

(6 REQUIRED)

1/2" DIA. LUG RODS

RUBBER GASKET

ASTM D1056

14"x22"

COVER BAND

GAP

1.5±"

CONNECTING BAND

GASKET

12" RUBBER

14"x22" (MATCH CONNECTING BAND)

COVER BAND

14"

MASTIC

PIPE ENDS

1" MAX. GAP BETWEEN

NOT TO SCALE

CONNECTING BAND

1/2" DIA. LUG RODS

(6 REQUIRED)

ARCHED

CMP

R e v i s i o n s

B y

D a t e

BIOLOGIST:

DRAWN BY:

SURVEYED BY:

PROJECT NUMBER:

DATE:

CAD FILE:

k g l a r o c d p r o j e c t s m i f e r g u s o n b a y o u c d d r a w i n g M

C o n s t r u c t i o n

D e t a i l s d w g

P M

P a t r i c k

L y d o n

E T A I L S

N o n e

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

C O

N S T R U

C T I O

E T A I L S

F E R G

U S O

B A Y O

S H

I A W

A S S E E

A T I O

N A L

W I L D

L I F E

R E F U

G E

S A G

I N

U N

T Y

MI-222-2_400 Construction Details

DC/KR

11/13/2018

US-MI-222-2

GLARO-MI3-094-402

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED

PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR

LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"

FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

AFFIX SEAL: DUCKS UNLIMITED, INC.

ON:

STOPLOG GUIDE DETAIL

WELD AT EVERY

5TH CORRUGATION

DOWNSTREAM

LOCKING ROD SLOT DETAIL

TOP OF RISER

3/4"Ø ROD

LOCKING ROD DETAIL

L: 3" x 3" x 1/4"

WELD TO STOPLOG CHANNEL

L: 3" x 3" x 1/4"

WELD TO STOPLOG

CHANNEL

STOPLOG GUIDE BASE DETAIL

ALUMINUM

CMP RISER

STOPLOG

CHANNEL

(TYP.)

TOP OF CONCRETE BASE

EQUALS

DOWNSTREAM INVERT

FLATTEN END OF ROD

TO APPROXIMATELY 3/8" x 1-1/2"

& DRILL 1/2"Ø HOLE

CENTERED 1" FROM END OF ROD

CONTINUOUS

FILLET BETWEEN

CORRUGATED

ALUMINUM

CONTROL

STRUCTURE &

STOPLOG GUIDE

UPSTREAM

1/4" STRAP

(SHALL BE INSTALLED ON

DOWNSTREAM SIDE FOR

STOPLOCK ATTACHMENT)

ALUMINUM CMP

CONTROL STRUCTURE

NOT TO SCALE

STOPLOG

CHANNEL

1-3/4"

7/8"

1-1/2"

RISER I.D. + 3"

DO NOT COAT

BITUMINOUS SEALER

INSIDE PORTION

OF STOPLOG

CHANNEL

OR TOP PORTION

OF L: 3" x 3" x 1/4"

PLAN VIEW

NOT TO SCALE

SECTION A-A

NOT TO SCALE

SECTION B-B

54"

60"

12'

12.5' 9'

8.5' 19.5

21.5

SEE NOTE 3

CLASS I ROCK

PIPE

D E Sq.Yds.

16.3

14.1

9.1

8.1

7.3

5.1

4.6

4.24'

4.25'

4.5'

5.75'

6.25'

6.5'

7.5'

8'10'

6.5'

5.5'

48"

42"

36"

30"

27"

24"

21"

18"

15"

12"

NOT TO SCALE

OUTLET AND RIP-RAP DETAIL

SECTION A-A

RIP-RAP

"D"

PIPE

A A

NOTES:

1. IF THE RIP-RAP CLASS DESIGNATION IS NOT SPECIFIED ON THE CONSTRUCTION PLANS, CLASS 1 ROCK

RIP-RAP SHALL BE UTILIZED. THE ROCK SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

2. UNLESS OTHERWISE SPECIFIED, FILTER FABRIC SHALL BE UTILIZED IN THE INSTALLATION OF RIP-RAP.

3. UPSTREAM AND DOWNSTREAM CMP PIPE OUTLET SHALL INCLUDE FLARED END SECTION.

4. SELECT RIPRAP DIMENSIONS BASED ON LARGER DIMENSION FOR ARCHED PIPE.

RIP-RAP

1' TYP.

UNLESS OTHERWISE

SPECIFIED

FILTER FABRIC

EXISTING GRADE

PLAN VIEW

"E"

2' MINIMUM

I N

FLARED END SECTION

NOT TO SCALE

NOTE:

1. UPSTREAM AND DOWNSTREAM CMP PIPE OUTLET SHALL INCLUDE FLARED END SECTION.

CULVERT ANCHOR

MIDOT 21AA

BITUMINOUS COATING SHALL BE

REQUIRED ON ALL AREAS OF PIPE AT

OR BELOW FLOWABLE PIPE BEDDING

1.6' 1.6'

SPRINGLINE

1/4" STRAP

EXISTING SUBGRADE

REFER TO MANUFACTURES SPECIFICATION

FOR HAUNCH ZONE DIMENSION.

CONTRACTOR SHALL FIELD VERIFY

DIMENSION PRIOR TO BACKFILLING.

PIPE INVERT ELEV. 578.3

FLOWABLE FILL

STANDARD STOPLOG GUIDE DETAIL

WELD AT EVERY

5TH CORRUGATION

DOWNSTREAM

CONTINUOUS FILLET BETWEEN

CORRUGATED ALUMINUM

CONTROL STRUCTURE &

STOPLOG GUIDE UPSTREAM

ALUMINUM CMP

CONTROL STRUCTURE

NOT TO SCALE

2-1/2"

1/4" EXTRUDED ALUMINUM

STOPLOG GUIDE CHANNEL

1/4" STRAP

(SHALL BE INSTALLED ON

DOWNSTREAM SIDE FOR

STOPLOCK ATTACHMENT)

1-1/2"

1/4" STRAP WELDED TO

STOPLOG GUIDE AND CMP RISER

2-1/2"

1/4" EXTRUDED ALUMINUM

STOPLOG GUIDE CHANNEL

ELEV. 576.2

NOTES:

1. CONTRACTOR SHALL SUBMIT BEDDING DETAIL TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION OF

WATER CONTROL STRUCTURE.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text A

AutoCAD SHX Text

2) A MASTIC SHALL BE PLACED ON EACH SIDE OF THE GASKET.

AutoCAD SHX Text

TYPE GASKET (12" WIDTH MIN.)

AutoCAD SHX Text

EXPANDED RUBBER ASTM D1056

AutoCAD SHX Text

3) FOR ACCEPTABLE BANDING ALTERNATIVES, SEE D.U. SPECIFICATION 207.

AutoCAD SHX Text %%UNOTES:%%u 1) 6" BAND OVERLAP SHALL BE COATED WITH TAR PRIOR TO SECURING RODS.

AutoCAD SHX Text

CONNECTING BAND DETAIL

AutoCAD SHX Text

PLAN

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text B

AutoCAD SHX Text Dia or

AutoCAD SHX Text

SPAN

AutoCAD SHX Text

REINFORCED

AutoCAD SHX Text

EDGE

AutoCAD SHX Text

ARCHED PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

END

AutoCAD SHX Text

SECTION

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text W

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text 0.109"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text…

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