EAuGresSLT - Plans.pdf

PDF 11 MB Posted Nov 5, 2021

Attached to: Sea Lamprey Trap (East Branch) Au Gres River, MI
Solicitation number: W911XK-21-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity to construct a sea lamprey trap structure on the Au Gres River in Michigan. The project involves building an aluminum grating platform supported by driven H-piles and connected to a steel trap vault with sluice gates and concrete base. A 1-ton pedestal mounted davit crane will also be installed. Additional work includes creating an access path with steel sheet pile enclosures and grating over an existing stormwater swale, repairing an east bank weir wingwall, and installing various erosion protections. The contract is expected to be awarded around January 2022 with an estimated cost between $500,000 and $1,000,000. The opportunity is designated for the North American Industry Classification System code 237990 for other heavy and civil engineering construction businesses under $39.5 million in size. The solicitation requires a 10% price evaluation preference for HUBZone small businesses. The contracting agency is the U.S. Army Corps of Engineers Detroit District.

View the file

Other files

File	Type	Posted
Abstract of Bids Sea Lamprey Trap (East Branch) Au Gres River MI.pdf	PDF	Jan 12, 2022
W911XK21B0005 U0002.pdf	PDF	Jan 5, 2022
W911XK21B0005 0001.pdf	PDF	Nov 24, 2021
EAuGresSLT - Specifications.pdf	PDF	Nov 5, 2021
W911XK21B0005.pdf	PDF	Nov 5, 2021
W911XK21B0005.pdf	PDF	Nov 5, 2021

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US Army Corps of Engineers ®

DETROIT DISTRICT

IOSCO COUNTY

5 6 7

NATIONAL CITY, MICHIGAN

EAST BRANCH AU GRES RIVER

MDNR SEA LAMPREY TRAP

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 18 OCTOBER 2021

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PROJECT LOCATION

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EAST BRANCH AU GRES RIVER

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TIMOTHY C. SMITH P.E., CHIEF GEOTECHNICAL & STRUCTURAL ENGINEERING SECTION

ALEXANDER L. JIMENEZ P.E., CHIEF COST ENGINEERING & TECHNICAL SUPPORT SECTION

PHILLIP C. ROSS P.E., CHIEF DESIGN BRANCH

MARIE T. STRUM P.E., CHIEF ENGINEERING & CONSTRUCTION DIVISION

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S. ARMY CORPS OF

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

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INDEX

GENERAL

GI001 COVER SHEET

GI002 SHEET INDEX & GENERAL NOTES

SURVEY/MAPPING

V-101 EXISTING CONDITIONS OVERALL PLAN

CIVIL

C-101 REQUIRED OVERALL PLAN

C-102 REQUIRED TRAP GRADING PLAN

C-103 REQUIRED OVERALL TRAP STRUCTURAL PLAN

C-104 REQUIRED ACCESS & TRAP STRUCTURAL PLAN

C-105 REQUIRED TRAP STEEL PLATING PLAN & DETAILS

C-106 REQUIRED WING WALL PLAN

C-301 REQUIRED TRAP GRADING SECTIONS

C-302 REQUIRED TRAP STRUCTURE SECTIONS

C-303 REQUIRED CONNECTIONS SECTIONS

C-304 REQUIRED WING WALL SECTION

C-501 REQUIRED DETAILS

C-502 REQUIRED CROSS BEAM DETAILS

C-503 REQUIRED SLUICE GATE, CROSS BEAM & SSP DETAILS

C-504 REQUIRED TRASH RACK DETAILS

C-505 REQUIRED RAILING DETAILS

REAL ESTATE

RR101 REAL ESTATE PLAN - VICINITY

RR102 REAL ESTATE PLAN - OVERALL SITE AREA

RR103 REAL ESTATE PLAN - SITE AREA

13 14 15

ABBREVIATIONS

AASHTO

ASTM

APPROX

BLDG

BOT

CIC

C/L

CMP

CONG

C.O.E.

C.0.R.

C TO C

CWL

DBH

DIA

D.S.

EL / ELEV

EXP

I.G.L.D.

L.W.D.

MAX

MIN

MDOT

MDNR

NPS

NTS

0/C

O.H.W.M.

POC

PSF

REQ'D

SEC

SHPO

SPEC

SSP

STA

STD

THRU

T/GRAV

T/W

TYP

U.S.

USFWS

NUMBER

AND

AMERICAN ASSOCIATION OF STATE HIGHWAY

TRANSPORTATION OFFICIALS

AMERICAN SOCIETY FOR TESTING AND MATERIALS

APPROXIMATE

BUILDING

BOTTOM

CENTER TO CENTER

CENTERLINE

CORRUGATED METAL PIPE

CONTROL POINT

CONCRETE

CORPS OF ENGINEERS

CONTRACTING OFFICER'S REPRESENTATIVE

CENTER TO CENTER

CONTRACTOR WORK LIMIT

CUBIC YARD

DIAMETER AT BREAST HEIGHT

DIAMETER

DOWNSTREAM

ELEVATION

EXPANSION

FEET

GRADE

HORIZONTAL

IDENTIFICATION

INTERNATIONAL GREAT LAKES DATUM

POUNDS

LOW WATER DATUM

MAXIMUM

MINIMUM

MICHIGAN DEPARTMENT OF TRANSPORTATION

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

NORTH

NOMINAL PIPE SIZE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

ORDINARY HIGH WATER MARK

POINT OF CONTACT

POUNDS PER SQUARE FOOT

REQUIRED

SECTION

STATE HISTORIC PRESERVATION OFFICERS

SPECIFICATION

STEEL SHEET PILE

STATION

STANDARD

SQUARE

THROUGH

TOP OF GRAVEL

TOP OF WALL

TYPICAL

UPSTREAM

UNITED STATES FISH AND WILDLIFE SERVICE

VERTICAL

WITH

GRID SPACE DETAIL IS LOCATED ,,..,-------

X-5##

SHEET ID, DETAIL IS ON

I ' I \

I \ I \ I \ I \

I I I I I \ I I I \ I \ I \ I

\ I

DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

NOTE:

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS 0

16 17 18 19 20

GENERAL NOTES

LEGEND

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1-----1

I� � I 'o o

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BBB

SECTION CALL OUT

MAJOR CONTOUR

MINOR CONTOUR

REQUIRED CONCRETE

REQUIRED GRAVEL FILL

REQUIRED RIP RAP

X-###

DIRECTION OF SECTION CUT

PAPER NORTH�

NORTH ARROW OF TITLE ITEM

TRUE NORTH

TITLE OF DETAIL, PLAN, SECTION

Xx 'H'";, ,//I

1. TITLE SPECIFIC NOTES

iflTLE

X# SCALE: 1"=1'

SHEET ID THE DETAIL OR SECTION/

IS BEING CALLED FROM

LOCATION ON THE GRID THE TEXT SCALE

TITLE ITEM IS

0 6" 1' 2'

GRAPHIC SCALE

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1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF THE

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

2. GRID COORDINATES SHOWN ARE BASED ON THE U.S. STATE PLANE COORDINATE

SYSTEM. STATE OF MICHIGAN, CENTRAL ZONE (2112), 1983 NORTH AMERICAN

DATUM. (NAD83), U.S. SURVEY FEET.

3. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM

OF 1988. (NAVD88)

4. SURVEY INFORMATION OBTAINED BY GOURDIE-FRASER ON 05/29/2014. USAGE

GATHERED SPOT ELEVATIONS ON 09/10/2020 TO VERIFY CONDITIONS.

5. SPOT SURVEY INFORMATION OF THE WEIR COLLECTED BY USAGE ON 02/08/2021.

6. CONTRACTOR SHALL VERIFY CONDITIONS IN FIELD PRIOR TO BEGINNING OF

WORK.

7. CONFORM TO ALL REQUIREMENTS OF THE CLEAN WATER ACT, SECTION 401

CERTIFICATION.

8. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE APPROVED BY

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) TO ENSURE SEDIMENTS

AND/OR CONTAMINANTS GENERATED FROM CONSTRUCTION REMAIN UPLAND AND

DO NOT RUNOFF TO THE AU GRES RIVER.

9. ANY DAMAGE TO ACCESS ROADS, PUBLIC OR PRIVATE PROPERTY, OR EXISTING

STRUCTURES NOT SPECIFIED TO BE ALTERED AND CAUSED BY THE CONTRACTOR

DURING CONSTRUCTION SHALL BE REPAIRED AT THE EXPENSE OF THE

CONTRACTOR.

10. THE STATE GAME AREA IS AN ACTIVE FISHING AND HUNTING AREA. THE

GOVERNMENT IS NOT RESPONSIBLE FOR SECURITY OF CONTRACTOR MATERIALS

AND EQUIPMENT STORED ONSITE DURING THE CONTRACT.

11. THE REQUIRED WORK UNDER THIS CONTRACT REQUIRES BUT IS NOT LIMITED TO:

ACCESS ROAD REPAIRS AND MAINTENANCE; CLEARING AND GRUBBING; SITE

GRADING AND EXCAVATION; SSP INSTALLATION ON THE EAST AND WEST BANKS

OF THE RIVER; INSTALLATION OF H-PILE CROSS BEAM BRACING, STEEL GRATING,

AND GRAVEL FILL IN SSP ENCLOSURES; CONSTRUCTION OF ALUMINUM GRATING

PLATFORM SUPPORTED BY DRIVEN H-PILES AND H-PILES GIRDERS;

CONSTRUCTION OF VAULT IN PLACE OF EXISTING SSP WEIR WITH STEEL PLATES;

INSTALLATION OF DAVIT CRANE AND TWO SLUICE GATES; RIPRAP PLACEMENT

AND GRADING IN STORMWATER SWALE AND EAST AND WEST BANKS; SEEDING

AND SITE RESTORATION.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

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X K

K O

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B A

S H

O R

K A

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O R

O W

S K I

C T

O B

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300.00

TREE

BENCHMARK

REBAR

TEMPORARY

+ 657.95

E X

G C

O N

N S O

V E

R A

L L P

L A

V-101

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

C O C

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N T

A N A

V E

D E

T R

D E

T R

M I

A U G

R E S R

E R

F L O

ABUTMENT

EXISTING

ABUTMENT

EXISTING

EXISTING SHEET PILE

EXISTING DAM

EXISTING DRAINAGE DITCH

(EL. 633.0)

EXISTING O.H.W.M.

EXISTING CONCRETE WALL

(EL. 633.0)

EXISTING O.H.W.M.

EXISTING TREE (>12" DBH)

OVERALL EXISTING CONDITIONS PLAN

SCALE: 1" = 10'

10' 20'0

N A

L C

A N

GENERAL NOTES

PILE WING WALL

EXISTING STEEL SHEET

LEGEND

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR645

C E

R T

D F

A L

LOCATIONS: 17U 19860307 330813.8 650.4 ft ; 17U 19859457 330858.8 651.05 ft

TWO TEMPORARY REBAR BENCHMARKS WERE SET ON SITE AT FOLLOWING 4.

35 13 FOR SPECIAL REQUIREMENTS.

SHALL LOCATE UTILITIES. PLEASE REFERENCE SPECIFICATIONS SECTION 01

3. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR

BEGINNING WORK.

ONLY AND MAY NOT BE REPRESENTATIVE OF ACTUAL CONDITIONS PRIOR TO

2. EXISTING SURFACE AND EXISTING STRUCTURES SHOWN ARE FOR EXAMPLE

SHEET PILE (SSP) WEIR AND WINGWALL LOCATION BASED ON 1982 AS-BUILTS.

1. MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR) DAM AND STEEL SEE NOTE 4

REBAR BENCHMARK 650.4 FT

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

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S C

N D

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L A

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A N A

V E

D E

T R

M I

D E

T R

SCALE: 1" = 10'

OVERALL REQUIRED SITE PLAN

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

A U G

R E

S R

E R

F L

O W

STRUCTURE

LAMPREY TRAP

REQUIRED SEA

GRAVEL FILL

REQUIRED

TRAP ACCESS

IN THIS AREA FOR

REQUIRED GRADING

ABUTMENT

EXISTING

EXISTING DAM

ABUTMENT

EXISTING

SHEET PILE TOP

EXISTING STEEL

SHEET PILE TOP

EXISTING STEEL

DRAINAGE SWALE

GRATING OVER

REQUIRED STEEL

WALL

SSP ANCHOR

REQUIRED

RIP-RAP FILL

REQUIRED

F L O

A U G

R E S R

E R

EXISTING TREE (>12" DBH)

ACCESS PATH

LAMPREY TRAP

REQUIRED SEA

ACCESS PATH

LAMPREY TRAP

REQUIRED SEA

FORD

TEMPORARY STONE

LEGEND

RIP-RAP FILL

REQUIRED

WATER LEVEL / SHORELINE

ORDINARY HIGH WATER LEVEL

IN THIS AREA

REQUIRED GRADING

N A

L C

A N

WING WALL

SHEET PILE

EXISTING STEEL

10' 20'0

C E

R T

D F

A L

REQUIRED RIP-RAP

REQUIRED GRAVEL FILL

SWALE

DRAINAGE

REQUIRED

NOTE: STEEL GRATING OVER SWALE NOT SHOWN.

IN THIS AREA

REQUIRED GRADING

IN THIS AREA

REQUIRED GRADING

IN THIS REGION.

OF EQUIPMENT, STOCKPILLING OF MATERIALS, OR TRAFFICKING EQUIPMENT

THE EXISTING STEEL SHEET PILE WING WALL. THERE SHALL BE NO STORAGE

A NO CONSTRUCTION LOAD ZONE SHALL BE ESTABLISHED WITHIN 10 FEET OF 6.

AND WING WALL AND THE EXISTING DAM AND ABUTMENTS.

NO LOADING ALLOWED ON EXISTING STRUCTURE INCLUDING THE SSP WEIR 5.

ENGINEER.

APPROVAL. COFFERDAM DESIGN SHALL BE STAMPED BY A PROFESSIONAL

IF UTILIZED, CONTRACTOR SHALL SUBMIT COFFERDAM DESIGN TO COR FOR 4.

FINES.

OF 8 INCHES TO WITHSTAND RIVER FLOW AND BE WASHED AND FREE OF

3. RIPRAP USED IN THE TEMPORARY FORD SHALL HAVE A MINIMUM D50 VALUE

330649.88931).

330670.81698), SOUTH (19860453.21050, 330637.19601), WEST (19860437.44670,

LOCATIONS: NORTH (19869472.68165, 330682.00056), EAST (19860490.10203,

THE FOUR CORNERS OF THE TEMPORARY FORD ARE AT THE FOLLOWING 3.

IN PERMIT.

TEMPORARY FORD MUST BE REMOVED AFTER CONSTRUCTION AS SPECIFIED

THE FORD SHOULD BE AS SPECIFIED IN THE EGLE PERMIT (HP6-XP07-NQFB3).

EQUIPMENT ACCESS TO THE EAST BANK OF THE RIVER. CONSTRUCTION OF

2. CONSTRUCTION OF THE TEMPORARY FORD IS OPTIONAL TO ALLOW

RESPONSIBILITIES ARE ALSO DETAILED IN SPECIFICATION SECTION 01 57 19.

INCLUDED IN SPECIFICATION SECTION 01 99 90. CONTRACTOR

1. CONFORM TO ALL REQUIREMENTS OF THE EGLE PERMIT (HP6-XP07-NQFB3),

GENERAL NOTES

C-102

C-106

S U

B M

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D B

C H

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K E

D B

D R

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SCALE: 1" = 5'

EX. GAUGE BOARD

TOP ELEV. 641.8

EX. CATWALK

EX. SHEETPILE

ABUTMENT

EXISTING

DAM

EXISTING

ACCESS PATH

REQUIRED GRAVEL

REQUIRED STEEL SHEETPILE

EX. SHEETPILE

REQUIRED RIP-RAP FILL

TRAP ACCESS

REQUIRED GRADING FOR

A U G

R E S R

E R

F L

O W

REQUIRED DRAINAGE SWALE

REQUIRED STEEL GRATING OVER

REQUIRED STEEL SHEETPILE

EX. CONCRETE WALL

DRAINAGE DITCH

EXISTING

DRAINAGE SWALE

REQUIRED RIP-RAP LINED

638 637

636 635

T/W 643.00

+T/W 644.00

T/W 644.00

+T/W 644.00

T/W 642.00

+T/W 642.00

T/W 643.00+

T/W 643.00

+ T/W 643.00

T/W 642.00

+ T/W 642.00

T/W 642.00

T/GRAV. 643.00

T/GRAV. 642.00

T/GRAV. 642.50

+T/GRAV. 642.00

643.1

644.5

643.0+ 643.0

C/L REQUIRED DRAINAGE SWALE

R E

Q U

D T

R A

P G

R A

G P

L A

642.00

TOP OF GRATING

STRUCTURE

LAMPREY TRAP

REQUIRED SEA

BASE

PRECAST CONC.

TRAP ON 6"

SEA LAMPREY

GENERAL NOTES

ACCESS PATH AND SEA LAMPREY TRAP PLATFORM SITE PLAN

LEGEND

EXISTING MAJOR CONTOUR640

642 EXISTING MINOR CONTOUR

REQUIRED CONTOUR640

N A

L C

A N

0 5' 10'

ACCESS PATH MUST BE GRADED AND TIED INTO THE ACCESS ROAD

FLOW

F L O

C E

R T

D F

A L

REQUIRED RIP-RAP

C/L OF REQUIRED DRAINAGE SWALE

NOTE: STEEL GRATING OVER DRAINAGE SWALE NOT SHOWN. ALUMINUM GRATING ON PLATFORM NOT SHOWN.

REQUIRED RIP-RAP FILL

TOE DRAINS

REQUIRED

DRAINS, SEE NOTE 3

REQUIRED TOE

REQUIRED TOE DRAINS

TOE DRAINS

REQUIRED

DRAINAGE SWALE

REQUIRED RIP-RAP LINED

4 KIP FRONT AXLES AND 16 KIP REAR AXLES.

ACCESS PATH STRUCTURE IS DESIGNED FOR H10 VEHICLE LIVE LOAD, WITH 5.

SLOPE. RIPRAP SHALL HAVE TWO FOOT THICKNESS.

GRADE DRAINAGE SWALE UNTIL TOP OF RIPRAP EL 645 WITH A MINIMUM 2:1 4.

UPSTREAM OF WEIR (632.7'), DOWNSTREAM OF WEIR (631.4')

09/10/2021 WATER SURFACE ELEVATIONS: UPSTREAM OF DAM (635.3'), 3.

FOR APPROVAL..

SSP DRAIN DETAIL CONTRACTOR SHALL SUBMIT TOE DRAIN DESIGN TO COR

IN THE FIELD WITH FINAL GRADES AT FRONT OF SSP. SEE SHEET C-503 FOR

2. RECOMMEND 9 SSP DRAIN LOCATIONS. FINAL LAYOUT TO BE COORDINATED

APPROXIMATE DIMENSIONS 4'X4' SQUARE, 5' TALL.

1. THE SEA LAMPREY TRAP WILL BE CONSTRUCTED BY OTHERS, WITH

C-301

C-302

BM-A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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SCALE: 1" = 5'

EX. GAUGE BOARD

TOP ELEV. 641.8

EX. CATWALK

SEPT. 2020

WATER ELEV. 632.7

EX. SHEETPILE

SEPT. 2020

WATER ELEV. 631.4

ABUTMENT

EXISTING

DAM

EXISTING

ACCESS PATH

REQUIRED GRAVEL

REQUIRED STEEL SHEETPILE

EX. SHEETPILE

SEPT. 2020

WATER ELEV. 635.3

A U G

R E S R

E R

F L

O W

REQUIRED STEEL SHEETPILE

EX. CONCRETE WALL

EXISTING DRAINAGE DITCH

T/W 642.00

TOP 642.00

STRUCTURE

LAMPREY TRAP

REQUIRED SEA

C-103

640 639

REQUIRED HP 10x57 CROSS BEAMS (TYP.)

OVER REQUIRED DRAINAGE SWALE

REQUIRED HEAVY-DUTY STEEL GRATING

R E

Q U

E D O

V E

R A

L L T

R A

P S

T R

U C

T U

R A

L P

L A

GRATING

PLATFORM ALUMINUM

REQUIRED TRAP

TOP OF GRATING 642.00

STRUCTURE

LAMPREY TRAP

REQUIRED SEA

NOTES 1, 2, & 3

CRANE, SEE

REQUIRED DAVIT

GENERAL NOTES

SPECIFICATION SECTION 01 78 23.

CRANE AND HOIST IN ACCORDANCE WITH DATA PACKAGE 1 DEFINED IN

3. THE CONTRACTOR SHALL PROVIDE AN O&M MANUAL FOR THE INSTALLED

SPECIFICATION 01 33 00.

SPECIFICATIONS TO COR FOR APPROVAL PRIOR TO AQUISITION. SEE

2. THE CONTRACTOR SHALL SUBMIT PROPOSED CRANE AND HOIST

GIRDERS IT BEARS ON.

DESIGN. THE DAVIT CRANE SHALL NOT EXCEED THE FOOTPRINT OF THE

WEATHER PROTECTION OF LIFT COMPONENTS SHALL BE INCLUDED IN CRANE

STEEL CRANE COMPONENTS SHALL BE GALVANIZED AND APPROPRIATE COLD

USING MANUAL HOIST EQUIPPED WITH AT LEAST ONE SELF-SETTING BRAKE.

AND A 8 FT OR GREATER HOOK HEIGHT. DAVIT CRANE SHALL BE OPERATED

RATING OF 1 TON. THE CRANE SHALL HAVE A 4.4 FT OR GREATER REACH AND

1. INSTALL A PEDESTAL BASE MOUNTED DAVIT CRANE THAT HAS A MINIMUM

5'-0" 5'-0" 5'-0"

NOTE: REQUIRED GRADING AND RIPRAP NOT SHOWN.

LEGEND

EXISTING MAJOR CONTOUR640

642 EXISTING MINOR CONTOUR

CORNERS AS REQUIRED

TO USE CUSTOM

FOR THE ENCLOSURES

SHEETPILE CORNERS

ALL REQUIRED STEEL

CORNERS AS REQUIRED

TO USE CUSTOM

FOR THE ENCLOSURES

SHEETPILE CORNERS

ALL REQUIRED STEEL

N A

L C

A N

0 5' 10'

C E

R T

D F

A L

'-0

BETWEEN ALL WALER MEMBERS

REQUIRED MAXIMUM 1/2" SEPARATION

ACCESS PATH AND SEA LAMPREY TRAP PLATFORM STRUCTURAL PLAN

C-104

C-501

A13

14'-1"

3'-7"

3'-11"

10.56'

11.93 C/L TO C/L'

14.13 C/L TO C/L'

10.41 C/L TO C/L'

.1 C /L T

O C /L

11.08 C/L TO C/L'

14.06 C/L TO C/L'

24.38 C/L TO C/L'

C /L T

O C /L

.7 C /L T

O C /L

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

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D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

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C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

K A

C Z

O R

O W

S K I

C T

O B

E R

B M

C O C

O U

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M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

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D E

T R

M I

A N A

V E

D E

T R

C-104

SCALE: 1" = 2'

REQ'D GRAVEL PATH

2' 4'0

C/L REQUIRED SSP

EXISTING SSP SLOPE UP

REQUIRED 2- W 12x53 (1/2" APART)

C/L REQUIRED SSP

REQUIRED REMOVABLE TRASH RACK

REQUIRED W 12x72

FOR VERTICAL REMOVAL OF TRAP

REQUIRED OPENING IN GRATING

SCALE: 1" = 2' 2' 4'0

REQUIRED HEAVY DUTY 4" STEEL GRATING

NOTE: REQUIRED GRADING, RIP-RAP, HANDRAIL, AND SPLICE PLATES NOT SHOWN

CROSSBEAMS (TYP.)

REQUIRED HP 10x57

R E

Q U

E D A

C C

E S

S T

R A

P S

T R

U C

T U

R A

L P

L A

EXISTING SSP

1 1/2" GRATING

PLATFORM ALUMINUM

REQUIRED TRAP

REQUIRED HP 10x57 CROSS BEAMS (TYP.)

REQUIRED HP 10x57 WALER (TYP.)

WALER (TYP.)

REQUIRED HP 10x57

REQUIRED HP 10x57 WALER (TYP.)

WALER (TYP.)

REQUIRED HP 10x57

REQUIRED L 5x5x7/8 ANGLE

REQUIRED HP 10x57 GRATING GIRDERS (TYP.)

REQUIRED W 12x53

REQUIRED W 12x72

TOP EL 643.0

REQUIRED C/L SSP

TOP EL 644.0

REQUIRED C/L SSP

TOP EL 644.0

REQUIRED C/L SSP

TOP EL 642.0

REQUIRED C/L SSP

REQUIRED C/L SSP TOP EL 643.0

PADLOCKED IN PLACE.

GRATING MUST BE ABLE TO BE

IN TWO SECTIONS AS DRAWN.

REQUIRED REMOVABLE GRATING

REQUIRED W 12x72

1/4" 3"

SHEET

TO EACH

WELD 1/2" PL

REQUIRED 1/2" STEEL PLATE

STOPS MIN. 1" FROM FACE OF SSP

REQUIRED W 12x53 GIRDER

1" MIN.

REQUIRED W 12x53

CRANE BASE MAY BEAR ON GIRDERS

CUT GRATING OVER GIRDERS SO

1/2" STEEL PLATE AND GRATING

REQUIRED MAX. SPACING BETWEEN

REQUIRED W 12x53

REQUIRED W 12x72

REQUIRED W 12x53

REQUIRED W 12x72

REQUIRED SPLICE PLATE AT ALL CORNERS (TYP.)

AT ALL CORNERS (TYP.)

REQUIRED SPLICE PLATE

REQUIRED HP 10x57 GIRDERS (TYP.)

WALER (TYP.)

REQUIRED HP 10x57

REQUIRED 1/2" STEEL PLATE

DEADMAN SSP - PZ22 - 20' LONG EMBED 19' (CUT OFF 1')

D E

A D

M A

N S

S P P

Z ' L

O N

G E

M B E

C U T O

F F

TOP EL 643.0

REQUIRED C/L SSP RETURN WALL

TOP EL 643.0

DEADMAN

REQUIRED C/L SSP

TOP EL 643.0

REQUIRED C/L SSP RETURN WALL

SSP RETURN WALL - PZ22 - 20' LONG EMBED 19' (CUT OFF 1')

S S P R

E T A

G W

A L L S P

Z ' L

O N

G E

M B E

C U T O

F F

S S P R

E T A

G W

A L L S P

Z ' L

O N

G E

M B E

C U T O

F F

SSP RETAINING WALLS - PZ22 - 30' LONG EMBED 29' (CUT OFF 1')

S S P R

G W

LLS

- P

Z22 - 30' LO

G E

M B E D 29' (C

U T O

FF 1')

S S P R

E T A

G W

A L L S P

Z .5 ' L

O N

G E

M B E

C U T O

F F

REQUIRED FILL

SSP RETURN WALL - PZ22 - 20' LONG EMBED 19' (CUT OFF 1')

EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP

EL. 643.00

TOP OF SSP

EL. 644.00

TOP OF SSP EL. 644.00

TOP OF SSP

EL. 644.00

TOP OF SSP

EL. 642.00

TOP OF SSP

EL. 642.00

TOP OF SSP

SEA LAMPREY TRAP PLATFORM STRUCTURAL PLAN VIEW

NOTE: REQUIRED GRADING AND RIP-RAP NOT SHOWN FOR CLARITY.

ACCESS PATH STRUCTURAL PLAN VIEW

GENERAL SHEET NOTES

SEE NOTE 1

REQUIRED CRANE BASE

N A

L C

A N

LEGEND

REQUIRED GRAVEL FILL MDOT 6A

COME UP THROUGH PLATFORM.

GATE STEM AND HANDWHEEL TO

CUT GRATING TO ALLOW SUICE

C E

R T

D F

A L

REQUIRED HANDRAIL

SPECIFICATIONS

MANUFACTURER'S

REQUIRED SSP CAP, PER

EL. 644.00

TOP OF SSP

EL. 642.00

TOP OF SSP

EL. 642.00

TOP OF SSP

MANUFACTURER'S SPECIFICATIONS

REQUIRED SSP CAP, PER

5x5x7/8 ANGLE

REQUIRED L

HANDRAIL

REQUIRED

HANDRAIL

REQUIRED

SMOOTH.

ALL EXPOSED STEEL EDGES NOT REQUIRING CAP SHALL BE GROUND 5.

MANUFACTURER'S SPECIFICATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING SSP CAP PER 4.

SSP CONNECTIONS FOR COR APPROVAL.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DESIGN OF CORNER 3.

MINIMUM 645.0 EL.

BE EASILY OPERATED FROM THE PLATFORM. HANDWHELL SHOULD HAVE

SLUICE GATE STEM SHALL BE SECURED TO THE PLATFORM GRATING AND 2.

REQUIREMENTS OF THE SELECTED DAVIT CRANE.

1. THICKNESS AND DIMENSIONS OF CRANE BASE WILL DEPEND ON THE DESIGN

REQUIRED 1/2" STEEL PLATE

C-303

C-302

A11

C-302

A11

C-501

A13

C-303

A15

C-303

H14

C-303

C-504

C-303

C-502

L1/J11/A1

C-502

A11

C-505

C-302

C-501

C-503

J13

C-503

J13

3.49' 4.37'

3.92'

WIDTH VARIES (SEE PLAN)

1'-1"

6-1/2"

3.5'

3" 3"

3.92'

' 3 .5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

K A

C Z

O R

O W

S K I

C T

O B

E R

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

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D E

T R

M I

A N A

V E

D E

T R

GENERAL SHEET NOTES

C-105

R E

Q U

E D T

R A

P S

T E

E L P

L A

G P

L A

N D

E T

G13

G17

A17

REQUIRED STEEL PLATE DETAIL REQUIRED STEEL PLATE DETAIL

SCALE: 1" = 2' SCALE: 1" = 2'

SCALE: 1" = 2'SCALE: 1" = 2'

SCALE: 1-1/2" = 1'

BOT EL 629.0

TOP EL 637.5

3x3x3/8" ANGLE

REQUIRED L

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

NOTE: HORIZONTAL GIRDERS NOT SHOWN

NOTE: STEEL PLATFORM GRATING NOT SHOWN

1' 2'0 6" 2' 4'0 2' 4'0

2' 4'02' 4'0

ENTRANCE

PLACED OVER TRAP

ALUMINUM GRATING,

REQUIRED REMOVABLE

ENTRANCE

PLACED OVER TRAP

ALUMINUM GRATING,

REQUIRED REMOVABLE

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

BOT EL 631.0

SLUICE GATES

REQUIRED 12" DIA.

M10

REQUIRED REMOVABLE GRATING

SCALE: 1" = 1' 1' 2'0

BOT. EL. 630.5

TOP EL. 634.5

REQUIRED L 1x1x1/4"

BOT. EL. 630.5

TOP EL. 634.5

REQUIRED L 1x1x1/4"

N A

L C

A N

W12x72 (TYP.)

REQUIRED

NOT BE LESS THAN 0.25"

STRAND THICKNESS SHALL

NOT EXCEED 3/4" AND

SHORT DIRECTION SHALL

GRATING OPENING SIZE IN

EXPANDED METAL

REQUIRED GALVANIZED

TOP EL 630.5 BOT EL 634.5

REQUIRED L 1x1x1/4 ANGLE

1/4"

W12x72 (TYP.)

REQUIRED HP

1/4"

1/4" 1-6

1/4"1-6

1/4"

TRAP VAULT STEEL PLATES PLAN

STEEL PLATE

REQUIRED 3/8" THICK

TOP EL 630.5 BOT EL 634.5

REQUIRED L 1x1x1/4 ANGLE

BOT EL 629.5

TOP EL 637.5

3x3x3/8" ANGLE

REQUIRED L

BOT EL 629.0

TOP EL 637.5

3x3x3/8" ANGLE

REQUIRED L

BOT EL 629.0

TOP EL 637.5

3x3x3/8" ANGLE

REQUIRED L

BOT EL 629.0

TOP EL 637.5

3x3x3/8" ANGLE

REQUIRED L

BOT EL 629.0

TOP EL 637.5

3x3x3/8" ANGLE

REQUIRED L

THICK STEEL PLATE

REQUIRED 3/8"

THICK STEEL PLATE

REQUIRED 3/8"

THICK STEEL PLATE

REQUIRED 3/8"

STEEL PLATE

REQUIRED 3/8" THICK

STEEL PLATE

REQUIRED 3/8" THICK

TO SPAN GIRDERS

TO ALLOW 3/8" PLATE

TRIM EXISTING SSP

TO SPAN GIRDERS

TO ALLOW 3/8" PLATE

TRIM EXISTING SSP

BOT EL 631.5

SLUICE GATE

REQUIRED 12" DIA.

C E

R T

D F

A L

BETWEEN PLATE AND WEIR.

SPAN GAP THAT EXISTS

637.5 BOT EL 629.0. SIZE TO

REQUIRED L ANGLE TOP EL

BETWEEN PLATE AND WEIR.

SPAN GAP THAT EXISTS

637.5 BOT EL 629.0. SIZE TO

REQUIRED L ANGLE TOP EL

REQUIRED TRASH RACK

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

SPACING (TYP.)

BOLTS @ 12"

REQUIRED 1/2"

1-61/4"

1/4"1-6

WEIR.

WELDED TO STEEL PLATES AND MAY BE BOLTED OR WELDED TO THE SSP

PLATE OR ANGLE WILL DEPEND ON SIZE OF GAP. CONNECTIONS MUST BE

ANGLE OR BENT PLATE DEPENDING ON ORIENTATION OF SSP.WIDTH OF

SEAL GAP BETWEEN CUT SSP WEIR AND STEEL PLATES USING 3/8" THICK 6.

BOTTOM OF THE OPENING IN THE STEEL PLATE, EL 630.5.

2 FT THICKNESS AND SHALL BE GRADED TO THE ELEVATION OF THE

RIPRAP SHALL BE PLACED DOWNSTREAM OF THE TRAP ENTRANCES WITH A 5.

4. REQUIRED STEEL PLATES TO BE 3/8" THICK.

SPECIFICATION SECTION 01 76 23.

SLUICE GATE IN ACCORDANCE WITH DATA PACKAGE 1 DEFINED IN

THE CONTRACTOR SHALL PROVIDE AN O&M MANUAL FOR THE INSTALLED 3.

SPECIFICATIONS TO COR FOR APPROVAL PRIOR TO AQUISITION.

THE CONTRACTOR SHALL SUBMIT PROPOSED SLUICE GATE 2.

SHALL INCLUDE PROPER WATER TIGHT SEAL CONNECTION TO STEEL PLATE.

SPECIFICATIONS TO THE COR FOR APPROVAL BEFORE AQUISITION. DESIGN

FEET ABOVE THE TOP OF THE GRATING. SUBMIT GATE DESIGN AND

WHEEL INSTALLED TO OPERATE FROM THE PLATFORM, APPROXIMATELY 3

GATES. THE STEM SHALL COME UP THROUGH THE GRATING AND A HAND

RAILS. A NON-RISING STEM EXTENSION SHALL BE ATTACHED TO BOTH

BAR SHOULD BE LOCATED OVER THE COVER AND AT THE TOP OF THE GATE

GALVANIZED AND THE SEAT AND COVER SHALL BE CAST IRON. A CROSS

GATE WITH A MINIMUM UNSEATING HEAD OF 10 FEET. GATE RAILS SHALL BE

CIRCULAR OPENING. GATE SHALL BE A FLAT BACKED CANAL/SLUICE/SLIDE

1. GATE WILL BE PROVIDED AND INSTALLED FOR EACH 12" DIAMETER

BOT EL 629.0

TOP EL 637.5

2x2x3/8" ANGLE

REQUIRED L

BOT EL 629.0

TOP EL 637.5

x3/8" ANGLE

REQUIRED L 2x2

OPENING

SLUICE GATE

1' DIA. HOLE FOR

SIZES IN STEEL PLATES

TO CONFIRM OPENING

COORDINATE WITH COR

C-105

G17

C-105

G13

C-105

G13

C-105

A13

C-105

A17

C-105

G13

C-504

C-503

C-105

M10

C-105

M10

'-6

'-1

'-0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

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N B

D E

N E

D B

C O

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C T N

S O

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U E D

A T

M A

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D E

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N D

A T

SHEET ID

A AF

P S

C O

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D E

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S T

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C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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K O

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B A

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S K I

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M I

C-106

D E

T R

D E

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M I

A N A

V E

SCALE: 1" = 3'

GENERAL NOTES

F L O

F L

O W

THIS AREA TO EL. 636.0

REQUIRED RIP-RAP FILL IN

LEGEND

SEPT. 2020

WATER EL. 632.7

EQUAL TO 12" DBH.

GREATER THAN OR

EXISTING TREES

BE PROTECTED BY RIPRAP

AREA TO FILL IN WASHOUT TO

REQUIRED GRADING IN THIS

REQUIRED HP 10x57 CROSS BEAMS (TYP.)

3' 6'0

EXISTING SHEETPILE

R E

Q U

E D W

G W

A L L P

L A

CROSS BEAMS (TYP.)

REQUIRED HP 10x57

INSTALLATION

FOR DEADMAN

FOR EXCAVATION

GRADING LIMITS

REQUIRED SHEET PILE WINGWALL SITE PLAN

REQUIRED RIPRAP

EXISTING MAJOR CONTOUR640

642 EXISTING MINOR CONTOUR

REQUIRED CONTOUR640

REQUIRED GRADING LIMIT

DEADMAN AND BRACING

TO INSTALL SSP

EXCAVATION REQUIRED

ASSUMED LIMIT OF OPEN

N A

L C

A N

(TYP.)

10x57 WALER

REQUIRED HP

WINGWALL

UPSTREAM OF

FILL ALONG BANK

REQUIRED RIP-RAP

BOT EL 623.5

TOP EL 636.0

SSP. MIN. 12.5' LONG (TYP)

CONSISTING OF 6 PR. OF PZ22

REQUIRED DEADMEN

EACH SHEET (TYP.)

TO CONNECT TO

REQUIRED WALER

(TYP.)

10x57 WALER

REQUIRED HP

SHEETPILE

EXISTING STEEL

C E

R T

D F

A L

COR.

CONTRACTOR SHALL COORDINATE USFWS ACCESS TO THIS TRAP WITH THE

ALONG THE EXISTING WINGWALL BETWEEN MARCH AND MID-JUNE. THE

THE USFWS INSTALLS AND MAINTAINS A TEMPORARY SEA LAMPREY TRAP 4.

TO THE EXISTING SSP WEIR WINGWALL.

CONNECTION MODIFICATIONS REQUIRED TO INSTALL WALERS VERTICALLY

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR COR APPROVAL OF ANY

THE WINGWALL SSP LEANS TO THE WEST IN SOME LOCATIONS. THE 3.

START OF THE WINGWALL.

INEFFECTIVE FLOW AREA MARKED BY A 45 DEGREE ANGLE FROM THE

HIGHER ELEVATION THAN THE TOP OF SSP AND SHOULD BE PLACED IN THE

RIPRAP PLACED UPSTREAM OF THE WINGWALL SHALL NOT BE PLACED TO A 2.

FOOT THICKNESS. SEE SPECIFICATION SECTION 35 31 19.

STONE ASSOCIATION (NCSA) CLASS R-5 RIPRAP. RIPRAP SHALL HAVE A TWO

REQUIRED RIPRAP MUST MEET THE REQUIREMENTS OF NATIONAL CRUSHED 1.

A U G

R E S R

E R

E A S T B

R A

N C

(EL. 633.0)

EX. O.H.W.M.

A U G

R E

S R

E R

E A

S T B

R A

N C

ALL CORNERS (TYP.)

REQUIRED SPLICE PLATE AT

C-304

C-502

J13

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

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E T

B A

S H

K A

C Z

O R

O W

S K I

C T

O B

E R

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

C-301

D E

T R

M I

A N A

V E

D E

T R

SSP EL. 624.0

BOTTOM REQUIRED

EXISTING GROUND

REQUIRED GROUND

SCALE: 3/8" = 1'

LEGEND

SCALE: 3/8" = 1'

EXISTING GROUND

SWALE W/ 1' BOTTOM

REQUIRED DRAINAGE

WALL TIP EL. 625.0

REQUIRED UPSLOPE

REQUIRED SHEETPILE

642.0 TO 643.0

TOP EL. VARIES

REQUIRED SHEETPILE

TO 614.0

TIP EL. VARIES 613.0

DOWNSLOPE WALL

REQUIRED

REQUIRED BRACING TOP EL. 640.0 (TYP)

MIN. 2 ON 1.

SIDESLOPES VARY

SWALE W/ 2' BOTTOM

REQUIRED DRAINAGE

REQUIRED SHEETPILE

R E

Q U

E D T

R A

P G

R A

G S

E C

N S

REQUIRED TOP/GRAVEL EL. 643.0

SSP EL. 614.0

BOTTOM REQUIRED

EL. 614.0

BOTTOM REQUIRED

EL. 622.5

BOTTOM REQUIRED

640.0 (TYP)

REQUIRED HP 10x57 BRACING TOP EL.

SCALE: 3/8" = 1'

EXISTING GROUND

REQUIRED GROUND (FINAL)

WALL TIP EL. 624.0

REQUIRED UPSLOPE

WALL TIP EL. 624.0

REQUIRED UPSLOPE

(PERMANENT EXCAVATION)

REQUIRED GRADING

ACCESS PATH GRADING SECTION

ACCESS PATH SOUTH ENCLOSURE GRADING SECTIONACCESS PATH NORTH ENCLOSURE GRADING SECTION

HAVE 10" D50

THICK IN SWALE AND

RIP RAP WILL BE 2 FT.

REQUIRED EXCAVATION

REQUIRED RIP RAP

N A

L C

A N

REQUIRED GRAVEL FILL MDOT 6A

OF THE INTERNAL BRACING.

ASSUMED TO ALLOW FOR THE INSTALLATION

THE BOTTOM OF THE BRACING HAS BEEN

EXCAVATION ELEVATION OF 2 FEET BELOW

REQUIRED TO ACHIEVE A LEVEL SURFACE. AN

EXISTING GRADE TO BE EXCAVATED AS

EXCAVATION WITHIN REQUIRED SSP BINWALL.

REQUIRED HP 10x57 BRACING C/L EL. 640.0 (TYP)

REQUIRED HP 10x57 WALER

REQUIRED MDOT 6A GRAVEL FILL

REQUIRED HP 10x57 WALER TOP EL 640.0

C E

R T

D F

A L

4'0 2' 8' 4'0 2' 8'

4'0 2' 8'

REQUIRED 4" STEEL GRATING

REQUIRED HP 10x57 GIRDER

SPECIFICATIONS

CAP PER MANUFACTURER'S

REQUIRED SHEETPILE

SPECIFICATIONS

CAP PER MANUFACTURER'S

REQUIRED SHEETPILE

TOP EL. 641.0 (TYP)

REQUIRED HP 10X57 BRACING

GEOTEXTILE

REQUIRED

GEOTEXTILE

REQUIRED

REQUIRED GEOTEXTILE

TOE DRAIN

REQUIRED

OF THE BRACING ASSUMED.

ELEVATION OF 2 FEET BELOW THE BOTTOM

LEVEL SURFACE. EXCAVATE TO AN

EXCAVATED AS REQUIRED TO ACHIEVE A

SSP BINWALL. EXISTING GRADE TO BE

REQUIRED EXCAVATION WITHIN REQUIRED

CENTERLINE OF THE BRACING ASSUMED.

ELEVATION OF 2 FEET BELOW THE

LEVEL SURFACE. EXCAVATE TO AN

EXCAVATED AS REQUIRED TO ACHIEVE A

SSP BINWALL. EXISTING GRADE TO BE

REQUIRED EXCAVATION WITHIN REQUIRED

GRAVEL EL. 642.0

REQUIRED TOP OF

REQUIRED MDOT 6A GRAVEL FILL

6A GRAVEL FILL

REQUIRED MDOT

6A GRAVEL FILL

REQUIRED MDOT

REQUIRED HANDRAIL

REQUIRED ANGLE L5X5X7/8

OF THE BRACING ASSUMED.

ELEVATION OF 2 FEET BELOW THE BOTTOM

LEVEL SURFACE. EXCAVATE TO AN

EXCAVATED AS REQUIRED TO ACHIEVE A

SSP BINWALL. EXISTING GRADE TO BE

REQUIRED EXCAVATION WITHIN REQUIRED

REQUIRED HANDRAIL

TEMPORARY EXCAVATION

AND SITE

ACCESS ROAD

TIE INTO EXISTING

AND SITE

ACCESS ROAD

TIE INTO EXISTING

GENERAL SHEET NOTES

DISTURBANCE DURING BACKFILLING OPERATIONS.

SECTION 31 23 00.00 20. SECURE GEOTEXTILE TO SSP IN ORDER TO PREVENT

SUBGRADE. FABRIC SHALL MEET REQUIREMENTS SPECIFIED IN SPECIFICATION

LAYER OF NON-WOVEN GEOTEXTILE FABRIC OVER THE EXPOSED, PREPARED

PRIOR TO THE BACKFILLING OF SSP CELLS WITH ENGINEERED FILL, PLACE A 1.

C-505

C-502

C-501

G14

C-502

L1/J11/A1

C-502

L1/J11/A1

14'-1" 3'-11"4'-0" 4'-11" 4'-3"

10'-0"

6'-0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

K A

C Z

O R

O W

S K I

C T

O B

E R

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

D E

T R

M I

A N A

V E

D E

T R

BOT SSP EL 620.0

EXISTING SSP WALL

SEA LAMPREY TRAP SECTION

SCALE: 1/4" = 1'

A11

SEA LAMPREY TRAP SECTION

SCALE: 1/4" = 1'

EXISTING SSP WALL

C-302

TOP PLATFORM GRATING EL 642.0

0 4' 8'2' 0 4' 8'2'

BOT SLAB EL 629.0

R E

Q U

E D T

R A

P S

T R

U C

T U

R E S

E C

N S

REQUIRED 12" DIA OPENING INV. EL. 631.5

REQUIRED 12" DIA OPENING INV. EL. 631.0

REQUIRED L4X4X1/2" (TYP)

4' X 4' X 5' TRAP LOCATION

HANDRAIL

REQUIRED

GRATING

ALUMINUM

1 1/2"

REQUIRED

(TYP)

REQUIRED L4X4X1/2"

REQUIRED HANDRAIL

REQUIRED W12X72 (TYP)

4' X 4' X 5' TRAP LOCATION

N A

L C

A N

W12X53 (TYP)

REQUIRED

W12X72(TYP)

REQUIRED

BOT W12X72 EL 615.5

BOT EXISTING SSP EL 620.0

BOT W12X72 EL 615.5

CONCRETE SLAB

THICK PRECAST

REQUIRED 6"

TOP W12X72 EL 640.9

SCALE: 1" = 10'

EXISTING GROUND

EXISTING SSP

EXISTING GROUND

10' 20'0

E A

S T B

R A

N C

H A

U G

R E

S R

E R

PLATES MAY BE INSTALLED.

THAT CONCRETE SLAB AND STEEL

TRIM EX. SSP AS NECESSARY SO

E A

S T B

R A

N C

H A

U G

R E

S R

E R

LEGEND

GENERAL SHEET NOTES

REQUIRED RIP RAP

REQUIRED EXCAVATION

TOP PLATFORM GRATING EL 642.0

NOTE: RIPRAP ALONG BANK NOT SHOWN.

TOP OF STEEL PLATES 637.5

C E

R T

D F

A L

MAXIMUM SLOPE

REQUIRED 1.5 ON 1

REQUIRED EXCAVATION

EXCAVATION

REQUIRED TEMPORARY

EL 630.5

EL 628.5

WATER SURFACE EL 631.4

EXCAVATION

REQUIRED TEMPORARY

EL 637.0

REQUIRED 12" DIA OPENINGS IN STEEL PLATE

UPSTREAM WATER SURFACE EL 632.7

REQUIRED 6" THICK PRECAST CONCRETE SLAB

REQUIRED RIPRAP IN TRAP VAULT

UPSTREAM OF WEIR

REQUIRED RIPRAP

EXCAVATION

REQUIRED

UPSTREAM WATER SURFACE EL 632.7

REQUIRED RIP-RAP DOWNSTREAM OF WEIR SECTION

GRATING

REQUIRED 1

THICKNESS

SHORE PROTECTION, 2 FT

REQUIRED RIP RAP FOR

TOP EL 637.5, BOT EL 628.0

REQUIRED (2) 9.5' X 4'-8" X 3/8" THICK PLATES

REQUIRED (1) 9.5' X 5'-4" X 3/8" THICK PLATE

REQUIRED (1) 9.5' X 5'-2" X 3/8" THICK PLATE

TOP EL 637.5, BOT EL 628.0

THICK STEEL PLATE

REQUIRED (1) 9.5' X 3'-11" X 3/8"

TOP EL 629.0

REQUIRED RIPRAP IN TRAP VAULT

TOP EL 637.5, BOT EL 628.0

3/8" THICK STEEL PLATE

REQUIRED (1) 9.5' X 3'-11" X

FLUSH WITH THE ENTRANCE INVERTS.

VAULT AND SEA LAMPREY TRAP ENTRANCES. THE TOP OF RIPRAP SHALL BE

RIVER BED SURFACE SHALL BE GRADED TO EL 630.5 DOWNSTREAM OF TRAP 6.

COATING OF STEEL PLATES, ANGLES, AND COLUMNS.

MATERIALS, A DISSIMILAR METAL FROM THE TRAP VAULT, NECESSITATING

4' X 4' SQUARE, 5' TALL. TRAP WILL BE CONSTRUCTED OF ALUMINUM

SEA LAMPREY TRAP WILL BE CONSTRUCTED BY OTHERS WITH DIMENSIONS OF 5.

SPECIFICATION SECTION 35 31 19.

RIPRAP SHALL HAVE TWO FOOT THICKNESS AND D50 OF 10 INCHES. SEE 4.

PRECAST CONCRETE BASE TO SIT DIRECTLY ON THE SSP WEIR AND FILL.3.

VERIFY SSP WEIR ELEVATION AND UPDATE COR.2.

SPECIFICATION SECTION 05 52 00 METAL RAILINGS FOR FURTHER DETAILS.

HANDRAILS SHALL MEET THE REQUIREMENTS IN EM-385-1-1. REFER TO 1.

C-505

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

K A

C Z

O R

O W

S K I

C T

O B

E R

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

C-303

D E

T R

M I

A N A

V E

D E

T R

R E

Q U

E D C

O N

N E

C T

N S

E C

6"1 1/2 " 1 1/2 "

STEEL PLATE

12"x12"x3/8"

REQUIRED

A325 BOLTS

CONNECTION W/ 3/4"

DOUBLE ANGLE

REQUIRED 4"x4"x3/8

A325 BOLTS

REQUIRED 3/4"

REQUIRED 3/4" A325 BOLTS

1/2" DIA. (TYP.)

FLANGES

REQUIRED COPED

STEEL PLATE

REQUIRED 12"x12"x3/8"

A325 BOLTS

ANGLE CONNECTION W/ 3/4"

REQUIRED 4"x4"x3/8 DOUBLE

REQUIRED 3/4" A325 BOLTS

STEEL PLATE

REQUIRED 12"x12"x3/8"

BOLTS

ANGLE CONNECTION W/ 3/4"

REQUIRED 4"x4"x3/8 DOUBLE

REQUIRED 12"x12"x3/8" STEEL PLATE

H14

SECTION

SCALE: 2" = 1'

SECTION

SCALE: 2" = 1'

SECTION

SCALE: 2" = 1'

SECTION

SCALE: 2" = 1'

REQUIRED 12"x12"x3/8" STEEL PLATE

REQUIRED W 12x53

REQUIRED 3/4" STEEL PLATE

REQUIRED 3/4" A325 BOLTS

SECTION

SCALE: 2" = 1'

REQUIRED W 12x53

REQUIRED W 12x72

3/4" A325 BOLTS

CONNECTION W/

DOUBLE ANGLE

REQUIRED L4x4x3/8

CONNECTION W/ 3/4" A325 BOLTS

REQUIRED 5"x5"x7/8 DOUBLE ANGLE

REQUIRED W 12x53

LENGTH OF WEB

REQUIRED 3/4" PLATE FULL

REQUIRED 3/4" A325 BOLTS

SECTION

SCALE: 2" = 1'

A15

1/4

MANUFACTURER

BOLTS PER

REQUIRED

1/2" MAX.

CONNECTION W/ 3/4" A325 BOLTS

REQUIRED L4x4x3/8 ANGLE

REQUIRED CRANE BASE

EACH GIRDER UNDER C/L OF

ON EACH SIDE OF WEB ON

REQUIRED 1/2"x3" STIFFENER

REQUIRED CRANE BASE

W12x53

REQUIRED

W12x72

REQUIRED

W12x53

REQUIRED

W12x72

REQUIRED

W12x53

REQUIRED

W12x72

REQUIRED

W12x53

REQUIRED

W12x72

REQUIRED

CONNECTION W/ 3/4" A325 BOLTS

REQUIRED L4"x4"x3/8 DOUBLE ANGLE

CONNECTION W/ 3/4" A325 BOLTS

REQUIRED L5"x5"x7/8 DOUBLE ANGLE

C E

R T

D F

A L

N A

L C

A N

0 6" 1'3"0 6" 1'3" 0 6" 1'3"

0 6" 1'3"0 6" 1'3"0 6" 1'3"

W12x53

REQUIRED

W12x53

REQUIRED

17'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

O R

D E

T R

D E

T R

M I

A N A

V E

A N

S I

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

C-304

R E

Q U

E D W

G W

A L L S

E C

SCALE:

REQUIRED WING WALL SUPPORT SECTION

A U G

R E

S R

E R

E A

S T B

R A

N C

WINGWALL TOP EL

SHEETPILE

EXISTING STEEL

TIP EL. 623.5

DEADMAN

REQUIRED

OFFSET DEADMAN TO EXISTING SSP

ALL INTERNAL BRACING.

CREATE LEVEL SURFACE FOR INSTALLATION OF

CONTRACTOR TO EXCVATE AS REQUIRED TO

THE TOP OF THE EXISTING SSP WALL.

REQUIRED HP 10x57 TO BE SET 2 FEET BELOW

K A

C Z

O R

O W

S K I

R O

S S

TOP EL. 636.0

OF PZ22 SSP

CONSISTING OF 6 PR.

REQUIRED DEADMAN

GROUND

EXISTING

INSTALLATION

DEADMAN

NECESSARY FOR

LIMITS OF EXCAVATION

THE BRACING ASSUMED.

2 FEET BELOW THE BOTTOM OF

EXCAVATE TO AN ELEVATION OF

ACHIEVE A LEVEL SURFACE.

EXCAVATED AS REQUIRED TO

EXISTING GRADE TO BE

DEADMAN INSTALLATION.

TEMPORARY EXCAVATION FOR

SITE MATERIAL

DEADMAN WITH ON

GRADES BEHIND SSP

REESTABLISH SITE

INSTALLATION.

DEADMAN

NECESSARY FOR

EXCAVATION

LEGEND

REQUIRED RIP RAP

INNER PAN OF EXISTING SSP.

WALER FOR ENTIRE WIDTH OF

CONTACT WITH FLANGE OF

SHIMS SHALL HAVE FULL

IN A VERTICAL ORIENTATION.

TO ALLOW FOR SSP TO BE SET

EXISTING SSP AS REQUIRED

BETWEEN WALER AND

REQUIRED WALER, TYP. SHIM

REQUIRED EXCAVATION & FILL

C E

R T

D F

A L

C T

O B

E R

N A

L C

A N

RIPRAP FILL TO EL. 636.0

REQUIRED 2' THICK

ON-SITE MATERIAL

SSP DEADMAN WITH

SITE GRADES BEHIND

REESTABLISH EXISTING

SHEET NOTES

WING WALL SSP.

ADDITIONAL CONNECTIONS REQUIRED TO VERTICALLY INSTALL WALER TO

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR COR APPROVAL FOR 1.

J11

C-502

VARIES

R E

Q U

E D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

O R

D E

T R

D E

T R

M I

A N A

V E

A N

S I

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

C-501

R E

Q U

E D D

E T

A13

SCALE: 3" = 1'

G14

SCALE: 3" = 1'

TOE PLATE, NOT SHOWN FOR CLARITY

TYPICAL ALUMINUM GRATING CONNECTION RAILING,

C W12x53

GRATING

SERRATED ALUMINUM

GRATING SADDLE CLIP

SPACED AT 4" C TO C

RECTANGULAR CROSS BARS

AT 1 3/16" C TO C (TYP.)

BEARING BARS SPACED

1 3/4" x 3/16" SERRATED

TOE PLATE, NOT SHOWN FOR CLARITY

TYPICAL ALUMINUM GRATING CONNECTION RAILING,

GRATING SADDLE CLIP

SCALE: 3" = 1'

REQUIRED HP 10x57

1/2 "

R E

Q U

E D S

S P

1/4

TYPICAL PLATFORM GRATING PANEL DETAIL

TYPICAL PLATFORM GRATING CONNECTION DETAIL

TYPICAL ACCESS PATH GRATING DETAIL

REQUIRED 1" A325 BOLTS

PERPENDICULAR TO L5x5x7/8

REQUIRED 1/4" STIFFENER AT C/L OF GIRDER

REQUIRED ANGLE L5x5x7/8

BOLT ANGLE TO EACH SHEET

REQUIRED 1" A325 BOLTS

S T

E E

L G

R A

H E

A V

Y D

REQUIRED 1/2" STEEL PLATE OVER SSP

1/4 3"

SHEET

EACH

WEB OF

1/4

SCALE: 3" = 1'

THE PANEL

6" FROM EACH SIDE OF

BEARING BAR APPROX.

WELDS AT ENDS OF

1/4 3"

SUPPORT

INTERMEDIATE

OF PANEL AT EACH

WELDS IN MIDDLE

TYPICAL ACCESS PATH GRATING PANEL DETAIL

6"0 3" 1'

GRATING SADDLE CLIPS

K A

C Z

O R

O W

S K I

R O

S S

N A

L C

A N

C E

R T

D F

A L

C T

O B

E R

1-1/2" 1-1/2"6"6"

-1 /2

6" SPACING TYP.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K

K O

R Z

E T

B A

S H

O R

D E

T R

D E

T R

M I

A N A

V E

A N

S I

C O C

O U

N T

M D

N R S

E A L

A M

P R

E Y T

R A

E A

S T B

R A

N C

H A

U G

R E

S R

E R

C-502

J11

A1 6"0 3" 1'

6"0 3" 1'

1/2"

3/8

REQUIRED STEEL PLATE 9.5" x 0.5"

REQUIRED 1" A325 BOLTS (TYP.)

REQUIRED L 5x5x7/8

REQUIRED 1" A325 BOLTS (TYP.)

1/2"

REQUIRED HP 10x57

PLATE ON EACH END

REQUIRED 1/4" STIFFENER

3/8

TOP & BOTTOM

REQUIRED L 5x5x7/8

REQUIRED STEEL PLATE 9.5" x 0.5"

REQUIRED HP 10x57

1-1/2"

3/8

1-1/2"

3/8

PLATE 9.5" x 0.5"

REQUIRED STEEL

REQUIRED 1" A325 BOLTS (TYP.)

A325 BOLTS (TYP.)

REQUIRED 1"

A11

REQUIRED 1" A325 BOLTS (TYP.)

REQUIRED SSP

NOTE: REQUIRED STIFFENERS NOT SHOWN

SCALE: 1" = 1' 0 1' 2'6"

1/4" 3" EACH SHEET

ON WEB OF

1/2"

L 5x5x7/8

REQUIRED

BEFORE WALKWAY

1/2" STEEL PLATE SPANNING SSP AND BOTTOM

STEEL PLATE TOP

REQUIRED 1/2" x 4"

AND BOTTOM

STEEL PLATE TOP

REQUIRED 1/2" x 4"

TYPICAL CROSS BEAM CONNECTION DETAIL

SCALE: 3" = 1'

R E

Q U

E D C

R O

S S B

E A

M D

E T

REQUIRED CROSS BEAM TO WALER ATTACHMENT DETAIL

CROSS BEAM

REQUIRED HP 10x57

REQUIRED HP 10x57 CROSS BEAM

REQUIRED ACCESS GRATING GIRDER DETAIL

NOTE: REQUIRED STEEL GRATING NOT SHOWN

GRATING GIRDERS(TYP.)

REQUIRED HP 10x57

K A

C Z

O R

O W

S K I

BEFORE WALKWAY

1/2" STEEL PLATE SPANNING SSP

NOTE: DOUBLE ANGLE WEB AND STEEL PLATES NOT SHOWN

GENERAL SHEET NOTES

WING WALL EXISTING SSP.

ADDITIONAL CONNECTIONS REQUIRED TO VERTICALLY INSTALL WALER TO

CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR COR APPROVAL FOR 1.

N A

L C

A N

C E

R T

D F

A L

C T

O B

E R

FROM SSP WEB

TRIM STEEL PLATE 1"

NOTE: FLANGE PLATES & STIFFENERS NOT SHOWN

HP 10x57

REQUIRED

WITH CROSS BEAM

SPACED 6" APART, CENTERED

2 REQUIRED 1" A325 BOLTS

WITH CROSS BEAM

SPACED 6" APART, CENTERED

2 REQUIRED 1" A325 BOLTS

REQUIRED SSP

R .5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

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D E

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N D

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SHEET ID

A AF

P S

C O

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D E

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S T

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I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

A R

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P S O

F E

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K O

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B A

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D E

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V E

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L1 6"0 3" 1'

A11

SCALE: 3" = 1'

K A

C Z

O R

O W

S K I

C-503

REQUIRED ACCESS PATH AND WINGWALL SPLICE PLATE DETAIL

REQUIRED HP 10x57

REQUIRED 3/4" PLATE TOP & BOTTOM

REQUIRED 1" BOLTS

REQUIRED HP 10x57

REQUIRED 1" BOLTSREQUIRED PZ-22 STEEL SHEET PILE

REQUIRED PZ-22 STEEL SHEET PILE

REQUIRED ACCESS PATH AND WINGWALL WALER TO SSP ATTACHMENT DETAIL

6"0 3" 1'

NOTE: ANGLE WILL VARY BASED ON LOCATION

LOCATION

ANGLE WILL VARY BASED ON

REQUIRED 1/2" BETWEEN WALES

PROPOSED SSP WALL (TYP.)

REQUIRED RIP-RAP LAYER

GRADE TO BOTTOM OF DRAIN.

REQUIRED FREEBOARD - FINAL

BRACING.

INSTALLATION OF SSP INTERNAL

REQUIRED TEMPORARY GRADE FOR

SCALE: 1" = 5

LIMESTONE ENGINEERED FILL.

REQUIRED MDOT 6AA CRUSHED

OF SSP (INCLUDING RIP RAP SURFACE

REQUIRED FINSHED GRADE AT FACE

FLANGE BEARING FULLY ON FACE SSP

ALLOW BODY OF DRAIN TO PASS WITH

SSP ONLY AS LARGE AS REQUIRED TO

REQUIRED CIRCULAR PENETRATION IN

PREPARED TO ACCEPT RIP-RAP LAYER

REQUIRED SUBGRADE SUITABLY

EXISTING GROUND

TYPICAL ACCESS PATH SSP DRAIN DETAIL

0 5' 10'

S S

P D

R A

E T

N A

L C

A N

SCALE: 1" = 1' 0 1' 2'6"

12" DIAMETER CAST IRON SLUICE GATE

REQUIRED STAINLESS STEEL FRAME

REQUIRED HAND WHEEL

REQUIRED TOP OF STEEL PLATE

REQUIRED TOP OF GRATING

THROUGH ENTIRE SLUICE GATE FRAMING.

NOTE: CONTRACTOR TO ENSURE STABILIZATION OF EXTENDED STEM

REQUIRED SLUICE GATE CONCEPTUAL DRAWING

REQUIRED GATE STEM

A B

O V

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O P O

F G

R A

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L U

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A T

C R

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S B

E A

TO PLATFORM GRATING

STEM TO BE STABLIZED BY CONNECTION

EL 642.0

EL 637.5

REQUIRED GATE STEM EXTENSION

C E

R T

D F

A L

C T

O B

E R

ELEVATION TO BE APPROVED BY COR

REQUIRED ADDITIONAL BRACE, FINAL

PLACE DRAIN THROUGH INTERLOCK

DIAMETER OPEN END DRAIN. DO NOT

DING PURPOSES, ASSUME A 3-INCH

PER DRAIN PLAN DRAWING. FOR BID

OPEN DRAIN PLACED APPROXIMATELY

REQUIRED 3-INCH DIAMETER CIRCULAR

OPERATIONS.

PREVENT DISTURBANCE DURING BACKFILLING

SECURE GEOTEXTILE TO SSP IN ORDER TO

SPECIFICATION SECTION 31 23 00.00 20.

SHALL MEET REQUIREMENTS SPECIFIED IN

EXPOSED, PREPARED SUBGRADE. FABRIC

NON-WOVEN GEOTEXTILE FABRIC OVER THE

WITH ENGINEERED FILL, PLACE A LAYER OF

PRIOR TO THE BACKFILLING OF SSP CELLS

3'-4"

3'-2"

3'-4"

1'-2"

3'-2"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

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K E

D B

D R

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D E

N E

D B

C O

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S O

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SHEET ID

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I n c r e a o f i t

S u b m

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V a l g i n e e r i

U .S

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M I

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V E

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R A

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H A

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C-504

R E

Q U

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R A

S H R

A C

K D

E T

A1 A9

A136"0 3" 1' 6"0 3" 1' 6"0 3" 1'SCALE: 3" = 1' SCALE: 3" = 1'

6"0 3" 1'SCALE: 3" = 1'

REQUIRED TRASH RACK PLAN VIEW

REQUIRED TRASH RACK SECTION REQUIRED TRASH RACK SECTION REQUIRED TRASH RACK SECTION

SCALE: 3" = 1'

1/4"

1/4" 1/4"

3" WIDE

REQUIRED 3/8" THICK STEEL PLATE -

3" WIDE

REQUIRED 3/8" THICK STEEL PLATE -

REQUIRED 2"x2"x3/8" ANGLE

SHEET 3/4" NO. 9 FLATTENED

REQUIRED EXPANDED STEEL

PLATES - 3" WIDE

REQUIRED 3/8" THICK STEEL

THICK STEEL PLATE

REQUIRED BENT 3/8"

REQUIRED BENT 3/8" THICK

1" BOLTS

REQUIRED

1" BOLTS

REQUIRED

PLATES 3" WIDE

REQUIRED 3/8" STEEL

3" WIDE

STEEL PLATES

REQUIRED 3/8"

ANGLE

2"x2"x3/8"

REQUIRED

ANGLE

2"x2"x3/8"

REQUIRED

C E

R T

D F

A L

C T

O B

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N A

L C

A N

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4" (TYP.)

3" SPACING

3/4" BOLTS @

REQUIRED

TRASH RACK REMOVAL

IN STEEL PLATE FOR

REQUIRED 1" DIA. OPENING

1/4"

PLATES 3" WIDE

REQUIRED 3/8" STEEL

PLATES 3" WIDE

REQUIRED 3/8" STEEL

WIDE

STEEL PLATES 3"

REQUIRED 3/8"

WIDE

STEEL PLATES 3"

REQUIRED 3/8"

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4"

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4"

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4"

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4"

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4"

SPACING (TYP.)

BOLTS @ 3"

REQUIRED 3/4"

ANGLE

2"X2"X3/8"

REQUIRED

C-504

1' - 0"1' - 0"

6' 0" MAX POST SPACING

MEASURED ALONG RAIL (TYP.)

1 1/2" DIA. STD. ALUMINUM PIPE

REQUIRED RAILING BASE AND BOLTS PER

RAILING MANUFACTURER SPECIFICATIONS.

ATTACH TO SSP WALL

PER MANUFACTURERS RECOMMNEDATION

8' - 0" MAX

ATTACH TO W12X53 PER MANUFACTURERS

RECOMMENDATIONS (TYP.)

REQUIRED W12X53

1 1/2" DIA. STD. ALUMINUM PIPE

REQUIRED 4" TOE PLATE

PER MANUFACTURERS RECOMMNEDATION

8' - 0" MAX

ATTACH TO W12X53 PER MANUFACTURERS

RECOMMENDATIONS (TYP.)

REQUIRED W12X53

1 1/2" DIA. STD. ALUMINUM PIPE

4" 1'

1 1/2" ALUMINUM GRATING

4" HEAVY DUTY STEEL GRATING

REQUIRED 1 1/2"

BOLT (TYP.)

REQUIRED 1 1/2"

ALUMINUM RAILING

REQUIRED BASE FLANGE

W/ 1 1/2" DIA. PIPE

REQUIRED GRATING

REQUIRED TOE PLATE FOR PLATFORM RAILING,

NOT REQUIRED FOR ACCESS PATH RAILING

REQUIRED BASE

FLANGE W/ 1 1/2"

DIA PIPE

REQUIRED 1 1/2" ALUMINUM

GRATING

W12X53

REQUIRED 1 1/2" DIA. STD.

ALUMINUM PIPE

REQUIRED EXTRUDED

ALUMINUM TOE PLATE

REQUIRED TOE

PLATE CLAMP

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

O C

O U

Y, M

C H

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U .S

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M Y

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C O

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B Y:

D R

B Y:

E D

N . K

R O

O R

. H

H . B

O R

C-505

N G

SCALE: 3/4" = 1'-0"J1

TYPICAL ACCESS PATH RAILING PROFILE

SCALE: 3/4" = 1'-0"A1

1 1/2" GRATING PLATFORM RAILING DETAIL

SCALE: 3/4" = 1'-0"A7

4" GRATING ACCESS PATH RAILING DETAIL

SCALE: 3" = 1'-0"J16

ACCESS PATH RAILING CONNECTION

SCALE: 3" = 1'-0"E1

TYPICAL RAILING CONNECTION

0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3'

0 0.5' 1' 2' 3' SCALE: 6" = 1'-0"J10

ACCESS PATH RAILING SECTION

0 0.125' 0.25' 0.5' 0.75' 0 0.125' 0.25' 0.5' 0.75'

SCALE: 3" = 1'-0"E6

REQUIRED PLATFORM RAILING SECTION

0 0.125' 0.25' 0.5' 0.75'0 0.125' 0.25' 0.5' 0.75'

REQUIRED

PZ22 STEEL

SHEET PILE

REQUIRED RAILING BASE

AND BOLTS PER RAILING

MANUFACTURER

SPECIFICATIONS. ATTACH

TO STEEL SHEET PILE WALL

S U

B M

T E

D B

C H

E C

K E

D B

D R

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D E

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D B

C O

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SHEET ID

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P S

C O

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I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

U .S

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P S O

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M A

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H A

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RR101

Minnesota

Wisconsin

Illinois

Indiana Ohio

Michigan

Detroit Area Office

Duluth Area Office

Location Map

L ake H uron

La ke E rie

Lake Superior

L a k e M ic h ig a n

Kewaunee Area Office

Area Office Soo

Iosco County, MI East Au Gres River MDNR Sea Lamprey Barrier, Project Location.

E A S T B

R A

N C

H A

U G

R E S R

E R

BARRIER SITE

MDNR SEA LAMPREY

SECTION

094-009-100-001-00

PARCEL #

094-009-400-001-00

PARCEL #

OF SECTION LINE

APPROXIMATE LOCATION

OF SECTION LINE

APPROXIMATE LOCATION

OF SECTION LINE

APPROXIMATE LOCATION

MICHIGAN DNR

090-010-100-002-00

PARCEL #

STATE OF MICHIGAN

094-010-200-001-00

PARCEL #

PLAWECKI, B

JUNGQUIST, K

SCHIRMER, T

090-010-400-001-00

PARCEL #

N A

L C

Y R

WHITTEMORE RD.

ALABASTER RD.

G R

E E

N W

O O

D R

S S

A N

D L

A K

E R

SITE LOCATION

BARRIER

MDNR SEA LAMPREY

OVERALL AERIAL MAP

C13

SCALE: 1" = 2000'

SCALE: 1" = 1000'

VICINITY MAP

ROAD TO SITE

GREENWOOD RD.

OFF OF

EXISTING ROAD

(TEMPORARY EASEMENT)

NEED OF REPAIRS

AREA OF GREENWOOD ROAD IN

N A

L C

A N

R E

A L E

S T

A T

E P

L A

N V

C T

O B

E R

C E

R T

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File details come from the government source that posted it. Updated Nov 5, 2021.