Plans_certified_final_ RTA.pdf

PDF 32 MB Posted Oct 17, 2024

Attached to: FY25 Muskegon Harbor North Revetment Repairs
Solicitation number: W911XK25B0004
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Oct 17, 2024

This document appears to be a Request for Proposal (RFP) for the FY25 Muskegon Harbor North Revetment Repairs project. The U.S. Army Corps of Engineers, Detroit District is seeking a contractor to remove and replace the reinforced concrete walkway, excavate and provide engineered fill, use geotextile reinforcement, prepare the subgrade, remove and replace railing posts, remove any woody vegetation, replenish and add new riprap, and excavate and backfill sinkholes along the Muskegon Harbor North Revetment. The project will include subgrade improvements to restrain the loss of material underneath the concrete walkway. The solicitation number is W911XK25B0004, and the agency is the Department of the Army Corps of Engineers Engineering District Detroit. No specific response or award dates are provided in the information given.

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Other files

File	Type	Posted
ABSTRACT PIEE.pdf	PDF	Dec 13, 2024
ABSTRACT .pdf	PDF	Dec 13, 2024
Amendment 01 W911XK25B0004 0001 .pdf	PDF	Nov 8, 2024
Solicitation_W911XK25B0004_Muskegon_Harbor_North_Revetment_Repairs.pdf	PDF	Oct 16, 2024
Spefication_ Certified_Final_RTA_sealed.pdf	PDF	Oct 16, 2024

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Muskegon

Holland

Kalamazoo

Lansing

Ann ArborDetroit

Flint

Bay City

Traverse City

Petoskey

Sault Ste MarieMarquette

Escanaba

Menominee

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

DETROIT DISTRICT

MUSKEGON, MI

MUSKEGON HARBOR NORTH REVETMENT REPAIR

W911XK24B0010

TBD

07-22-2024

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

1X K2

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

-0

.D W

U M

R . B

C . B

C O

S H

G-001

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

G -0

W G

T D

PROJECT AREA LOCATION

LAKE MICHIGAN

MUSKEGON LAKE

MUSKEGON STATE PARK

MARGARET DRAKE

ELLIOT PARK

PERE MARQUETTE

PARK

Tel:

www.stantec.com

Stantec Consulting Michigan Inc.

1168 Oak Valley Dr., Ste. 100 Ann Arbor MI 48108-2771

(734) 761-1010

W.F. BAIRD & ASSOCIATES

2810 CROSSROADS DR., SUITE 1200

MADISON, WI 53718

www.baird.com

PROJECT AREA

LOCATION

GENERAL NOTES

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

1X K2

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

G -0

W G

T D

1X K2

-0

.D W

U M

R . B

C . B

N O

S, L

O N

G-002

SURVEYS AND DATUMS

1. HORIZONTAL DATUM IS MICHIGAN STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (2113), 1983 NORTH AMERICAN DATUM (NAD 83), US SURVEY FOOT

2. ELEVATIONS ARE IN FEET AND REFERENCED TO INTERNATIONAL GREAT LAKES DATUM 1985 (IGLD85). 0.0' LOW WATER DATUM (LWD) = 577.5' IGLD85.

3. DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE.

4. TOPOGRAPHIC CONTOURS ARE BASED ON SURVEY COMPLETED BY COLEMAN ENGINEERING ON JANUARY 25, 2023

5. HIGH RESOLUTION IMAGERY COLLECTED BY BAIRD JANUARY 18, 2023.

6. AERIAL IMAGERY: GOOGLE EARTH

WATER LEVELS

1. WATER LEVELS ON LAKE MICHIGAN FLUCTUATE. OBTAIN CURRENT WATER LEVEL INFORMATION FROM CREDIBLE SOURCES FOR EXPECATION OF POSSIBLE LEVELS TO

BE ENCOUNTERED DURING CONSTRUCTION.

2. MONITOR WATER LEVELS, WIND DIRECTION, AND STORM CONDITIONS DAILY AND PLAN WORK ACCORDINGLY. LIMIT THE LINEAR EXTENT OF OPEN EXCAVATIONS TO PREVENT EROSION AND DAMAGE TO THE UPLAND AREAS. PROTECT, REPAIR, AND/OR RESTORE IN-PROGRESS SECTIONS OF GEOTEXTILE FABRIC AND STONE UNTIL THE SECTION IS COMPLETE AND ACCEPTED. PROTECT FRESH CONCRETE FROM WAVE CONDITIONS.

GENERAL NOTES

1. THE NOTES SHOWN BELOW ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO ANY NOTES THAT

APPEAR ON THE DRAWINGS.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE TO BECOME FAMILIAR WITH AND DETERMINE EXISTING SITE CONDITIONS DURING ALL PHASES OF THE PROJECT. VERIFY SITE CONDITIONS AND INFORMATION ON DRAWINGS. PROMPTLY REPORT IN WRITING ANY CONCEALED CONDITION, DISCREPANCIES OR DEVIATIONS FROM THE

INFORMATION SHOWN IN THE CONTRACT DOCUMENTS.

3. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

4. A SLOPE STABILITY ANALYSIS HAS NOT BE PERFORMED ON THE EXISTING REVETMENT. THE CONTRACTOR SHALL TAKE CAUTION ON THE SELECTION AND LOCATION OF

EQUIPMENT.

FENCING

1. PROVIDE BARRIERS AS SHOWN ON THE DRAWINGS AND ADDITIONALLY AS REQURIED TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS AND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION.

2. PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND STRUCTURES FROM DAMAGE.

3. INSTALL A TEMPORARY ACCESS GATE AT THE PROJECT SITE. THE HEIGHT AND WIDTH OF SUCH GATE SHALL BE EQUIVALENT TO THE EXISTING FENCING IN TERMS OF PREVENTING PEDESTRIAN AND VEHICULAR ACCESS. THIS TEMPORARY GATE SHALL BE CLOSED AND SECURED BY LOCK DURING ALL NON-CONSTRUCTION HOURS OR IF

THE CONTRACTOR DOES NOT HAVE PERSONNEL ON SITE.

SITE PROTECTION

1. THE ENTIRE WORK AREA AND SURROUNDING AREAS SHALL BE PHOTO DOCUMENTED IN THE PRESENCE OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO

THE COMMENCEMENT OF ANY WORK.

2. ALL DISTURBED AREAS AND FACILITIES NOT SPECIFICALLY IDENTIFIED FOR MODIFICATION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE COMPLETION OF

CONSTRUCTION.

3. THE STAGING OF THE WORK SHALL MINIMIZE THE EXTENT OF THE ACTIVE WORK FRONT TO MINIMIZE THE RISK OF DAMAGE CAUSED BY ENVIRONMENTAL FORCES, SUCH

AS, WAVE OVERTOPPING.

TEMPORARY ACCESS ROAD AND DUNE EXCAVATION

1. THE ACCESS ROAD DESIGN IS AT THE DISCRETION OF THE CONTRACTOR, AND SHALL BE SUCH AS TO ALLOW OPTIMUM REMOVAL OF THE ROAD AT THE END OF CONSTRUCTION, EXCEPT AT CURB OPENING LOCATIONS AS SHOWN IN SHEETS C-101, C-102, AND C-103. THE DESIGN OF THE ACCESS ROAD SHALL IN ALL CASES BE ADEQUATE TO PREVENT RUTTING OR DAMAGE TO THE SUBSURFACE. SUBMIT DESIGN 14 DAYS PRIOR TO CONSTRUCTION. THE FINAL DESIGN IS SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. THE CONSTRUCTION SITE IS LOCATED WITHIN CRITICAL DUNE HABITAT AND THE CONTRACTOR SHALL MAKE EFFORTS TO REDUCE IMPACTS TO THE STEEP SLOPES. THE PROPOSED ACCESS ROAD WIDTHS AND PROPOSED WIDTH TRANSITIONS ARE THE MAXIMUM EXTENT OF TEMPORARY AND/OR PERMANENT DUNE IMPACTS WHICH WILL

BE ALLOWED.

3. SURVEY AND STAKE SPECIFIC ACCESS ROAD AFTER CONSTRUCTION LIMITS HAVE BEEN ESTABLISHED AND FENCING MODIFIED AND INSTALLED.

4. CLEAR TREES AND VEGETATION FROM ACCESS ROAD PATH AND STAGING AREAS. LEAVE TREE STUMPS AND ROOT MASSES IN PLACE WHERE POSSIBLE. SALVAGE SPRIGS FROM EXISTING VEGETATION CLEARED FROM AREAS TO BE EXCAVATED FOR REUSE PER THE REQUIREMENTS OF SPECIFICATION SECTION 32 30 00 - SITE

RESTORATION AND PLANTING.

5. INSTALL TEMPORARY SHORING WALLS WHERE EXCAVATION OF THE DUNES IS REQUIRED TO ESTABLISH SITE ACCESS. REFERENCE SPECIFICATIONS SECTION 31 23

00.00 20 FOR REQUIRED SUBMITTALS.

6. EXCAVATED DUNE SAND SHALL BE STORED ONSITE WITHIN THE CONSTRUCTION STAGING AREAS. FOLLOWING REMOVAL OF THE TEMPORARY ACCESS ROAD, THE DUNES SHALL BE RESTORED WITH THE EXCAVATED DUNE SAND TO THE GRADES INDICATED ON C-101. EXCESS DUNE SAND SHALL BE SPREAD ACROSS THE

TEMPORARY CONSTRUCTION STAGING AREAS AS DIRECTED BY THE COR.

7. SELECT FILL TO BE STABLE AT THE SIDE SLOPES SELECTED UNDER ALL LOAD CONDITIONS. THE SECTION SHALL BE BUILT ON TOP OF A GEOTEXTILE FOUNDATION PROVIDING SEPARATION FROM THE EXISTING SOILS, AND ACTING AS A VISUAL BARRIER REFERENCE DURING REMOVAL.

8. ACCESS ROAD SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION, EXCEPT AT CURB OPENING LOCATIONS AS SHOWN IN SHEETS C-101, C-102, AND C-103, AND THE EXISTING SURFACE RESTORED AS DIRECTED IN THE SPECIFICATIONS. ALL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE.

ENVIRONMENTAL CONTROLS

1. THE CONTRACTOR SHALL AT ALL TIMES FOR THE DURATION OF THE CONTRACT TAKE ALL NECESSARY ACTION TO MINIMIZE AND MITIGATE ANY AND ALL DETRIMENTAL EFFECTS ON THE ENVIRONMENT, INCLUDING BUT NOT LIMITED TO PREVENTING DEBRIS AND SEDIMENTS FROM ENTERING THE WATER OR TRACKING ONTO ROADS, AND SHALL ACT IN ACCORDANCE WITH INSTRUCTIONS AND CONDITIONS ISSUED BY GOVERNMENTAL AGENCIES AND ALL PERMIT REQUIREMENTS.

2. WOODY DEBRIS SHALL BE REMOVED FROM SITE AND DISPOSED OF AT A SITE LICENSED TO RECEIVE THESE TYPES OF DEBRIS.

3. A VEGETATION-RELATED QUARANTINE AND ADVISORY ARE IN EFFECT THAT MAY APPLY TO PROJECT ACTIVITIES. THE QUARANTINE HAS BEEN ESTABLISHED BY THE MICHIGAN DEPARTMENT OF AGRICULTURE AND RURAL DEVELOPMENT (MDARRD) PURSUANT TO 1945 PA 72 AS AMENDED, IN RESPONSE TO THE INSECT PEST HEMLOCK WOOLLY ADELGID (HWA) THAT IS KNOWN TO INFEST HEMLOCK AND TIGER-TAIL SPRUCE TREES IN MUSKEGON COUNTY AND SEVERAL OTHER COUNTIES. THE QUARANTINE REGULATIONS ADDRESS THE MOVEMENT OF HEMLOCK AND TIGER-TAIL SPRUCE NURSERY STOCK, BRANCHES, BOUGHS, ANY TREE PART BEARING TWIGS AND NEEDLES, AND UNCOMPOSTED CHIPPED, SHREDDED, OR GROUND TREE PARTS THAT INCLUDE TWIGS AND NEEDLES WITHIN AND FROM INFESTED COUNTIES IN MICHIGAN. THESE COUNTIES CURRENTLY INCLUDE ALLEGAN, BENZIE, MANISTEE, MASON, MUSKEGON, OCEANA, OTTAWA, AND A PORTION OF WASHTENAW COUNTY.

CONTACT ROBERT MILLER, MDARD INVASIVE SPECIES PREVENTION AND RESPONSE SPECIALIST, MILLERR35@MICHIGAN.GOV OR 517-614-0454, FOR INFORMATION ABOUT THE QUARANTINE. FOR INFORMATION ABOUT HWA VISIT THE HWA WEBPAGE AT WWW.MICHIGAN.GOV/INVASIVES.

4. THE DNR AND OTHER AGENCIES AND ORGANIZATIONS ADVISE THAT OAK WILT, A NON-NATIVE TREE-KILLING FUNGUS, IS KNOWN TO INFECT OAK TREES IN SEVERAL MICHIGAN COUNTIES, INCLUDING MUSKEGON COUNTY. CUTS, BROKEN BRANCHES, OR OTHER DAMAGE TO OAK TREES FROM CONSTRUCTION DURING THE GROWING SEASON MAY RESULT IN THE TREE BECOMING INFECTED AND DYING SHORTLY THEREAFTER. IF POSSIBLE, DO NOT CUT OR TRIM OAK TREES DURING THE GROWING SEASON, ESPECIALLY APRIL 15 THROUGH JULY 15. OPEN CUTS OR WOUNDS IN THE BARK SHOULD BE IMMEDIATELY PAINTED WITH PRUNING SEALER OR TREE PAINT.

ADDITIONAL INFORMATION IS AVAILABLE BY CONTACTING THE LOCAL COOPERATIVE INVASIVE SPECIES MANAGEMENT AREA (CISMA) STAFF OR

INFO@MICHIGANINVASIVES.ORG. LINKS TO LOCAL CISMA WEB SITES ARE FOUND AT

WWW.MICHIGANINVASIVES.ORG.

5. CONSTRUCTION ACTIVITIES ARE PROHIBITED IN THE INTERDUNAL WETLAND TO AVOID TAKE OF SPECIES ON THE STATE LIST OF THREATENED AND ENDANGERED

SPECIES.

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AVG AVERAGE

BM BENCHMARK

CHFR CHAMFER

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR(ANCE)

CONC CONCRETE

COR CONTRACT OFFICER'S REPRESENTATIVE

CP CONTROL POINT

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DL DEAD LOAD

DN DOWN

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXC EXCAVATE

EXST EXISTING

FT FEET

GA GAGE

G GROUND

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

IGLD 85 INTERNATIONAL GREAT LAKES DATUM OF 1985

IN INCH

LB POUND

LD LOAD

LDG LOADING

LF LINEAR FEET

LG LENGTH

LL LIVE LOAD

LOW LIMIT OF WORK

LWD LOW WATER DATUM (IGLD 85)

MAX MAXIMUM

MI MICHIGAN

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

N/A NOT APPLICABLE

NAD 83 1983 NORTH AMERICAN DATUM

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OHWM ORDINARY HIGH WATER MARK

PCF POUNDS PER CUBIC FOOT

PL PROPERTY LINE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RADIUS

REF REFERENCE

REV REVISION

ROW RIGHT OF WAY

S SOUTH

SCH SCHEDULE

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

STA STATION

STD STANDARD

T/ TOP

TEMP TEMPORARY

THK THICK(NESS)

TOPO TOPOGRAPHY

TYP TYPICAL

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

WP WORKING POINT

WT WEIGHT

YD YARD

INDEX

SHEET

NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 GENERAL NOTES, LEGEND, ABBREVIATIONS

G-003 OVERALL PROJECT PLAN

RR101 REAL ESTATE PLAN

V-101 EXISTING CONDITIONS, DAMAGE LOCATION & TYPE (1 OF 3)

V-102 EXISTING CONDITIONS, DAMAGE LOCATION & TYPE (2 OF 3)

V-103 EXISTING CONDITIONS, DAMAGE LOCATION & TYPE (3 OF 3)

CD101 SITE DEMOLITION PLAN (1 OF 3)

CD102 SITE DEMOLITION PLAN (2 OF 3)

CD103 SITE DEMOLITION PLAN (3 OF 3)

S-302 TYPICAL REPAIR SECTION (2 OF 2)

S-501 DETAILS - CUT-OFF WALL, GROUTED FILL

GC001 CONSTRUCTION STAGING, ACCESS & SESC PLAN

C-101 CIVIL SITE PLAN (1 OF 3)

C-102 CIVIL SITE PLAN (2 OF 3)

C-103 CIVIL SITE PLAN (3 OF 3)

L-101 LANDSCAPE PLAN

S-502 DETAILS - CIP CONCRETE WALKWAY

S-503 DETAILS - PIPERAIL

S-301 TYPICAL REPAIR SECTION (1 OF 2)

C-501 SITE PREPARATION DETAILS

LOW

W LOW

LOW

15+57

17+00

23+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00 24+01.52

7 8

PROJECT LIMITS (US FT)

POINT#

NORTHING

636,006.48

636,052.49

636,152.53

636,203.54

636,274.58

636,229.98

636,258.81

636,253.74

636,333.81

636,345.59

636,480.66

636,525.57

636,596.61

636,551.83

636,776.27

636,838.38

636,810.07

636,847.63

636,846.99

637,000.74

636,877.10

636,893.99

636,888.98

637,017.45

637,025.23

637,072.24

637,149.90

637,162.47

637,086.18

637,156.55

637,111.28

637,155.88

637,101.70

636,826.98

636,786.17

636,690.96

EASTING

12,597,467.68

12,597,443.78

12,597,627.67

12,597,600.83

12,597,735.22

12,597,758.81

12,597,812.96

12,597,822.74

12,597,974.05

12,597,976.55

12,598,231.73

12,598,208.04

12,598,342.43

12,598,366.10

12,598,789.90

12,598,756.64

12,598,703.26

12,598,647.51

12,598,609.33

12,598,916.43

12,598,980.14

12,599,011.99

12,599,021.64

12,599,264.08

12,599,266.75

12,599,241.72

12,599,200.91

12,599,224.32

12,599,266.65

12,599,398.99

12,599,423.00

12,599,507.08

12,599,535.13

12,599,016.76

12,598,935.54

12,598,758.30

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

LAKE MICHIGAN

PARKING LOT

1X K2

-0

.D W

U M

R . B

C . B

C T

G-003

MUSKEGON

STATE PARK

SEE SHEETS V-101, CD101, AND C-101

SEE SHEETS V-102, CD102, AND C-102

SEE SHEETS V-103, CD103, AND C-103

S. SCENIC DR.

APPROX. REACH J

APPROX. REACH K

BID OPTION 1: 15+57 TO 17+00

BASE BID: 0+00 TO 15+57

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

G -0

W G

T D

SURVEY CONTROL LINE

STATION NORTHING

637,151.97

636,785.92

636,027.13

EASTING

12,599,585.92

12,598,895.42

12,597,464.11

DESCRIPTION

16+20

24+01.52

16+20

0+00

SCALE: 1" = 100'-0"

OVERALL PROJECT PLANA1

PLAN

NORTH

100' 200'0

BID OPTION 2: 17+00 TO 23+00

MUSKEGON CHANNEL

598597596595594593592

591590589 588587

586585

585586

585585

LOW LOW LOW

LOW LOW

LOW

LOW LOW

W LOW

LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

LOW

15+57 17+00

23+00WE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

30' 60'0

CONTEXT MAP

SCALE: 1" = 500'-0"G17

500' 1000'0

SINKHOLE

CP-3

595.70'

EDGE OF WATER

PLAN

NORTH

PROPOSED LIMIT OF WORK

EXISTING SURFACE (1' AND 5')

LIMIT OF WORK

SURVEY CONTROL POINT

EXISTING SURVEY MONUMENT

PIPE RAILING

PHOTO LOCATION MARKER

EXISTING VEGETATION

DECIDUOUS TREE

CONIFEROUS TREE

SHRUB

LOW

LEGEND

PLAN

NORTH

1X K2

V-

D W

U M

R . B

C . B

G C

O N

S, D

(1 O

F 3)

V-101

C H

T V-

MUSKEGON CHANNEL

K11

APPROX. REACH J APPROX. REACH K

BASE BID 0+00 TO 15+57

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

V-

W G

T D

GENERAL SHEET NOTES

1. DATE OF SURVEY: 1-25-23

SCALE: 1" = 30'-0"

EXISTING CONDITIONSA1

SCALE: NTS

STA. 0+00 LOOKING EASTK1 SCALE: NTS

VOID BENEATH WALKWAYK6 SCALE: NTS

SINKHOLE AT LANDWARD EDGE OF WALKWAYK11

585585

LOW LOW LOW

W LOW LOW

LOW LOW LOW LOW LOW LOW LOW

LOW

LOW LOW LOW

LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

WWWWWWWWW

WWW

E E E E E E E E E E E E E

W W

LOW

15+57 17+00

23+00WE

OUTDOOR SHELTER:

PICNIC TABLE UNDERNEATH

PIER

SINKHOLE

BENCHES

CP-2

586.32'

CP-1

585.71'

EDGE OF WATER

STEPS

4" BOLLARD

SIGN

LIMIT OF WORK

1X K2

V-

D W

U M

R . B

C . B

G C

O N

S, D

(2 O

F 3)

V-10230' 60'0

PLAN

NORTH

CONTEXT MAP

SCALE: 1" = 500'-0"G1

500' 1000'0

PLAN

NORTH

C H

T V-

C H

T V-

CONCRETE

CONCRETE WALKWAY

MUSKEGON CHANNEL

MEMORIAL STONEAPPROX. REACH K

BASE BID 0+00 TO 15+57

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

V-

W G

T D

SCALE: NTS

STA. 12+00 LOOKING EASTK1 SCALE: NTS

SINKHOLE NEAR STA. 15+00K6

EXISTING SURFACE (1' AND 5')

LIMIT OF WORK

SURVEY CONTROL POINT

EXISTING SURVEY MONUMENT

PIPE RAILING

PHOTO LOCATION MARKER

EXISTING VEGETATION

DECIDUOUS TREE

CONIFEROUS TREE

SHRUB

LOW

LEGEND

GENERAL SHEET NOTES

1. DATE OF SURVEY: 1-25-23

SCALE: 1" = 30'-0"

EXISTING CONDITIONSA1

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

DRINKING WATER FOUNTAIN

K11

SCALE: NTS

STA. 14+00 LOOKING EASTK11

APPROXIMATE LOCATION

OF WATERLINE

589588

580 581

LOW LOW

LOW

LOW LOW LOW LOW

LOW

LOW LOW

LOW LO

LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

24+01.52

WWW

WWWWWWWW

E E E E E E E E E E E E

LOW

15+57 17+00

23+00WE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

V-

D W

U M

R . B

C . B

G C

O N

S, D

(3 O

F 3)

V-103

OUTDOOR SHELTER:

PICNIC TABLE

UNDERNEATH

SINKHOLES

BENCHES

BENCHES2 POST SIGN

EDGE OF WATER

SIGN

30' 60'0

CONTEXT MAP

SCALE: 1" = 500'-0"G17 500' 1000'0

PLAN

NORTH

PLAN

NORTH

C H

T V-

LIMIT OF WORK

MUSKEGON CHANNEL

CONCRETE WALKWAY

CONCRETE

K11

APPROX. REACH K

BID OPTION 2: 17+00 TO 23+00BID OPTION 1: 15+57 TO 17+00

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

V-

W G

T D

SCALE: NTS

SINKHOLE ON LANDWARD EDGEK6 SCALE: NTS

STA. 19+00 LOOKING WESTK11

EXISTING SURFACE (1' AND 5')

LIMIT OF WORK

SURVEY CONTROL POINT

EXISTING SURVEY MONUMENT

PIPE RAILING

PHOTO LOCATION MARKER

EXISTING VEGETATION

DECIDUOUS TREE

CONIFEROUS TREE

SHRUB

LOW

LEGEND

GENERAL SHEET NOTES

1. DATE OF SURVEY: 1-25-23

SCALE: 1" = 30'-0"

EXISTING CONDITIONSA1

SCALE: NTS

CONNECTION TO FISHING PIERK1

INTERDUNAL WETLAND

598597596595594593592

591590589 588587

586585

585586

585585

LOW LOW LOW

LOW LOW

LOW

LOW LOW

W LOW

LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

LOW

15+57 17+00

23+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

+8.5 LWD (IGLD 85)

3 3

± 5'-0"

CLR

CONSTRUCTION SEQUENCE

1. REMOVE AND SALVAGE PIPE RAILING FOR REFURBISHMENT OFFSITE

2. REMOVE AND DISPOSE OF CONCRETE WALKWAY AND GROUTED STONE

3. EXCAVATE, HAUL OFFSITE, AND DISPOSE OF ARMOR, FILTER, AND BEDDING STONE AND SOIL TO LIMITS OF EXCAVATION.

EXCAVATION OF THE EXISTING REVETMENT SHALL BE KEPT TO THE MINIMUM REQUIRED TO CONSTRUCT THE B-STONE BENCH. A RIDGE OF ARMOR STONE SHALL BE LEFT TO PROVIDE SOME PROTECTION AS DEPICTED ON THE TYPICAL SECTION

4. PRESERVE AND PROTECT GEOTEXTILE FOR OVERLAP, HAND EXCAVATE IF NECESSARY

REMOVE GEOTEXTILE

LIMITS OF EXCAVATION

SCALE: 1" = 5'-0"

TYPICAL DEMOLITION SECTIONK1 0' 5' 10'

LIMIT OF WORK

ARMOR STONE REMOVAL AS NECESSARY

CONCRETE WALKWAY REMOVAL

LIMIT OF EXCAVATION (APPROX.)

INTERDUNAL WETLAND

LOW

LEGEND

1X K2

-0

.D W

U M

R . B

C . B

N P

(1 O

F 3)

CD101

SCL

30' 60'0

CONTEXT MAP

SCALE: 1" = 500'-0"M17

PLAN

NORTH

PLAN

NORTH

APPROX. REACH J APPROX. REACH K

C H

T C

BASE BID: 0+00 TO 15+57

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

C -0

W G

T D

0' 500' 1000'

SCALE: 1" = 30'-0"

SITE DEMOLITION PLANA1

GENERAL SHEET NOTES

1. EXISTING SHELTERS, TABLES, AND BENCHES TO

BE REMOVED BY OTHERS PRIOR TO WORK, AND

REINSTALLED BY OTHERS FOLLOWING

COMPLETION OF THE WORK.

+3.0 LWD (IGLD 85)

OHWM +1.83 LWD (IGLD 85)

17'-6" 5'-6"

CD101

585585

LOW LOW LOW

W LOW LOW

LOW LOW LOW LOW LOW LOW LOW

LOW

LOW LOW LOW

LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

LOW

15+57 17+00

23+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

-0

.D W

U M

R . B

C . B

N P

(2 O

F 3)

CD10230' 60'0

PLAN

NORTH

CONTEXT MAP

SCALE: 1" = 500'-0"M17

PLAN

NORTH

LIMIT OF WORK

ARMOR STONE REMOVAL AS NECESSARY

CONCRETE WALKWAY REMOVAL

LIMIT OF EXCAVATION (APPROX.)

INTERDUNAL WETLAND

LOW

LEGEND

APPROX. REACH K

C H

T C

C H

T C

BASE BID: 0+00 TO 15+57

0' 500' 1000'

SCALE: 1" = 30'-0"

SITE DEMOLITION PLANA1

GENERAL SHEET NOTES

1. EXISTING SHELTERS, TABLES, AND BENCHES TO

BE REMOVED BY OTHERS PRIOR TO WORK, AND

REINSTALLED BY OTHERS FOLLOWING

COMPLETION OF THE WORK.

SCALE: 1" = 5'-0"

TYPICAL WALKWAY SECTION AT FISHING PIERL1 0' 5' 10'

PRESERVE AND PROTECT EXISTING

FISHING PIER STRUCTURE

± 5'-0"

CLR

REMOVE GEOTEXTILE

SCL

CONSTRUCTION SEQUENCE

1. REMOVE AND SALVAGE PIPE RAILING FOR REFURBISHMENT OFFSITE

2. REMOVE AND DISPOSE OF CONCRETE WALKWAY AND GROUTED STONE

3. EXCAVATE, HAUL OFFSITE, AND DISPOSE OF ARMOR, FILTER, AND

BEDDING STONE AND SOIL TO LIMITS OF EXCAVATION. EXCAVATION OF

THE EXISTING REVETMENT SHALL BE KEPT TO THE MINIMUM REQUIRED

TO CONSTRUCT THE B-STONE BENCH. A RIDGE OF ARMOR STONE

SHALL BE LEFT TO PROVIDE SOME PROTECTION AS DEPICTED ON THE

TYPICAL SECTIONS

4. PRESERVE AND PROTECT GEOTEXTILE FOR OVERLAP, HAND

EXCAVATE IF NECESSARY

VARIES

EX. GROUTED STONE

LIMITS OF EXCAVATION

+8.5 LWD (IGLD 85)

+3.0 LWD (IGLD 85)

OHWM

CD102

5'-6" 17'-6"

+1.83 LWD (IGLD 85)

589588

580 581

LOW LOW

LOW

LOW LOW LOW LOW

LOW

LOW LOW

LOW LO

LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

24+01.52

LOW

15+57 17+00

23+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

-0

.D W

U M

R . B

C . B

N P

(3 O

F 3)

CD103

CONTEXT MAP

SCALE: 1" = 500'-0"M17

PLAN

NORTH

LIMIT OF WORK

ARMOR STONE REMOVAL AS NECESSARY

CONCRETE WALKWAY REMOVAL

LIMIT OF EXCAVATION (APPROX.)

INTERDUNAL WETLAND

LOW

LEGEND

APPROX. REACH K

C H

T C

BID OPTION:1 15+57 TO 17+00

0' 500' 1000'

30' 60'0

PLAN

NORTH

SCALE: 1" = 30'-0"

SITE DEMOLITION PLANA1

BID OPTION:2 17+00 TO 23+00

ALT1 - CONCRETE CUTOFF WALL

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

S-

D W

U M

R . B

C . B

N (1

O F

S-301

SCALE: 1" = 5'-0"

TYPICAL WALKWAY SECTIONK1 0' 5' 10'

+8.5 LWD (IGLD 85)

6'-0"

CLR

CONCRETE CUTOFF WALL

SEE S-501, DETAIL F1

A-STONE

B-STONE SPLASH/SCOUR PROTECTION

CONCRETE WALKWAY

GEOTEXTILE

CONTROLLED LOW-STRENGTH MATERIAL BASE

COMPACTED C-STONE

GEOTEXTILE

OVERLAP W/ EXISTING

B-STONE

4' -6

-2

10'-0"

SCL

1 2"

71 2"

GEOTEXTILE

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

S-

W G

T D

SCALE: 1" = 5'-0"

WALKWAY TRANSITION DETAILF1 0' 5' 10'

SCALE: 1" = 5'-0"

WALKWAY SECTION AT TRANSITIONA1 0' 5' 10'

B-STONE

SPLASH/SCOUR PROTECTION

CONCRETE WALKWAY

GEOTEXTILE

CONTROLLED LOW-STRENGTH MATERIAL BASE

GEOTEXTILE

OVERLAP W/ EXISTING

B-STONE

10'-0"

B STONE

GEOTEXTILE

OVERLAP W/ EXISTING

CONTROLLED LOW-STRENGTH MATERIAL BASE

CONCRETE WALKWAY

FLEXIBLE FORM (GEOTEXTILE ON

WIRE MESH)

SCALE: 1" = 5'-0"

WALKWAY TRANSITION PLAN DETAILF12 0' 5' 10'

'-0

EXISTING A-STONE

SELECTIVE PLACEMENT OF

A-STONE OR B-STONE TO

COVER CONTROLLED LOW

STRENGTH MATERIAL BACKFILL

CONCRETE WALKWAY

CONCRETE CUT-OFF WALL

B-STONE SPLASH/SCOUR PROTECTION

FLEXIBLE FORM (GEOTEXTILE ON WIRE MESH)

INSTALL REFURBISHED PIPE RAIL

+3.0 LWD (IGLD 85)

OHWM

PROPOSED CONCRETE WALKWAYEXISTING CONCRETE WALKWAY

S-301 F1

A-STONE

PROPOSED CONCRETE WALKWAYEXISTING CONCRETE WALKWAY

CONTROLLED LOW-STRENGTH MATERIAL BACKFILL

COMPACTED C-STONE

+8.5 LWD (IGLD 85)

+3.0 LWD (IGLD 85)

OHWM

CONTROLLED LOW-STRENGTH MATERIAL BACKFILL

SELECTIVE PLACEMENT OF A-STONE OR B-STONE

A-STONE

INSTALL REFURBISHED PIPE RAIL

CONCRETE CUT-OFF WALL

±2'-101 2"

4' -6

-2

5'-6"

FIELD FIT TERMINATION WITH COR IN FIELD

EXCAVATE TO KEY IN GEOTEXTILE;

BACKFILL W/ EXCAVATED SOIL

+1.83 LWD (IGLD 85)

2' -0

-0

FIELD FIT TERMINATION WITH COR IN FIELD

EXCAVATE TO KEY IN GEOTEXTILE;

BACKFILL W/ EXCAVATED SOIL

+1.83 LWD (IGLD 85)

2'-51 2"

±2'-101 2" 5'-6"

SCL

1. THE CUT-OFF WALL STEM SHALL NOT BE PLACED UNTIL THE FOOTING

CONCRETE REACHES THE SPECIFIED DESIGN STRENGTH (4.500 PSI).

THE CUT-OFF WALL SHALL NOT BE BACKFILLED UNTIL THE STEM

CONCRETE MEETS THE SPECIFIED DESIGN STRENGTH (4.500 PSI).

2. THE FINISHED C-STONE GRADE COULD BE DISPLACED DUE TO

ENVIRONMENTAL FORCES, SUCH AS, OVERTOPPING WAVES. THE

CONTRACTOR SHALL MAINTAIN AND REPAIR THE C-STONE GRADE AS

REQUIRED UNTIL THE CLSM AND B-STONE SPLASH/SCOUR

PROTECTION IS INSTALLED.

GENERAL SHEET NOTES

FISHING PIER ABUTMENT REPAIR1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

S-

D W

U M

R . B

C . B

N (2

O F

S-302

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

S-

W G

T D

SCALE: 1" = 5'-0"

TYPICAL WALKWAY SECTION AT FISHING PIERK1 0' 5' 10'

B STONE SPLASH/SCOUR PROTECTION

CONCRETE WALKWAY

GEOTEXTILE

B STONE

10'-0"

+8.5 LWD (IGLD 85)

CONTROLLED LOW-STRENGTH MATERIAL BASE

+3.0 LWD (IGLD 85)

OHWM

COMPACTED C-STONE

FLEXIBLE FORM (GEOTEXTILEON WIRE MESH)

CONTROLLED LOW-STRENGTH MATERIAL BACKFILL

PRESERVE AND PROTECT EXISTING FISHING PIER ACCESS

INSTALL REFURBISHED PIPE RAIL

CONCRETE CUT OFF WALL, SEE S-501, DETAIL F1

GEOTEXTILE, OVERLAP W/EXISTING

2' -2

-6

+1.83 LWD (IGLD 85)

EXCAVATE TO KEY IN GEOTEXTILE; BACKFILL W/ EXCAVATED SOIL

FIELD FIT TERMINATION WITH COR IN FIELD

2' -0

SCL

±2'-101 2" 5'-6"

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

1X K2

S-

D W

U M

R . B

C . B

U T-

L, G

R O

D F

S-501

SCALE: 1"=6"

CUT-OFF WALL CROSS SECTIONF1 0 6" 1'

1'-0" 3'

-6

10"

4'-0"

1' -0

1 1/2"

CLR

4- #4 EACH FACE

#4 @ 12"

7- #4 EACH FACE, CONT.#4 @ 12"

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

S-

W G

T D

4'-6"

SCALE: 1"=5'-0"

TYPICAL CUT-OFF WALL ELEVATIONA1 0 5' 10'

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

90'-0" TYP.

SCALE: 1"=1'

WALL EXPANSION JOINT DETAILJ13 0 6" 1'

3/4" PREFORMED FILLER TOP OF FOOTING TO TOP OF WALL

FILL WITH NONSTAINING GRAY SINGLE-COMPONENT

NON-BITUMINOUS JOINT SEALER

0 6" 1'

NOTE: DO NOT RUN ANY

BAR STEEL THROUGH JOINT

1"=1'-0"

CONSTRUCTION JOINT DETAILG13

EJ = EXPANSION JOINT

CJ = CONSTRUCTION JOINT

BOTTOM OF PROPOSED CONCRETE WALKWAY

25'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

EJ CJ CJ CJ CJ CJ CJ CJ CJ EJ

CLCL CL CL CL CL CLCLCL

SCUPPER, SEE M13

SCALE: 1"= 1'

SCUPPER DETAILM13

1'-0"

1'-3"

0 6" 1'

SCUPPER, SEE M13

0' -1

SCALE: 1"=1'-0"

FOOTING EXPANSION JOINT DETAILB15

EPOXY COATED 1-1/2" DOWEL BAR @ 1'-0" O.C.

0 6" 1'

3/4" PREFORMED FILLER

1'-6"

CLR

CHAMFER

TOOL JOINT (1/8" = R)

9" 9"

LOW

15+57

17+00

23+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

CERTIFIED FINAL -

READY TO ADVERTISE

W F

O C

N , W

I 5

R O

S D

R , S

R O

U E

M U

O N

, M I

M U

O N

N O

S W

K2 4B

U .S

. A R

M Y

C O

O F

R S

R O

, M

I 4

-2

LAKE MICHIGAN

61-24-205-758-0001-00

61-24-205-739-0001-10

61-24-205-734-0001-00

61-24-205-749-0001-10

61-24-205-749-0001-00 61-24-205-745-0004-00 61-24-205-745-0001-00

61-24-205-745-0002-00

61-24-205-744-0006-00

61-24-205-744-0005-00 61-24-205-744-0003-00 61-24-205-744-0004-00 61-24-205-744-0001-00 61-24-205-744-0002-00

61-24-205-742-0001-50

61-24-205-742-0001-00 61-24-205-742-0001-12

61-24-205-742-0001-02

61-24-205-742-0001-03

61-24-205-742-0001-05

61-24-205-734-0001-00

1X K2

W G

U M

R . B

C . B

RR101

61-24-205-734-0001-00

61-24-205-748-0001-00

LIMIT OF WORK

FEDERAL PROPERTY LIMITS

PARCEL

PERMANENT REPAIRS

ACCESS, STAGING, AND STORAGE (TEMPORARY)

ACCESS, STAGING, STORAGE, & GRADING EASEMENT (TEMPORARY)

LOW

LEGEND

61-24-205-734-0001-00

CHANNEL

PROJECT LOCATION MUSKEGON HARBOR

0' 250' 500'

PLAN

NORTH

C E

R O

H O

D \0

8_ C

\0 1_

M U

O N

\W O

N G

_S H

K2 2D

R R

D W

O T

/1 5/

SCALE: 1" = 250'-0"

REAL ESTATE PLANA1

61-09-021-100-0001-00 61-09-020-100-0001-00

BASE BID

BID OPTION 1

BID OPTION 2

PARCEL OWNER ACCESS, STAGING, AND STORAGE EASEMENT

(TEMPORARY)

STATE OF MICHIGAN 2.08 ACRES

File details come from the government source that posted it. Updated Oct 17, 2024.