FY22 Manistee South BKW Repair Plans-Certified_Final_RTA.pdf

PDF 18 MB Posted May 6, 2022

Attached to: Manistee South Breakwater Repair, Manistee, MI
Solicitation number: W911XK22B0001
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for the Manistee South Breakwater Repair project in Manistee, Michigan. The U.S. Army Corps of Engineers Detroit District is seeking firms capable of removing existing armor stone and constructing a steel sheet pile encapsulation of the existing timber crib structure at the Manistee South Breakwater. The project also includes filling voids in the encapsulation with graded stone, placing a concrete cap on top of the steel sheet pile structure, installing armor stone at the toe of the sheet pile, and performing clean-up and demobilization. The solicitation will be issued as a firm-fixed price contract set aside 100% for HUBZone small businesses. The estimated cost of construction is between $1 million and $5 million. Interested contractors must be registered in the System for Award Management and review the Interested Vendors List on sam.gov for this solicitation number W911XK22B0001. The North American Industry Classification System code for this opportunity is 237990 for other heavy and civil engineering construction.

View the file

Other files

File	Type	Posted
Bid Abstract W911XK22B0001.pdf	PDF	Jun 6, 2022
FY22 Manistee South BKW Repair Specs-Certified_Final_RTA.pdf	PDF	May 6, 2022
W911XK22B0001 Manistee South Breakwater Repair.pdf	PDF	May 6, 2022

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SOLICITATION NO.:

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REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

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

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TIMOTHY C. SMITH P.E., CHIEF, DESIGN BRANCH

PHILLIP C. ROSS P.E.,CHIEF, ENGINEERING & CONSTRUCTION DIVISION

SOUTH BREAKWATER

MANISTEE, MI

MANISTEE COUNTY

PROJECT LOCATION

/S/ TIMOTHY SMITH

/S/ PHILLIP ROSS

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1. TITLE SPECIFIC NOTES

NOTE:

0 1' 2'6"

CONTROLS FOR ENVIRONMENTAL PERMIT.

REFER TO SPEC SECTION 01 57 19 TITLED TEMPORARY ENVIRONMENTAL 7.

PRESENT AT THAT TIME.

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

OF SURVEYS MADE ON JUNE 2019, UNLESS NOTED OTHERWISE AND CAN

THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS 6.

ENSURE UTILITIES WILL NOT BE DISTURBED.

ALL UTILITIES AND SHALL CONDUCT OPERATIONS IN A MANNER AS TO

PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE 5.

LOADING SHALL BE RESTRICTED TO 250 PSF.

STRUCTURE UNLESS LOADING CAN BE RESTRICTED TO THE CAP BLOCKS.

MATERIALS OR EQUIPTMENT WILL BE PERMITTED TO BE PLACED ON THE

DUE TO THE CONDITION OF THE EXISTING BREAKWATER STRUCTURE, NO 4.

AND SSP CLOSURES ARE CONSTRUCTED.

MORE, THE CONTRACTOR SHALL ENSURE THE PROJECT SITE IS SECURE

IF WORK WILL BE HALTED FOR A PERIOD OF (30) CALENDAR DAYS OR

AT THE END OF EACH CONSTRUCTION SEASON, WINTER SHUT DOWN OR 3.

ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED AS REQ'D.2.

ON TOP OF THE EXISTING STRUCTURE

REPAIR OF SECTION P & Q CONSISTS OF PLACING A NEW CONCRETE CAP

SECTIONS O & O-1 OF THE SOUTH BREAKWATER CONNECTER. THE

STEEL SHEET PILE WALLS AND REINFORCED CONCRETE CAPS ON

LIMITED TO, REMOVAL OF EXISTING STONE AND CONSTRUCTION OF

THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF, BUT IS NOT 1.

GENERAL NOTES

DATUM, WHERE L.W.D. = 577.5 = 0.0

2.ELEVATIONS AND L.W.D. REFERENCES TO I.G.L.D. 1985 LOW WATER 2.

ZONE, 2112, US SURVEY FOOT.

HORIZONTAL CONTROL: NAD83 MICHIGAN STATE PLANES, CENTRAL 1.

GENERAL SURVEY NOTES

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AREA

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EX.

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EX.

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EX.

EX. CONCRETE BREAKWATER

252 FT.

SECTION P

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SECTION 0-1

72 FT.

SECTION O

SECTION N

30' 60'0

JUNE 2019 AND MAY NOT REPRESENT CURRENT CONDITION.

SURVEY DATA DEPICTED ON THIS SHEET IS FROM SURVEY RESULTS FROM 2.

EVERYTHING IS EXISTING UNLESS NOTED OTHERWISE.1.

GENERAL SHEET NOTES

213 FT.

SECTION Q

HARBOR SIDE

LAKE SIDE

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V-301

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SCALE: 1" = 5'

EXISTING SOUTH BREAKWATER - SECTION P

SCALE: 1" = 5'

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SCALE: 1" = 5'

CERTIFIED FINAL - READY TO ADVERTISE

EX. CONCRETE CAP

EX. CONCRETE CAP EX. CONCRETE CAP

EX. CONCRETE MONOLITHEX. CONCRETE MONOLITH

EX. CONCRETE MONOLITH

WAKEFIELD SHEETING

TIMBER PILE

(VARIES)

SAND ACCUMULATION

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684.11684.46

684.76

8'2'1' 2' 1'

14'

1.5 - 2.5 TON

EX. COVER STONE

3.5 - 5.5 TON

EX. TOE STONE +2.0 LWD.

L.W.D. EL. 577.5

EX. MATTRESS STONE

EX. BOTTOM

EX. CORE STONE

+6.7 LWD.

5' 3.8'

1.5

3.8' 5'1.5

8'2'1' 2' 1'

14'

+2.0 LWD.

+6.7 LWD.

1.5

1.5 - 2.5 TON

EX. COVER STONE

3.5 - 5.5 TON

EX. TOE STONE

L.W.D. EL. 577.5

5' 3.8'

EX. MATTRESS STONE

EX. BOTTOM

EX. CORE STONE

1.5

2.7'

EX. BOTTOM

EX. 1.5 TON RIP-RAP

LAKE SIDE HARBOR SIDE

HARBOR SIDELAKE SIDE

EX. BEACH

2.7'

6'2'1' 2' 1'

12'

EX. 1.5 TON RIP-RAP

+5.5 LWD.

+1.8 LWD.

L.W.D. EL. 577.5

EX. BOTTOM

1.5

V-102

0 5' 10'

V-102

0 5' 10'V-102

HARBOR SIDE

EX. BEACH

4'2'1' 2' 1'

10'

+5.5 LWD.

L.W.D. EL. 577.5

LAKE SIDE

ELEVATIONS.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND 2.

ALL ITEMS SHOWN ARE EXISTING.1.

GENERAL SHEET NOTES|

-1.25 LWD.

-1.6 LWD.

FILL

EX. STONE

FILL

EX. STONE

FILL

EX. STONE

FILL

EX. STONE

AND TOP)

BURIED IN SAND (BOTH SIDES

SECTION P IS CURRENTLY

AND TOP)

BURIED IN SAND (BOTH SIDES

SECTION Q IS CURRENTLY

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EX.

EX. CONCRETE BREAKWATER

252 FT.

SECTION P

183 FT.

SECTION 0-1

72 FT.

SECTION O

SECTION N

30' 60'0

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS2.

EVERYTHING IS EXISTING UNLESS NOTED OTHERWISE.1.

GENERAL SHEET NOTES

213 FT.

SECTION Q

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SCALE: 1/4"=1'

S M

S O

U T

H B

R E

A K

W A

T E

R C

O N

N E

C T

O R

R E

P A

A R

D E

T R

ARMOR STONE

TEMPORAIRLY REMOVE AND REPLACE

EX. CORE STONE

TEMPORARILY REMOVE AND REPLACE

REPLACE ARMOR STONE

TEMPORAIRLY REMOVE AND

TOE STONE

TEMPORARILY REMOVE AND REPLACE

EX. CORE STONE

AND REPLACE

TEMPORARILY REMOVE

STONE

REPLACE ARMOR

REMOVE AND

TEMPORAIRLY

REPLACE TOE STONE

TEMPORARILY REMOVE AND

REPLACE EX. CORE STONE

TEMPORARILY REMOVE AND

ARMOR STONE

TEMPORAIRLY REMOVE AND REPLACE

REPLACE EX. CORE STONE

TEMPORARILY REMOVE AND

REPLACE TOE STONE

TEMPORARILY REMOVE AND

P R

C E

N T

SCALE: 1/4"=1'

RAMP SECTION N TO SECTION O

EXISTING RAMP SECTION O-1 TO SECTION P

TO BE REMOVED

EXISTING RAMP

TO BE REMOVED

EXISTING RAMP

20'-0"

12'-0"

REPLACE EX. MATTRESS STONE

TEMPORARILY REMOVE AND

REPLACE EX. MATTRESS STONE

TEMPORARILY REMOVE AND

EX. MATTRESS STONE

AND REPLACE

TEMPORARILY REMOVE

SSP

CERTIFIED FINAL - READY TO ADVERTISE

REMOVED

EX. CONC. CAP TO BE

REMOVED

EX. CONC. CAP TO BE

IN NOTE 2 THIS SHEET

TO BE REMOVED AS DESCRIBED

EXISTING CONCRETE MONOLITH

IN NOTE 2 THIS SHEET

TO BE REMOVED AS DESCRIBED

EXISTING CONCRETE MONOLITH

VARIES

SAND ACCUMULATION

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A AF

P S

C O

R P

S O

F E

N G

I N

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D E

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I n c r e a s e P r o f it

.S u b m it

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V a lu e E n g in e e r

A W

N B

14'

+2.0 LWD.

L.W.D. EL. 577.5

+6.7 LWD.

+2.0 LWD.

+6.7 LWD.

LAKE SIDE HARBOR SIDE8'2'1' 2' 1'

5' 3.8'

1.5

3.8' 5'

1.5

0 4' 8'2'

8'2'1' 2' 1'

14'

1.5

5' 3.8'

1.5

2.7'

L.W.D. EL. 577.5

TO REMAIN

EX. STONE FILL

TO REMAIN

EX. STONE FILL

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

0 4' 8'2'

SECTION 0-1 SECTION P

SECTION N SECTION O

NOTE: RAMP APPROX. 14 FT WIDE

NOTE: RAMP APPROX. 8 FT WIDE

LEGEND

REQUIRED DEMOLITION

+6.7 LWD

+8.0 LWD

+6.4 LWD

+5.5 LWD

CD101

THESE PLATES SO THE CITY CAN TAKE THEM BACK.

EXISTING CONCRETE CAPS. CONTRACTOR SHALL REMOVE AND SALVAGE

THE CITY OF MANISTEE OWNS AND HAS INSTALLED STEEL PLATES ON THE 6.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS.5.

CLEARING OF DRIVELINES

SECTION 05 41 10 3.1.4.2 FOR FURTHER INFORMATION REGARDING

COULD BE EXPECTED UP TO 5 FEET BELOW CHANNEL BOTTOM. SEE SPEC

EXISTING FILL, CORE, AND ARMOR STONE HAS SETTLED OVERTIME AND

THE DRIVE LINE MAY NEED TO BE CLEARED BEFORE DRIVING NEW SSP. 4.

SEE SPEC SECTION 02 13 90 FOR ADDITIONAL DETAILS.

EXISTING ARMOR STONE AND REMOVED CONCRETE CAP CAN BE REUSED 3.

INDICATED ON S-503 DETAIL A7.

ACCOMMODATE FOR THE 6" CLEARANCE REQUIRED FOR THE TIE RODS AS

DEMO THE EXISTING CONCRETE MONOLITHS EVERY 12' TO 2.

CORE STONE OR UNDER LAYER 1.5 TON.

EXISTING STONE SIZES AS FOLLOWS ARMOR STONE IS 1.5 TO 2.5, AND 1.

GENERAL SHEET NOTES

DS: PD: AEC_pdf.pltcfg2:35:18 PM 4/20/2022

...\...\OM-Manistee Harbor, MI (153600) - South Breakwater Repair\...\MHFY19SBR_C-101.dgn

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C-101

F Y

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C -1

.d g n

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O U

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P R

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P L

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O N

N E

C T

O R

R E

P A

A R

D E

T R

REQUIRED CONCRETE CAP

REQ'D CONCRETE CAP

FROM SURVEY

EX. SHORE

P R

C E

N T

SPECIAL CONNECTION BETWEEN NEW SSP AND OLD SSP REFER TO E6/S-501

REQUIRED TIE RODS 12FT C/C (TYP.)

CERTIFIED FINAL - READY TO ADVERTISE

SEE DETAILS SHEET S-504

FROM EXISTING LADDER SECTION N,

APPROX LOCATION OF LADDER 200 FT

REQUIRED SSP

SCALE: 1"=30'

REQUIRED SITE PLAN

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

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C O

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R A

C T

N O

H E

C K

E D

B Y

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US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A AF

P S

C O

R P

S O

F E

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I N

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I n c r e a s e P r o f it

.S u b m it

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V a lu e E n g in e e r

A W

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LAKE MICHIGAN

AREA

BEACH

EX.

AREA

BEACH

EX.

AREA

BEACH

EX.

AREA

BEACH

EX.

EX. CONCRETE BREAKWATER

252 FT.

SECTION P

183 FT.

SECTION 0-1

72 FT.

SECTION O

SECTION N

30' 60'0

EX. CONCRETE BREAKWATER

213 FT.

SECTION Q

W/ CONCRETE SURFACE

EX. STEEL SHEETPILE BREAKWATER

HARBOR SIDE

LAKE SIDE

S T A .3

S T A

S T A .3

S T A

3.94

S T A

S T A .7

S T A

S T A .7

S T A

S T A -0

S T A

C-301

S-501

C-301

S-501

DS: PD: AEC_pdf.pltcfg2:35:30 PM 4/20/2022

...\...\OM-Manistee Harbor, MI (153600) - South Breakwater Repair\...\MHFY19SBR_C-301.dgn

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SCALE: 1"= 4'

SCALE: 1" = 4'

D E

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C-301

T E

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O U

N T

REQUIRED SECTION- O SECTION

REQUIRED SECTION- O-1 SECTION

REQUIRED SECTION- SECTION P

EXISTING RIP-RAP TO REMAIN

REQUIRED 1 3/4" DIA. TIE ROD

2x C12X30 WALE

TYP. BOTH SIDES

REQUIRED 1" TO 3" STONE FILL

P R

O S

SHEET S-502

REQUIRED CONC. CAP DETAIL

CONCRETE CAP. SEE

REQUIRED 12" REINFORCED

REQUIRED 1 3/4" DIA. TIE ROD

2x C12X30 WALE

TYP. BOTH SIDES

REQUIRED 1" TO 3" STONE FILL

MONOLITH TO REMAIN

EXISTING CONCRETE CAP AND

S M

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O N

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C T

O R

R E

P A

SHEET S-502

REQUIRED CONC. CAP DETAIL

CONCRETE CAP. SEE

REQUIRED 12" REINFORCED

13'-0"11'-0"

12'

P R

C E

N T

SHEETING

IMPERVIOUS

REQUIRED

SCALE: 1" = 4'

REQUIRED SECTION- SECTION Q

10'-0"

MONOLITH TO REMAIN

EXISTING CONCRETE CAP AND

BELOW LWD)

(APPROX 6 FT

ELEVATION VARIES

EXISTING GROUND.

BELOW LWD)

(APPROX 6 FT

ELEVATION VARIES

EXISTING GROUND. BELOW LWD)

(APPROX 4 FT

ELEVATION VARIES

EXISTING GROUND.

SEAT ANGLE TYP.

REQUIRED L6X6X3/4"

SEAT ANGLE TYP.

REQUIRED L6X6X3/4"

SHEETING

REQUIRED IMPERVIOUS

24'-0"

CAP DETAIL SHEET S-502

CONCRETE CAP. SEE CONC.

REQ'D 10" REINFORCED

CAP DETAIL SHEET S-502

CONCRETE CAP. SEE CONC.

REQ'D 10" REINFORCED

CERTIFIED FINAL - READY TO ADVERTISE

STONE FILL

REQ'D 1" TO 3"

STONE FILL

REQ'D 1" TO 3"

EXISTING CELLS

OF FILL WITHIN THE

REQ'D REPLENISHMENT

EXISTING CELLS

OF FILL WITHIN THE

REQ'D REPLENISHMENT

REQ'D SSP

SCOUR STONE

REQUIRED 400 TO 2000 LBS

SCOUR STONE

REQUIRED 400 TO 2000 LBS

SHEET S-502

FOR SECTION P AND Q

REQ'D CONCRETE REINFORCEMENT DETAIL

REQUIRED BENT PLATE SEE

SHEET S-502

FOR SECTION P AND Q

REQ'D CONCRETE REINFORCEMENT DETAIL

REQUIRED BENT PLATE SEE

13'-0"11'-0"

3' 3'

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A AF

P S

C O

R P

S O

F E

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I n c r e a s e P r o f it

.S u b m it

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A W

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LAKE SIDE

HARBOR SIDE

LAKE SIDE

L.W.D. EL. 577.5

+8.0 LWD.

L.W.D. EL. 577.5

+5.50 LWD.

1/4" / FT.

REQUIRED CONCRETE @ SSP

L.W.D. EL. 577.5

+8.0 LWD.

REQUIRED CONCRETE @ SSP

TO REMAIN

EXISTING STRUCTURE

LAKE SIDE

+6.5 LWD.

TIE ROD

+6.5 LWD.

C-101

-17.0 LWD. -17.0 LWD.

C-101

+5.50 LWD.

TO REMAIN

EXISTING STRUCTURE

BELOW LWD)

(APPROX 4 FT

EXISTING GROUND

-17.0 LWD. -17.0 LWD.

4' 8'0

+6.33 LWD. +6.33 LWD.

THE DRIVE LINE.

STONE BELOW THIS ELEVATION WHICH WILL NEED TO BE REMOVED FROM

ELEVATION, HOWEVER THE CONTRACTOR WILL LIKELY ENCOUNTER

EXISTING STONE IS NOT SHOWN BELOW THE EXISTING LAKE BOTTOM 6.

FOR ADDITIONAL SCOUR STONE REQUIRED SEE SPEC SECTION 35 31 19.

EXISTING SCOUR STONE MAY BE REUSED SEE SPEC SECTION 02 13 90. 5.

05 41 10 "METAL SHEET PILING" FOR FURTHER INFORMATION.

THE WORK WILL VARY. REFER TO PARAGRAPH 3.1.7 OF SPECIFICATION NO.

STONE TO BE ENCOUNTERED IN THE FIELD DURING PERFORMANCE OF

INSTALLATION. THE SIZES OF STONE AS WELL AS THE DEPTH OF THE

SSP DRIVELINES OF EXISTING STONE/ DEBRIS IN ADVANCE OF THE SSP

THE CONTRACTOR IS RESPONSIBLE FOR CLEARING OF THE PROPOSED 4.

JOINT DETAILS.

PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS. SEE SHEET S-502 FOR

BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL BE

CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING CAP 3.

CONCRETE REINFORCEMENT DETAILS.

CONCRETE REINFORCEMENT NOT SHOWN. SEE SHEET S-502 FOR 2.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS.1.

GENERAL SHEET NOTES

1/4" / FT.

TIE RODS TO BE INSTALLED VIA TRENCH SEE DETAIL A7 SHEET S-503 FOR MORE DETAIL2.

CONCRETE TO SLOPE 1/4" PER FT FOR NEW CONCRETE CAP.1.

NOTE:

4' 8'0

4' 8'0 4' 8'0

TIE RODS TO BE INSTALLED VIA TRENCH SEE DETAIL A7 SHEET S-503 FOR MORE DETAIL2.

CONCRETE TO SLOPE 1/4" PER FT FOR NEW CONCRETE CAP.1.

NOTE:

L.W.D. EL. 577.5

S-503

S-502

DS: PD: AEC_pdf.pltcfg2:35:42 PM 4/20/2022

...\...\OM-Manistee Harbor, MI (153600) - South Breakwater Repair\...\MHFY19SBR_S-501.dgn

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M H

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P A

A R

D E

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E6E1

REQ'D TIE ROD

TIP ELEV TO MATCH ADJACENT SSP PANEL

REQ'D SPECIAL PILE FOR FUTURE EXTENSION,

BLOCK

OUTSIDE EDGE OF EXIST CONCRETE CAP

CONCRETE CAP BLOCK

EXIST REINFORCED

CL REQ'D SSP

CL REQ'D SSP/WALE BOLTS (TYP) 4'-0"

ELEVATION OF +5.5' L.W.D.

FROM CHANNEL BOTTOM TO AN

REQ'D FILL WITH TREMIE CONCRETE

TYPICAL SSP WALL SUPPORT STEEL

SCALE: 3/4"=1'

P R

C E

N T

BLOCK

EXISTING CAP

CONCRETE

REQ'D TREMIE

SSP

EXISTING

CL REQ'D (2) C12X30

SCALE: 3/4"=1'

REQ'D CONNECTION TO EXISTING

3'-0"

REQ'D SSP

REQ'D CONNECTION SECTION N TO SECTION O

TYPICAL CLOSURE SECTION O-1 AND SECTION P

WELDED TO EXISTING SSP

CONNECTOR TO BE

REQ'D INTERLOCK

A R

SCALE: NTS

EMBEDMENT, SPACED 12" C/C

REQ'D 3/4" DIA CONCREATE ANCHOR 12" MIN

AGAINST CAP BLOCK

1/2" BENT PLATE TO FIT FLUSH

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A AF

P S

C O

R P

S O

F E

N G

I N

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I C

I n c r e a s e P r o f it

.S u b m it

V E

C P

V a lu e E n g in e e r

A W

N B

REQ'D (2)C12X30 WALES

(TYP)

SEE TYP DETAIL S-503

REQ'D SSP/WALE CONNECTION

12"

(TYP)

REQ'D SSP WALL

SEE DETAIL S-503

REQ'D TIE ROD, NUT & PLATE

INTERLOCK (TYP)

(2 PER CONNECTION) @ EACH

REQ'D 7/8" DIAM BOLTS & NUTS

SEE DETAIL S-503

REQ'D WALE SPLICE PLATE

6" C TO C

SEE TYP DETAIL S-503

(2) PER TIE ROD, (1) PER SSP/WALE CONN

REQ'D WALE SEPARATOR PLATES

2'0 1' 4'

REQ'D CONCRETE CAP NOT SHOWN FOR CLARITY2.

CLOSURE SHOWN IS OF LAKE SIDE, HARBOR SIDE IS OPPOSITE HAND1.

NOTES:

REQUIRED SEAT ANGLE NOT SHOWN FOR CLARITY1

NOTE:

1/4"TO WATERLINE

WELD FULL LENGTH

10" C/C

WELDED STUDS

REQ'D 3/4"X6"

NEW SSP

TIGHT SEAL

TO FORM WATER

PLACE TREMIE CONCRETE

REQ'D INTERLOCK CONNECTOREXISTING SECTION N

APPROX ELEVATION -6

2'0 1' 4'

NOTE: SSP NOT SHOWN FOR CLARITY

S-501

+6.0 LWD

APPROX ELEVATION -17

DS: PD: AEC_pdf.pltcfg2:35:55 PM 4/20/2022

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J O

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P A

A R

D E

T R

A1 A5

SCALE: 3"=1'

TYP REQ'D CONTROL JOINT (CTL J)TYP. REQ'D EXPANSION JOINT (EXP J)

REQUIRED CONCRETE CAP

@12" O.C. MAX

REQUIRED #5 BARS

1'-0"1'-0"

SCALE: 1" = 1'

+8' L.W.D.

REQ'D CONCRETE RAMP

2'-0"1'-0"

TYP. REQ'D CONCRETE REINFORCEMENT DETAIL FOR SECTIONS O AND O-1

SCALE: 1-1/2"=1'

1'-0"1'-0"2"

#4 @ 12 C/C

EXISTING CONCRETE CAP BLOCK

AT 12" C/C MAX

REQUIRED #5 BARS

MONOLITH

EXISTING TOP OF CONCRETE

CONC. ANCHORS

ANCHOR @ 3'-0" C/C STAGGER W/

REQ'D 1/2" DIZ X 5 1/2" LONG EXP

REQ'D CONC. CAP

P R

C E

N T

MATCH EXP JOINT SPACING

LEGNTH OF BENT PLATE TO

CONC ANCHOR @ 3'-0" C/C,

X 1'-4" W/ 1/2" DIA X 6" LONG

REQ'D STEEL BENT PLATE 3/8"

@12" O.C. MAX

REQUIRED #5 BARS

SCALE: 3/4" - 1'

REQUIRED TEMPORARY CLOSURE

SEAT ANGLE DETAIL

SCALE: 2" = 1'

A325 BOLTS (TYP)

REQ'D (2) 1" DIA

SEAT ANGLE

REQ'D L6X6X3/4"

WALE

REQ'D C12X30

REQ'D SSP

TYP. REQ'D CONCRETE REINFORCEMENT DETAIL FOR SECTION P AND Q

SCALE: 3" = 1'

RAMP SECTION O-1 TO SECTION P

O R

S E

C T

O R

S E

C T

.S O

-1

LONG TO SUPPORT CONCRETE PAN

OUTISDE SSP PAN OR TIE TWO #4 BARS 18"

REQ'D EXTEND TWO TOP BARS INTO EACH

CERTIFIED FINAL - READY TO ADVERTISE

#4 @ 12 C/C

V A

S V

A R

REQ'D SSP

REQ'D SEAT ANGLE

REQ'D TIE ROD

TIP ELEV TO MATCH ADJACENT SSP PANEL

REQ'D SPECIAL PILE FOR FUTURE EXTENSION,

BLOCK

OUTSIDE EDGE OF EXIST CONCRETE CAP

CONCRETE CAP BLOCK

EXIST REINFORCED

CL REQ'D SSP

CL REQ'D SSP/WALE BOLTS (TYP) 4'-0"

CL REQ'D (2) C12X30

V A

AGAINST CAP BLOCK

1/2" BENT PLATE TO FIT FLUSH

EMBEDMENT, SPACED 12" C/C

REQ'D 3/4" DIA CONCREATE ANCHOR 12" MIN

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A AF

P S

C O

R P

S O

F E

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I N

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D E

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I C

I n c r e a s e P r o f it

.S u b m it

V E

C P

V a lu e E n g in e e r

A W

N B

REQUIRED CONCRETE

RECOMMENDATIONS

MANUFACTUERER'S

PER JOINT SEALANT

REQUIRED BOND BREAKER

MANUFACTURER'S RECOMMENDATIONS

SEALANT 1/8" FROM TOP OF CONCRETE OR PER

REQUIRED HOT-POURED OR COLD APPLIED

REQ'D REINF

REQ'D REINFREQUIRED CONCRETE

SHALL BE 1/8" FROM TOP OF CONCRETE).

POURED OR COLD APPLIED SEALANT. (TOP

CONTROL JOINT. SAWCUT, FILL WITH HOT

REQUIRED 1/4" WIDE X 1 1/2" DEEP

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

CONCRETE

REQUIRED

CONCRETE

EXISTING

STONE FILL OR

REQUIRED

1' 2'0 6"

0 1' 2'6"

1' 2'0 6"

2'0 1' 4'

0 2' 4'1"

REQ'D TIE ROD

LWD

+8.0FT

LWD

+6.5FT

NOTE: CONCRETE SLAB BOTTOM STEEL NOT SHOWN FOR CLARITY

C-301

F1,C1

CLOSURE SHOWN IS OF LAKE SIDE, HARBOR SIDE IS OPPOSITE HAND.4.

TIE ROD NOT REQUIRED AT END OF TYPICAL TEMPORARY SSP CLOSURE.3.

MAINTAINED EQUALLY THROUGHOUT THE STRUCTURE INCLUDING AT SSP CLOSURE LOCATIONS.

THE CONTRACTOR SHALL ENSURE THAT THE LAKE AND CHANNEL SIDE SSP ALIGNMENT IS2.

(30) CALENDAR DAYS OR MORE, THE CONTRACTOR SHALL CONSTRUCT AN SSP CLOSURE AS SHOWN

AT THE END OF EACH CONSTRUCTION SEASON OR IF WORK WILL BE HALTED FOR A PERIOD OF1.

NOTES:

WELDED STUD

CONCRETE AND

REMOVE

DS: PD: AEC_pdf.pltcfg2:36:10 PM 4/20/2022

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WALE SPLICE PLATE DETAIL

SCALE: 3" = 1'

TRENCH DETAIL

SCALE: 3" = 1'

TIE ROD SECTION

SCALE: 3" = 1'

WALE SPLICE PLATE SECTION

SCALE: 3" = 1'

REQ'D WALE SEPARATOR DETAIL

SCALE: 3" = 1'SCALE: 3" = 1'

W/ 1" DIA HOLE (TYP)

THICK PLATE (GRADE 50)

REQ'D 3" X 3" X 1/2"

IN SSP (TYP)

REQ'D 1" DIA HOLE

TENSION BOLT (TYP)

REQ'D 7/8" DIA A325

(GRADE 50) WALE

2 REQ'D C12 X 30

THICK PLATE (GRADE 50) TYP

REQ'D 7" X 12" X 5/8"

(GRADE 50) TYP

REQ'D C12X30 WALE

PLATE (GRADE 50)

REQ'D 1/2" X 2 5/8"

13"3"6"3"3""2

1'-9"

A325 BOLTS (TYP)

REQ'D 7/8" DIA

(GRADE 50)

REQ'D C12X30 WALE

TOP SPLICE PLATE (GRADE 50)

REQ'D 1'-9" X 9" X 1" THICK

STONE FILL

REQ'D 1" TO 3"

REQ'D TIE ROD

LEDGE BLOCK OR SLAB

EXISTING CONCRETE CAP,

PLATE (GRADE 50)

THICK TOP SPLICE

REQ'D 1'-9" X 9" X 1"

PLATE (GRADE 50)

THICK BOTTOM SPLICE

REQ'D 1'-9" X 9" X 3/4"

WALE (GRADE 50)

2 REQ'D C12X30

A325 BOLTS (TYP)

REQ'D 7/8" DIA

NUT AND PLATE

REQ'D TIE ROD

WALE (GRADE 50)

2 REQ'D C12X30

REQ'D SSP

TENSION BOLT SECTION

ROD, GR 150 TYP

REQ'D 1-3/4" DIA A772 TIE

2'-0"

3'-2

SCALE: 1" = 1'

REQ'D CONCRETE CAP

SEAT ANGLE

REQ'D L6X6X3/4"

REQ'D SSP

WALE (GRADE 50)

REQ'D 2 C12X30

REQ'D TIE ROD

CAP BLOCK

EXISTING CONCRETE

CONCRETE CAP SUPPORT

CENTER ON 2MC WALE

REQ'D 9"X9"X1 3/4" PLATE

TORQUE HAS BEEN ACCOMPLISHED

NUT TO REQUIRED 3/4" PLATE AFTER FINAL

ROD MANUFACTURER TACK WELD

REQUIRED TIE ROD NUT BY TIE

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

1/4 3"

BETWEEN TIE RODS.

STAGGER SPLICES OF TOP AND BOTTOM WALE CHANNELS AND LOCATE NEAR MIDSPANNOTE:

NOTE: TAKE APPROPRIATE PRECAUTION TO NOT DAMAGE TIE ROD WHEN PLACING STONE IN TRENCH.NOTE: TAKE APPROPRIATE PRECAUTION TO NOT DAMAGE TIE ROD WHEN PLACING STONE IN TRENCH.

0 1' 2'6"

NOTE: REINFORCEMENT NOT SHOWN FOR CLARITY

DS: PD: AEC_pdf.pltcfg2:36:22 PM 4/20/2022

...\...\OM-Manistee Harbor, MI (153600) - South Breakwater Repair\...\MHFY19SBR_S-504.dgn

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REQUIRED LADDER: SECTIONS O AND O-1

SCALE: 1"=1'

GRAB RAIL PLAN VIEW

LADDER RUNG TYP

REQ'D 1 1/2" DIA STEEL

REQUIRED Z-SHAPED SSP

PLATE TYP

REQ'D 1/2" X 4" STEEL

BAR GRAB RAIL TYP

REQUIRED 1 1/2" DIA STEEL

ANGLE BEHIND SSP

REQ'D CONC SHELF

12"

GRAB RAIL TYP

REQUIRED 1 1/2" DIA BAR

PLATE TYP

REQUIRED 1/2" X 4" STEEL

LADDER RUNG TYP

REQUIRED 1 1/2" DIA STEEL

REQUIRED Z-SHAPED SSP

SHELF ANGLE

REQ'D L6X6, CONCRETE

BAR GRAB RAIL (TYP)

REQ'D 1 1/2" DIA STEEL

1'-0"

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LADDER RUNG TYP

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REQUIRED LADDER GRAB DETAIL

SCALE: 1"=1'

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3/16TYP - EACH GRAB RAIL

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CONCRETE SHELF ANGLE NOT SHOWN FOR CLARITY 2.

LADDER RUNGS TO BE INSTALLED FROM AT OR BELOW -3.0 LWD TO TOP OF SHEETS1.

NOTE:

NOTE: LADDER SPACED 200 FEET APART AND HAVE 8 RUNGS EACH.

+7.0 FT ABOVE LWD

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3/16

TYP - EACH GRAB RAIL

+7.0 FT ABOVE LWD

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APPRO X 340'

APPROX 340'

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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0 600' 1200'

SCALE: 1"=100'

WORK AND STORAGE SITE

MANISTEE HARBOR SITE MAP

SCALE: 1"=600'

100' 200'0

-WORK AND STORAGE AREA

-CONSTRUCTION WORK AREA

-SITE ACCESS PATH

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HATCHING LEGEND

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Y=1007751.604

X=1472376.023

Y=1007707.541

X=1472355.972

Y=1007431.860

X=1472985.320

Y=1007462.995

X=1472998.952

Y=1007569.033

X=1472672.982

Y=1007464.794

X=1472663.121

TS.ADDITIONAL SITE AND ACCESS CONTROL REQUIREMEN

REFER TO SPEC 01 35 13 SPECIAL PROJECT PROCEDURES FOR 2.

WORK AND STORAGE AREA.

AT SIDEWALK ANY TIME CONSTRUCTION TRAFFIC ENTERS OR EXITS

DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE A FLAG PERSON

CONTRACTOR SHALL MAINTAIN PUBLIC SIDEWALK ACCESS AT ALL TIMES 1.

GENERAL SHEET NOTES|

APPROX 525'

Y=1007425.240

X=1473082.109

Y=1007425.240

X=1473200.344

Y=1007228.544

X=1473196.942

MHFY19SBR_G-001

MHFY19SBR_G-002

MHFY19SBR_V-102

MHFY19SBR_V-301

MHFY19SBR_CD101

MHFY19SBR_CD301

MHFY19SBR_C-101

MHFY19SBR_C-301

MHFY19SBR_S-501

MHFY19SBR_S-502

MHFY19SBR_S-503

MHFY19SBR_S-504

MHFY19SBR_RR101

File details come from the government source that posted it. Updated May 6, 2022.