Amendment_0004_Attachments.pdf

PDF 3 MB Posted Aug 4, 2016

Attached to: West Center Pier Repairs
Solicitation number: W911XK-16-B-0011
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Amendment 0004 Attachments

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File	Type	Posted
Abstract_of_Bids_W911XK-16-B-0011_West_Center_Pier_-_Copy.pdf	PDF	Aug 12, 2016
W911XK-16-B-0011_Amendment_0004.pdf	PDF	Aug 4, 2016
W911XK-16-B-0011_Amendment_0003.pdf	PDF	Aug 1, 2016
FY16_West_Center_Pier_Amendment_0002_Attachments.pdf	PDF	Jul 27, 2016
W911XK-16-B-0011-0002_-_WCP_amendment_2.pdf	PDF	Jul 26, 2016
W911XK-16-B-0011_Amendment_1_-_WCP_solicitation.pdf	PDF	Jul 14, 2016
WCP_Wall_Survey_Data_XYZ_files.zip	ZIP file	Jun 27, 2016
WCP_wall_survey_data.zip	ZIP file	Jun 22, 2016
Plans_-_FY16_WCP_Repairs_Cert_Final_RTA_Plans.pdf	PDF	Jun 20, 2016
W911XK-16-B-0011_WCP_solicitation.pdf	PDF	Jun 20, 2016
Specs_-_FY16_WCP_Repairs_Cert_Final_RTA_Specs.pdf	PDF	Jun 20, 2016

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SLC+018

SLC+033/RJ1269

SLC+051/RJ1346

The code SLC+018 does not exist in the feature table

The code SLC+033/RJ1269 does not exist in the feature table

The code SLC+051/RJ1346 does not exist in the feature table

ONTARIO CANADA

CHIPPEWA CO., MI

ANCHOR

BEAM

ANCHOR

MONUMENT

CATWALK

T R

A C

K S

HANDRAIL

BEAM

DIRT PILE

CANADIAN FLAG

INTERNATIONAL LINE

c a t w a l k

AMERICAN FLAG

ONTARIO CANADA

CHIPPEWA CO., MI

ANCHOR

BEAM

ANCHOR

MONUMENT

CATWALK

T R

A C

K S

HANDRAIL

BEAM

DIRT PILE

CANADIAN FLAG

INTERNATIONAL LINE

c a t w a l k

AMERICAN FLAG

ONTARIO CANADA

CHIPPEWA CO., MI

ANCHOR

BEAM

ANCHOR

MONUMENT

CATWALK

T R

A C

K S

HANDRAIL

BEAM

DIRT PILE

CANADIAN FLAG

INTERNATIONAL LINE

c a t w a l k

AMERICAN FLAG

AE8006

AE8005 The code AE8005 does not exist in the feature table

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606.86

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CP28

606.56

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586.94

586.86

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606.66

606.05

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of Engineers

US Army Corps

THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

MICHAEL K. O'BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

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

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH

G-001

CONTRACT NO. :

ISSUE DATE:

SOLICITATION NO. :W911XK-16-B-0011

XXXXXX-XX-X-XXXX

Detroit District

GENERAL NOTES

VICINITY MAP

C O

V E

R S

H E

E T

FY16 WEST CENTER PIER

REPAIRS, PHASE 3

SOO LOCKS COMPLEX

31 MAY 2016

NICHOLAS J. ZAGER /S/

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

MICHAEL K. O'BRYAN /S/

G -0

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In c r e a s e

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V a lu e n g in e e r in g

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®of Engineers

US Army Corps

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Minnesota

Wisconsin

Illinois

Indiana Ohio

Michigan

Detroit Area Office

Duluth Area Office Sault Ste. Marie

Soo Locks Complex

Sault Ste. Marie, MI Soo Locks Facility Project Location.

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

WEST CENTER PIER

SOUTH WALL

PROJECT REPAIR AREA,

SCALE: 1' = 1000'

PROVIDED BY A NOAA AUTOMATED GAUGE SW PIER.

VERTICAL: LOW WATER DATUM (+0.00 = 600.4 IGLD-85, US SURVEY FEET), CONTROL WAS

HORIZONTAL: MICHIGAN STATE PLANE NAD-83, NORTH ZONE, US SURVEY FEET

HORIZONTAL POSITIONING WAS DETERMINED USING DGPS.

WITH AN R2SONIC 2024 MULTIBEAM SONAR. POSITIONING SYSTEM WAS AN APPLANIX POSM/V4.

C. A MULTIBEAM SURVEY OF THE APPROACH WALL WAS COLLECTED ON 02 DECEMBER 2015

VERTICAL: IGLD-85 FEET.

HORIZONTAL: MICHIGAN STATE PLANE NAD-83, NORTH ZONE, US SURVEY FEET.

B. GENERAL BASE MAP DATA WAS TAKEN FROM A SURVEY DONE BY WOOLPERT IN 2002.

VERTICAL: IGLD-85 FEET.

HORIZONTAL: MICHIGAN STATE PLANE NAD-83, NORTH ZONE, US SURVEY FEET.

A. A SURVEY OF THE ALIGNMENT OF THE TIMBER FENDER WAS TAKEN ON 20 JANUARY 2016.

EXISTING AT THAT TIME.

TAKEN BELOW AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

8. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF SURVEYS

THE CONTRACTOR'S WORK PLAN.

PROPOSED METHOD FOR ANY ANTICIPATED DISTRIBUTION OF LOADS SHALL BE INCLUDED IN

WEST CENTER PIER CONCRETE MONOLITHS WILL NOT EXCEED 150 PSF. CONTRACTOR'S

DISTRIBUTED OVER THE SURFACE AREA SUCH THAT THE NET LOADING WITHIN 10 FEET OF THE

7. ALL SURCHARGE (DEAD LOAD AND LIVE LOAD) GREATER THAN 6,000 POUNDS SHALL BE

THE CURRENT DISPOSAL REGULATIONS AND THE PROJECT SPECIFICATIONS.

6. THE CONTRACTOR MUST DISPOSE OF EXCAVATED MATERIAL OFF-SITE IN ACCORDANCE WITH

SYSTEMS.

PAVED SURFACE AND BOLLARD SYSTEMS, INSTALLATION OF PROPOSED MOORING BOLLARD

SURFACE AND THE SSP WALL, CONSTRUCTION OF CONCRETE CAP, DEMOLITION OF EXISTING

PLACEMENT OF LOW-SLUMP CONCRETE AT BASE OF SSP WALL AND BETWEEN THE FOUNDATION

MONOLITHS, REMOVAL OF CONCRETE CAP WITHIN LIMITS SHOWN, PLACEMENT OF SSP WALL,

PROPOSED LIGHT POLE AND CAMERA TOWER, EXCAVATION OF BACKFILL ABOVE CONCRETE

FENDERS, REMOVAL OF EXISTING LIGHT POLE AND CAMERA TOWER, INSTALLATION OF

EXCAVATION OF SSP TRENCH, REMOVAL OF TIMBER WALL AND CHANNEL BOTTOM,

5. WORK CONSISTS OF, BUT IS NOT LIMITED TO, CLEARING OUTCROPPINGS IN LEDGE ROCK

AT ANY TIME DURING CONSTRUCTION.

CONTRACTOR MUST ENSURE THAT THE EXISTING CONCRETE CAP / MONOLITH IS NOT LOADED

4. ALL CONSTRUCTION MATERIALS TO BE STOCKPILED ALONG THE PIER SURFACE. THE

3. ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE INDICATED.

MEAN WATER LEVEL, I.G.L.D. 1985)

ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO LOW WATER DATUM (600.4 FEET ABOVE

2. ALL ELEVATIONS AND DIMENSIONS MUST BE VERIFIED IN THE FIELD BEFORE WORK BEGINS.

SIGNIFICANCE OF THE COMPLEX DURING THE EXTENT OF WORK UNDER THIS CONTRACT.

PLACES. THE CONTRACTOR IS THEREFORE RESPONSIBLE FOR PROTECTING THE HISTORIC

1. THE SOO AREA OFFICE PROPERTY IS LISTED ON THE NATIONAL REGISTER OF HISTORIC

S-501

LINTERLOCK C

LINTERLOCK C LINTERLOCK C

EXIST CONCRETE CAP

REQ'D PZ SHAPED SSP

INSTALL (2) ANCHORS PER SSP PANEL

MIN EMBEDMENT DEPTH 15"

REQ'D ADHESIVE ANCHORS WITH 3/4" DIA THD ROD

REQ'D HYDRAULIC CONCRETE

CAP ANGLE ELEV +2.13'

S-501

E5 2' 4'0 1'

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

(TYP)

CONSTRUCTION CL

AT STA 16+38

TO THE END OF THE MONOLITH

REPAIRS CONTINUE AS SHOWN

S-501

TYPICAL PLAN VIEW

1' 2'0 6"

SCALE:1-1/2"=1'

SSP CUTOFF ELEV +2.08'

S-503

REQ'D 4"X8" ANGLE SSP CAP (TYP)

S-503

ST102

ST101

LONGITUDINAL CONTROL JOINT SPACING OF APPROX 6'-8".

LONGINTUDINAL CONTROL JOINT SPACING TO MATCH EXISTING

NOTE: LONGINTUDINAL CONTROL JOINTS NOT SHOWN. REQUIRED

S-502

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O R C

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S J

U L

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1 4 A

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S -5

A m d .d g n

LAND SIDE

1 % SLOPE

(T Y

C L E

A R

SCALE:1"=1'

1' 2'

L C

SSP

TO THE WEST

FACE OF EXIST CONC

OVERLAY TO MATCH

FACE OF REQ'D CONC

REQ'D CONC WALKWAY

MONOLITHS

JOINTS BETWEEN

MATCH WITH EXISTING

JOINT (TYP), JOINTS

REQ'D MONOLITH EXP

REQ'D ADHESIVE ANCHOR (TYP)

EXP JOINT (TYP)

REQ'D CONC WALKWAY

REQ'D SSP CAP & ANGLE DETAIL

CAP OVERLAY

REQ'D 1'-0" CONCRETE

APPROX 1'-0" R

TO THE WEST

RADIUS OF CONC

REQ'D RADIUS TO MATCH

SSP CAP ANGLE

REQ'D 4"X8"X1/2"

CONCRETE

REQ'D HYDRAULIC

(TYP)

NO DOWEL SHALL BE USED

WALKWAY AND MONOLITH

EXP JOINT, BETWEEN

REQ'D CONC WALKWAY

REQ'D MONOLITH EXPANSION JOINT SPACING = EXISTING MONOLITH JOINT SPACING

REQ'D Z SHAPED SSP (TYP)

(TYP)

CONTROL JOINT

WALKWAY

REQ'D CONC

6'-0" TYP CONTROL JOINT SPACING

24'-0" TYP EXPANSION JOINT SPACING

APPROX +6.13

TO THE WEST OF PROJECT

MATCH EXIST ELEV OF CONC

S-302 S-301

(TYP)

0.0 = 600.4' (I.G.L.D. 85)

SLAB ON GRADE

REQ'D CONCRETE

SPA EACH WAY (TYP)

REQ'D #4 BARS @ 6"

PER SSP PANEL

INSTALL (2) ANCHORS

15" MIN EMBEDMENT DEPTH

WITH 3/4" DIA THD ROD

REQ'D ADHESIVE ANCHORS

REQ'D Z-SHAPED SSP

(TYP)

SPEC SECTION 03 30 70

ANCHOR SYSTEM PER

ANCHOR WITH ADHESIVE

@ 3'-0" C/C

6" MIN EMBEDMENT

VERTICAL #4 BARS

REQ'D HORIZONTAL AND

1/4"6" EVERY SHEET

SIDE OF SSP WEB ON

(TYP) WELD CHANNEL

1/4"

EVERY SHEET

SIDE OF SSP WEB ON

(TYP) WELD CHANNEL

3"CLEAR

4 1/2 "

10"

VARIES

3'-0" MAX SPACING3" MIN CLEAR

(TYP) & SSP C

CONSTRUCTION C

3 1/4 " 3 1/4 "

1'-10"

3'-8"

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C O

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D E

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In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

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X X

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M E

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®of Engineers

US Army Corps

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RR401

100'0 50'

SCALE:1"=50'

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A L E

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L A

WORK AND STORAGE PLAN

11 12

638139.968926910956.560715 638094.482926910961.564314 638074.658126910781.345313 638133.788926910776.465012 638131.405926910758.193611 638074.464026910766.324510 638063.949626910598.104409 638124.484126910609.276608 638088.579426910052.683907 638074.080726910054.699706 638094.149326910225.503705 638044.737726910228.297904 638038.694126910080.141403 638010.829126909570.160402 638031.448426909568.986401

YX#

WORK AND STORAGE

EXISTING WEST CENTER PIER APPROACH WALL

WEST CENTER PIER

SEE NOTE 2

DISPOSAL AREA

OPTIONAL FILL MATERIAL

NORTHWEST PIER

60'0 30'

SCALE:1"=30'

OPTIONAL DISPOSAL SITE

U L

A M

E N

D M

E N

SHALL BY REPAIRED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE GOVERNMENT.

TAKE EXTREME CAUTION WHILE WORKING NEAR THE WATER’S EDGE OF THE PIER. ANY DAMAGE TO THE WALLS THE CONTRACTING OFFICER THAT ADDRESSES PROTECTION OF THE PIER WALLS. THE CONTRACTOR SHALL BE USED WITHIN 50 FEET OF THE WATER’S EDGE. THE CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL BY 50 FEET OF THE WATER’S EDGE. CRANE MATS SHALL BE INSTALLED FOR ANY LARGE EQUIPMENT THAT IS TO

4. A LOAD LIMIT OF 500 POUNDS PER SQUARE FOOT SHALL BE ENFORCED AT THE NORTHWEST PIER WITHIN

STRUCTURES/UTILITY LOCATIONS WITH THE GOVERNMENT'S ON-SITE REPRESENTATIVE.

THE WORK AND STORAGE PLAN UPON COORDINATION OF ANTICIPATED LOADS AND EXISTING

3. EQUIPMENT WILL BE PERMITTED IN THE AREAS BETWEEN POINTS 04, 05, 08 AND 09 AS SHOWN ON

BE AS MUCH AS 1000 FEET FROM UNLOADING AREA.

LOCATION WILL BE AS DIRECTED BY GOVERNMENT'S ON-SITE REPRESENTATIVE. DISPOSAL SITE MAY

2. EXCAVATED ROCK AND SOIL MAY BE DISPOSED OF AT NORTHWEST PIER. FINAL DISPOSAL

LIMITS, TO AVOID DISTURBANCE OF LOCK OPERATIONS AS INDICATED IN SPEC SECTION 01 35 13.10

1. ALL EQUIPMENT SHALL REMAIN WITHIN 50 FEET OF APPROACH WALL & WITHIN PROJECT

NOTE:

A U

A M

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D M

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R R

A m d .d g n

SLC+018

SLC+033/RJ1269

SLC+051/RJ1346

The code SLC+018 does not exist in the feature table

The code SLC+033/RJ1269 does not exist in the feature table

The code SLC+051/RJ1346 does not exist in the feature table

C B

D D

C B

D D

C B

D D

DIRT PILE

AE8006

75 607

AE8005

The code AE8005 does not exist in the feature table

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28+00 29+00

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606.57

611.61

612.22

708.69

609.22

606.86

606.74

606.56

CP28

606.56

606.65

606.48

606.25

608.69

606.79

S O

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In c r e a s e

P r o f it .S u b m it

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V a g in e e r

X K -1

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®of Engineers

US Army Corps

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CERTIFIED FINAL READY TO ADVERTISE

A Y

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30448

30451

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

10414

10413

10128

10124

10180

10505

10102

10130

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10129

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10181

10090

10089

10137

10191

10143

10093

10039

10095

10030

10056

10057

10038

10035

18.3

3.8

8.0

16.4

BLDG

11.00

11.0

29.0

RAIL BRIDGE

10259

10494

10325

10443

10313

10319

10330

1030810308

10127

10176 10091

10088

10029

10034

10037

10040

10087

10135

10182

10187

10053

10055

10126

10175

10178

10185

10052

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G-001_Amd0004-Plot D-000

S-501

RR401_Amd0004-Plot D-000

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