DRAWINGS-Waukegan_Harbor_North_Pier-RTA.pdf

PDF 22 MB Posted Aug 19, 2016

Attached to: WAUKEGAN HARBOR NORTH PIER RESURFACING
Solicitation number: W912P6-16-B-0012
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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THIS FILE CONTAINS THE PROJECT PLANS/DRAWINGS.

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File	Type	Posted
AMEND-16-B-0012-0003-WAUKEGAN-IFB.pdf	PDF	Sep 22, 2016
AMEND-16-B-0012-0002-WAUKEGAN-IFB.pdf	PDF	Sep 15, 2016
AMEND-16-B-0012-WAUKEGAN-IFB-0001.pdf	PDF	Sep 1, 2016
Waukegan_Harbor_North_Pier-RTA-17Aug16-IFB_AND_Specs.pdf	PDF	Aug 19, 2016

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NN NN

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Waukegan Harbor North Pier Breakwater Resurfacing/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/CAD_BIM/_Sheets/Cov

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LOCATION

PROJECT

LOCATION

PROJECT

CHICAGO DISTRICT

W912P6-16-B-0012

NORTH PIER BREAKWATER RESURFACING

WAUKEGAN HARBOR

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JEFF ZUERCHER, PE

FRANK LEWANDOWSKI, PE

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17 AUGUST 2016

SHEET INDEX

JOE SCHMIDT, P.E.

JOE SCHMIDT

JEFF ZUERCHER

FRANK LEWANDOWSKICERTIFIED FINAL DRAWINGS

SCHEDULES AND NOTES S-601 22.

PIER EAST END @ MONOLITH 25 PLATE DETAILS SHEET 2 S-110 21.

PIER EAST END @ MONOLITH 25 PLATE DETAILS S-109 20.

PIER EAST END @ MONOLITH 25 FINISH PLAN, SECTIONS AND DETAILS S-108 19.

PIER EAST END @ MONOLITH 25 PLATE PLAN, AND ELEVATIONS S-107 18.

MISCELLANEOUS,SECTIONS AND DETAILS S-106 17.

FINISH PLANS, ELEVATIONS, DETAIL AND NOTES S-105 16.

PLATE DETAILS 15. S-104

PARAPET OVERLAY ELEVATION, DETAILS AND SECTIONS 14. S-103

SLAB OVERLAY AND SECTION DETAILS 13 S-102

SLAB OVERLAY PLAN, ELEVATIONS AND SECTIONS 12. S-101

CROSS SECTIONS STA 0+50 TO 10+50 11. CS-302

SECTION VIEWS 10. CS-301

NORTH PIER SITE PLAN 9+50 TO 11+81 9. C-106

NORTH PIER SITE PLAN 7+25 TO 9+25 8. C-105

NORTH PIER SITE PLAN 4+75 TO 7+00 7. C-104

NORTH PIER SITE PLAN 2+50 TO 4+50 C-103 6.

NORTH PIER SITE PLAN 0+00 TO 2+25 C-102 5.

OVERALL SITE PLAN C-101 4.

SURVEY CONTROL AND BENCHMARKS V-001 3.

SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTES G-002 2.

LOCATION AND VICINITY MAP G-001 1.

REFERENCENUMBER

TITLE SHEET SHEET

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GENERAL NOTES

LEGENDSTANDARD ABBREVIATIONS

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

STATIONSTA.

DEGREE OF CURVED

DEFLECTION ANGLE

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

WATER LEVEL

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

TREE

LINE STYLES

SYMBOLS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

UTILITY POLE

X-###

DETAIL INDICATOR

X-###

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

DIRECTION OF CUT

DETAIL IS SHOWN

SHEET WHERE

SECTION IS SHOWN

SHEET WHERE

W.L. AT '( )

G-002

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OF DETAIL

GRID LETTER/NUMBER

SECTION

GRID LETTER/NUMBER OF

DRAWING AREA TITLE INDICATOR

GRID LETTER/NUMBER

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BEACON

MONOLITHIC JOINT

WATER EDGE

PIER OUTLINE

WEATHER STATION

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SECTION INDICATOR

PIER ARE PROVIDED ON SHEET CS301. CONTRACTOR TO VERIFY FIELD CONDITIONS.

AS OF 8 AUG 2016, CURRENT LAKE LEVELS ARE ABOVE THE EXISTING SLAB ELEVATION FOR THE PIER. PICTURES OF THE 5.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

AROUND THE TEXT.

SOUNDINGS INDICATED REPRESENT THE MINIMUM DEPTH FOUND IN THE 5 FT BY 5 FT AREA CENTERED

3. THE SOUNDINGS SURVEY SHOWN WERE COMPLETED ON JUNE 2016 BY USACE LRE DISTRICT. THE

REFERENCE PLANE AT RIMOUSKI, QUEBEC, INTERNATIONAL GREAT LAKES DATUM, IGLD 1985.

REFERRED TO LOW WATER DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE THE

2. PROJECT DEPTHS, ELEVATIONS, SOUNDINGS, AND CONTROL POINTS SHOWN ON THE DRAWINGS ARE

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS

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IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

100 0 100 200

SCALE IN FEET

79-7

LEGEND

SURVEY CONTROL POINT

LWD

REFERENCED TO NGS MONUMENTS DG8501

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE

FEET OR LOW WATER DATUM (LWD) AS INDICATED.

INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85) U.S.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE

AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS

THE BID.

THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT

FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER

REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING

FROM AN APRIL 2016 SURVEY PERFORMED BY USACE AND

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE

NORTH PIER

SOUTH PIER

PILE

WOOD

PILE

RIP-RAP

UNDER CONST.

LIGHTHOUSE

-V -0

.d g n

E 640657.29

N 2075595.85

584.82

V-795

E 640030.76 V-1023 583.91

N 2075706.68

H-105

BEACON

ELEV. 584.27

E 640182.42

N 2074661.37

BEACON H-104

V-792

H-103

ELEV. 586.34

E 638279.03 N 2075083.34

587.00 V-1021

E 638537.12 N 2075154.54

BEACH AREA

2075000 N OLD PILINGS

639000 E 2074000 N

641000 E640500 E

BEACH AREA

640000 E2076000 N

639500 E

639000 E

PILE

JUNK PILE

PILE

JUNK

WOOD

PILE

638000 E

C H

A R

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638500 E

2075500 N

BEACH AREA

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2074500 N79-2

79-3

79-4

LAKE MICHIGAN

NORTH BREAKWATER

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STANDARD ARMY CORPS DISK6.9584.451 1122631.93 2074476.6079-2

STANDARD ARMY CORPS DISK7.97585.58 1124760.34 2074460.5479-3

STANDARD ARMY CORPS DISK5.9583.507 1125464.83 2075084.8179-4

STANDARD ARMY CORPS DISK8.13585.628 1123254.88 2074734.8779-7

584.491

N 2074476.60 E 1122631.93

N 2074460.54

E 1124760.34

ELEV. 585.576

N 2075084.81 E 1125464.83

ELEV. 583.507

N 2074734.87

E 1123254.88

ELEV. 585.628

W P -1

-B -0

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LAKE CHANNEL

1:1.5

14.4'

0.0

+3.1'

+7.1'

+2.1

CONCRETE

15'-6"

5'-6"

3'-0"24'-0"

L.W.D. 577.5

+2.0'

TIE ROD

ANCHOR PILE

Z-27 STEEL SHEET PILING

.40' -0"

CHANNEL

-28' TO 35.5'

+7.1'

EARTH FILL

L.W.D.577.5 pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Waukegan Harbor North Pier Breakwater Resurfacing\30000 - Preconstruction Engineering and Design\30AA0 Engineering and Design\Drawings\CAD_BIM\_Sheets\She

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NORTH PIER SECTION AT K

NORTH PIER SECTION

SCALE: NTS

NORTH PIER

CONCRETE SUPR BUILT 1932

YEAR OF COMPLETION 1904

REACH AT K

NORTH PIER

REBUILT : 1961

ORIGINAL STRUCTURE REMOVED

REACH AT J

SCALE: NTS

EXISTING CONDITIONS AT WAUKEGAN HARBOR NORTH PIER LOOKING EAST

EXISTING CONDITIONS AT WAUKEGAN HARBOR NORTH PIER LOOKING WEST

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HARBOR

HARBORW.L.

W.L.

W.L. W.L.

W.L.

20' 40'0

HORIZONTAL SCALE :

VERTICAL SCALE :

3. OPTION 2 IS FROM STA 5+40 TO 4+90

2. OPTION 1 IS FROM STA 5+90 TO 5+40

1. BASE OPTION IS FROM STA 11+40 TO 5+90

NOTES:

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SCALE: 1/2" = 1' 0 2' 4'1'AS101

S101

S102

S101

TYPICAL MONOLITH PLAN

SCALE: 3/8" = 1' 4'0 2' 8'

NOTE: PLAN SHOWN WITHOUT CONCRETE

#6 @ 12", TYP.

#6 @ 6",TYP.

#6 BENT BAR @ 12" TYP.

NOMINAL MONOLITH LENGTH

WEST FACE PLATECL CL EAST FACE PLATECLCENTER FACE PLATE

GAP, TYP.

2"± ADJUSTMENT

GAP, TYP.

2"± ADJUSTMENT

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

24'-6"±

4'-2"

24'-0"

15'-6" 5'-6" 3'-0"

"8 51'-10

TYPICAL EXISTING NORTH PIER SECTION

" THICK STEEL FACE PLATE FORM, TYP.8

S L

A B O

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S101

TYPICAL SLAB SECTION @ PLATE BRACE

SCALE: 1/2" = 1' 0 2' 4'1'BS101

S101 TYPICAL SLAB SECTION

BRACE, TYP.

KICK 4

1L3x2x

ON SHEET S-102, TYP.

BRACE, SEE DETAIL 12

1L6x6x

#6 @ 12", TYP.

#6 @ 6",TYP.

#6 BENT BAR @ 12" TYP.

HEADED STUD, TYP.

" DIA STEEL4

34" LONG,

MISCELLANEOUS METAL ITEMS.

PRIOR TO CONSTRUCTION AND FABRICATION OF

CONDITIONS WILL VARY. FIELD VERIFY ALL DIMENSIONS

CROSS SECTION BASED ON 32 YEAR OLD PROJECT MAPS.

NOTE: THIS IS AN APPROXIMATION OF THE EXISTING PIER

STEEL BRACE IF THERE IS A CONFLICT, TYP.

1MOVE THE #6 BENT BARS TO EITHER SIDE OF THE L6x6x

TO SLAB TOPS, TYP.

APPLY A BROOM FINISH

ON SHEET S-601.

THE STEEL FACE PLATE, TYP. SEE NOTE 5

USE TREMIE CONCRETE TO FILL IN BEHIND

AS NECESSARY TO ACCOMPLISH THIS.

CRIB/PIER, TYP. USE THE ADJUSTMENT PLATE

THE STEEL FACE PLATE AND THE EXISTING

AS TIGHT OF A FIT AS POSSIBLE BETWEEN

THE CONTRACTOR SHALL INSURE

"±8 56 "±8

PLACING NEW CONCRETE, TYP.

ITEMS PRIOR TO

MISCELLANEOUS METAL

CUT-OFF AND REMOVE EXISTING

PRIOR TO CONSTRUCTION, TYP.

GROWING IN THE PIER CRACKS

NOTE: REMOVE ANY VEGETATION

PRIOR TO CONSTRUCTION, TYP.

GROWING IN THE PIER CRACKS

NOTE: REMOVE ANY VEGETATION

" SAW CUT JOINT, TYP.2

MAYBE IN A DETERIORATED CONDITION.

CONTRACTOR CAN EXPECT SECTIONS OF THE CRIB THAT

TIMBER CRIB IS OVER 100 YEARS OLD THEREFORE THE

LARGE PATCHES OF SPALLED CONCRETE. THE UNDERLYING

NOTE: THE EXISTING PIER CONCRETE IS IN BAD SHAPE WITH

REINFORCING IS UNKNOWN.

EXISTING CONCRETE HOWEVER THE DETAILS OF THIS

NOTE: THERE IS SOME CONCRETE REINFORCING IN THE

ABOVE THE PIER.

THE WATER ELEVATION IS APPROXIMATELY 1'-3"

APPROXIMATE WATER ELEVATION. CURRENTLY

MONOLITH JOINT, TYP.

"±4 14'-1

"±4 34'- "±4

34'-

"±4 38'-4 "±4

38'-4

"±4 34'- "±4

34'-

"±4 14'-1

NOTE: VEHICLES ARE NOT ALLOWED ON THE PIER.

" JOINT CLEARANCE, TYP.4

1 " JOINT CLEARANCE, TYP.4

UNDERWATER GRADE EPOXY ADHESIVE, TYP.

10" MINIMUM EMBEDMENT. INSTALL WITH

" DIA STAINLESS STEEL THREADED ROD, 4

NOT WORK.

TO LEVEL THE BRACE ANGLE IF SHIMS DO

THE CONTRACTOR CAN USE A DOUBLE NUT

LADDERS PRIOR TO PLACING NEW CONCRETE

MISCELLANEOUS METAL ITEMS, INCLUDING EXISTING

EXISTING SLAB. ALSO CUT-OFF AND REMOVE EXISTING

CONCRETE REINFORCING THAT IS PROTRUDING FROM THE

NOTE: CUT-OFF AND REMOVE ANY EXISTING

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US Army Corps pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Waukegan Harbor North Pier Breakwater Resurfacing/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/CAD_BIM/_Sheets/SLA

Plot D 17-AUG-2016 08:58 MicroStation

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-B -0

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S102

S101 DETAIL

S T

E P

H E

N T

R E

H A

R N

S T

E P

H E

N T

R E

H A

R N

0 1' 2'6"SCALE: 1" = 1' S-102

S E

C T

N S A

N D D

E T

S L

A B O

V E

R L

A Y

S102

1'-6"

9'-0"

1'-6""2 13'-10

DETAIL

SCALE: 3" = 1' 6"0 3" 1'2S102

S101

S102

SECTION

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

S102

A-A

"4 11 2"

4" 1'-8"

BRACE, TYP.

KICK 4

1L3x2x

BOLT HOLE, TYP.

" OVERSIZED 2

SECTION

SCALE: 1 1/2" = 1' 1' 2'0 6"B BOLT HOLE, TYP.

" OVERSIZED 4

S102

6"1'-6"

"8 72 "2

"2 11'-7

1'-6" 6"

FOR MOUNTING PLATE DETAILS, TYP.

SEE SECTION C ON SHEET S-104

1'-6" 1'-6"

ANGLE, TYP.8

36x6x

BOLT HOLE THROUGH THE

AND WASHER. USE A STANDARD

" ASTM A325 BOLT WITH NUT 2

" STEEL PLATE, TYP.8

UNDERWATER GRADE EPOXY ADHESIVE, TYP.

10" MINIMUM EMBEDMENT. INSTALL WITH

" DIA STAINLESS STEEL THREADED ROD, 4

BE SET SECURELY, TYP.

THE PIER AT THE FRONT ANCHORS IS SUCH THAT THE RODS CAN NOT

USE ONE OR BOTH OF THESE LOCATIONS IF THE CONDITION OF

" DIA STAINLESS STEEL THREADED ROD LOCATION. 4

3OPTIONAL,

NOT WORK.

TO LEVEL THE BRACE ANGLE IF SHIMS DO

THE CONTRACTOR CAN USE A DOUBLE NUT

PRIOR TO HANGING THE FACE PLATE, TYP.

BRACE. SHIM AS NECESSARY TO LEVEL2

1L6x6x

PRIOR TO HANGING THE FACE PLATE, TYP.

BRACE. SHIM AS NECESSARY TO LEVEL2

1L6x6x

3 TO THE BRACE ANGLE, TYP.

WELD THE KICK ANGLE

A T

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D B

D E

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B M

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D B

D A

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D R

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SHEET ID

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A N H

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A L L E S

T R

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C H

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S103

S101

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

TYPICAL PARAPET OVERLAY SECTION

" 7" OVERLAY, TYP.

COVER, TYP.

2" CLEAR

"2 13'-

S-103

P A

R A

P E

T O

V E

R L

A Y

" THICK STEEL FACE PLATE FORM, TYP.8

SCALE: 3/8" = 1' 4'0 2' 8'

SOUTH ELEVATION

" CHAFER, TYP.4

"±4 11'-9 4'-8" 4'-8" 4'-8" "±4

11'-9

C OF MONOLITH

2'-4"

S103

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

TYPICAL WEST FACE PLATE ELEVATION

DETAILS, TYP.

FOR SLAB OVERLAY

SEE SHEET S-101

S103

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

SECTION

S103

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

SECTION

S103

E L E

V A

D E

T A

A N

D S

E C

N S

S103

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

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

TYPICAL CENTER FACE PLATE ELEVATION

8'-4"

2"6"

8" 2'-4" 1'-2" 1'-2" 2'-4"

CLC OF PLATE

2" 6"

CLC OF PLATE

2'-4" 2'-4"

1'-2" 1'-2"

#4 @ 6", TYP.

'-0

'-3

1 6

BOLT HOLE, TYP.

" OVERSIZED 2

BOLT HOLE, TYP.

" OVERSIZED 4

TO PLATE, TYP.

STITCH WELD END PLATE

ANGLE, TYP.

SETTING 8

3L4x3x

COVER PLATE, TYP.

" THICK JOINT 8

6", TYP.

SETTING ANGLE DETAIL

ANGLE, TYP.

PLATE FRAME 8

3L4x3x

8'-0"±

ANGLE, TYP.

FRAME

PLATE 8

3L4x3x

ANGLE, TYP.

SETTING

3L4x3x

"±4 33'-8 "±4

33'-8

WASHER, TYP.

NUT AND

BOLT WITH

" ASTM A325 2

NOTE: PLATES NOT SHOWN FOR CLARITY

SEE THE MONOLITH SCHEDULE ON SHEET S-601 FOR SIDE PLATE DIMENSIONS, TYP.

10"

"±4

11'-6NOT WORK.

TO LEVEL THE SETTING ANGLE IF SHIMS DO

THE CONTRACTOR CAN USE A DOUBLE NUT

TO SET INTO PIER, TYP.

USE EPOXY ADHESIVE

#4 BENT DOWEL @ 12"

THE CONSTRUCTION PROCESS, TYP.

DISLODGED CONCRETE FROM FALLING INTO THE LAKE DURING

NOTE: THE CONTRACTOR SHALL PREVENT ANY LOOSE OR

PLATE, TYP.

" THICK END 8

HEADED STUD, TYP.

" DIA STEEL4

34" LONG,

3 TO PLATE, TYP.

CLIP ANGLE

3 TO ANGLE, TYP.

CLIP ANGLE

TYP.

WITH EPOXY ADHESIVE, TYP.

OF 10" INTO THE PARAPET. INSTALL

THREADED ROD. EMBED A MINIMUM

" DIA STAINLESS STEEL4

A T

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N E

D B

D E

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M A

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D B

D A

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Plot D 17-AUG-2016 08:58 MicroStation

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O D

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A N H

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B O

N O

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-B -0

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A L L E S

T R

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S-104

P L

A T

E D

E T

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

TYPICAL WEST FACE PLATE ELEVATION

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

TYPICAL CENTER FACE PLATE ELEVATION

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

TYPICAL EAST FACE PLATE ELEVATION

S104

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

S104

B 0 1' 2'6"SCALE: 1" = 1' S104

S104

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

S104

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

SECTION

S104

2'-0"± 2'-0"±

PLATE, TYP.

" THICK END 8

PLATE, TYP.

" THICK END 8

1 6WELD, TYP.

STITCH

HEADED STUD, TYP.

" DIA STEEL4

34" LONG,

TYP.

END PLATE SECTION

TYPICAL PLATE SECTION

"2 14-1

"4 36 2'-4"± 1'-2" 1'-2" 2'-4"± "4

PLATE, TYP.

" THICK END 8

4""8

8'-4"

" CHAMFER, TYP.2

" THICK FORM FACE PLATE, TYP.8

FACE PLATE, TYP.

" THICK FORM 8

" THICK MOUNTING PLATE, TYP.8

TYP.

" THICK MOUNTING PLATE, TYP.8

SECTION @ MOUNTING PLATE

"4 11'-5 "4

CLCENTER FACE PLATE

1'-2" 1'-2""4 310 "4

11'-5

WEST FACE PLATECL

COVER PLATE, TYP.

" THICK JOINT 8

COVER PLATE, TYP.

" THICK JOINT 8

FACE PLATE, TYP.

" THICK FORM 8

PLATE, TYP.

" VARIATION ADJUSTMENT 8

PLATE, TYP.

" VARIATION ADJUSTMENT 8

S104

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

TYPICAL ADJUSTMENT PLATE DETAIL

AND WASHER, TYP.

BOLT WITH NUT

" ASTM A325 2

1'-0"1'-0"

1'-0" 1'-0"

8'-4" CENTER PLATE

"16

9 "

HOLE, TYP.

SLOTTED BOLT

1'-0"10" 1'-0"1'-0"

PLATE, TYP.

" VARIATION ADJUSTMENT 8

AND WASHER, TYP.

BOLT WITH NUT

" ASTM A325 2

PLATE TO THE FORM PLATE,TYP.

STITCH WELD THE JOINT COVER

8'-0"±

SEE THE MONOLITH SCHEDULE ON SHEET S-601 FOR SIDE PLATE DIMENSIONS, TYP.

8'-0"± END PLATES

AND WASHER, TYP.

BOLT WITH NUT

" ASTM A325 2

EAST FACE PLATE

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

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D B

D A

T E

C O

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C T N

C H

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K E

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D R

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U E D

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Plot D 17-AUG-2016 08:58 MicroStation

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S-105

TYPICAL MONOLITH PLAN

SCALE: 3/8" = 1' 4'0 2' 8'

H P

L A

N S E

L E

V A

N S

" 1

TYPICAL CONCRETE FINISH ELEVATIONS

"8 33'-11

"8 36 "4

SCALE: 3/4" = 1' 2'0 1' 4'1S105

S105 TYPICAL MONOLITH JOINT DETAIL

FROM THE JOINT, TYP.

TERMINATE THE REINFORCING 2"

BETWEEN MONOLITHS, TYP.

USE BOND BREAKER

STRUCTURE, TYP.

EXISTING PIER ~

NOMINAL MONOLITH LENGTH

24'-6"±

MONOLITH JOINT SEE DETAIL 1, TYP.

SEE DETAIL 2 ON THIS SHEET, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

SEE DETAIL 2 ON THIS SHEET, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

SEE DETAIL 2 ON THIS SHEET, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

SCALE: 3/4" = 1' 2'0 1' 4'2S105

S105 TYPICAL SAW CUT JOINT DETAIL

~ STRUCTURE, TYP.

EXISTING PIER

FROM THE SAW CUT JOINT LOCATION, TYP.

TERMINATE THE TOP REINFORCING 2"

SHEET S-101 FOR DETAILS, TYP.

NEW CONCRETE OVERLAY, SEE

" TOOLED EDGE, TYP. 2

", TYP.2

1AT SAW CUT JOINTS DEEPER THAN 2

NOTE: ONLY TERMINATE THE REINFORCING

SEE DETAIL 2 ON THIS SHEET, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

A N

D D

E T

EL 578.9±

TOP OF FACE PLATE EL 580.4± EL 580.73±

EL 584.48±

"8 121'-

SHALL BE THE AVERAGE ELEVATION PLUS 1'-6".

USE THAT ELEVATION TO SET THE TOP OF FACE PLATE ELEVATION WHICH

CALCULATE AN AVERAGE ELEVATION PRIOR TO COMMENCING CONSTRUCTION.

NORTH EDGE OF THE PIER, AT THE CENTER OF EACH MONOLITH, AND

PIER SLAB. THE CONTRACTOR SHALL TAKE SPOT ELEVATIONS 11'-0" OFF THE

NOTE: ELEVATIONS SHOWN AT ± DUE TO THE DETERIORATED CONDITION OF THE

12'-3"± 12'-3"±

SCALE: 3/8" = 1' 4'0 2' 8'

S106

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

SECTION

6'-2"±

AT THE FOUNDATION BLOCK , TYP.

FIELD TRIM TO FIT THE REINFORCING

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

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U E D

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Plot D 17-AUG-2016 08:58 MicroStation

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A L L E S

T R

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S-106

C E

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N D D

E T

BEACON TOWER FOUNDATION BLOCK

CONCRETE AROUND THE BEACON BASE.

PLATES AND ANGLES PRIOR TO PLACING

REMOVE THE EXISTING STEEL BRACING

PRIOR TO PLACING CONCRETE, TYP.

THE BEACON FOUNDATION BLOCK

FILLER AROUND THE BOTTOM OF

" EXPANSION JOINT2

1ATTACH

JOINT SEALANT, TYP.

BACKER BAR, TYP.

" TOOLED EDGE, TYP. 2

TYPICAL MONOLITH JOINT DETAILS

MONOLITH 24 SEE SHEET S-105 FOR

WITH CONCRETE AS SHOWN, TYP.

BEACON FOUNDATION BLOCK

FILL BEHIND THE EXISTING

SHEET S-103 FOR DETAILS, TYP.

PARAPET REINFORCING SEE

THE FOUNDATION BLOCK, TYP.

" EXPANSION JOINT AROUND2

PLAN AT BEACON TOWER

BEACON TOWER FOUNDATION BLOCK

JOINT FILLER, TYP.

" EXPANSION 2

A T

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D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

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E C

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SHEET ID

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Plot D 17-AUG-2016 08:58 MicroStation

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A L L E S

T R

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S-107

R E

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N D M

O N

SCALE: 3/8" = 1' 4'0 2' 8'

SCALE: 3/8" = 1' 4'0 2' 8' SCALE: 3/8" = 1' 4'0 2' 8'

SOUTH ELEVATION @ MONOLITH 25SOUTH PARAPET FRAME ELEVATION

SCALE: 3/8" = 1' 4'0 2' 8'

EAST ELEVATION @ MONOLITH 25PLATE PLAN AT MONOLITH 25

SCALE: 3/8" = 1' 4'0 2' 8'

NORTH ELEVATION @ MONOLITH 25

P L

A T

E P

L A

A N

D E

L E

V T

N S

S108

S109

"4 111 4'-8" "8

72'-10 4'-8" "8 72'-10 4'-8"

ANGLE, TYP.

SETTING

3L4x3x

ANGLE DETAILS, TYP.

PLATE FRAME AND SETTING

SEE SHEET S-103 FOR

SHEET S-601 FOR PLATE DIMENSIONS, TYP.

SEE SHEET S-104 FOR TYPICAL PLATE DETAILS AND

PLATE DETAILS, TYP.

SEE SHEET S-103 FOR ~

"4 33'-8

1'-6" "2

"4 15'-

TOP OF NEW PARAPET CONCRETE, TYP.

"8 31'-6 7'-2" 7'-2" 7'-2" "8

31'-6

" JOINT GAP2

SEE SHEET S-109 FOR PLATE DETAILS, TYP.

CONCRETE, TYP.

TOP OF NEW PARAPET

" JOINT CLEARANCE, TYP.4

6'-4"

"± ADJUSTMENT GAP, TYP.2

"± ADJUSTMENT GAP, TYP.8

12 "± ADJUSTMENT GAP, TYP.8

8'-4" "4 36'-6

"± ADJUSTMENT GAP, TYP.2

T Y

S-108 FOR DETAILS, TYP.

SEE SECTION D ON SHEET

BRACE STRUT2

1L3x3x

ON SHEET S-102, TYP.

BRACE, SEE DETAIL 12

1L6x6x

S-108 FOR DETAILS, TYP.

SEE SECTION C ON SHEET

BRACE STRUT2

1L3x3x

" JOINT GAP, TYP.2

1 "8

31'-11

"4 33'-5

"8 31'-6

DETAILS, TYP.

SEE SHEET S-110 FOR

CORNER CAP PLATE,

DETAILS, TYP.

SEE SHEET S-110 FOR

CORNER CAP PLATE,

DETAILS, TYP.

SEE SHEET S-110 FOR

CORNER CAP PLATE,

WASHER, TYP.

NUT AND

BOLT WITH

" ASTM A325 2

ANGLE, TYP.

FRAME

PLATE 8

3L4x3x

A T

N N

D E

N E

D B

D E

S C

M A

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B M

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D B

D A

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C O

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C H

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K E

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U E D

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SHEET ID

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Plot D 17-AUG-2016 08:58 MicroStation

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T R

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S-108

R E

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H P

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N S A

N D D

E T

SCALE: 3/8" = 1' 4'0 2' 8'

FINISH PLAN AT MONOLITH 25

SCALE: 1/2" = 1' 0 2' 4'1'BS108

S107 SECTION

SCALE: 1/2" = 1' 0 2' 4'1'AS108

S107 SECTION

S108

S107 SECTION

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

S108

S107 SECTION

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

S-103 FOR FRAME DETAILS, TYP.

SEE SECTION B ON SHEET

FOR SETTING ANGLE DETAILS, TYP.

SEE DETAIL 1 ON SHEET S-103

SEE DETAIL 2 ON SHEET S-105, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

SEE DETAIL 2 ON SHEET S-105, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

SEE DETAIL 2 ON SHEET S-105, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

SEE DETAIL 2 ON SHEET S-105, TYP.

" INTERMEDIATE SAW CUT JOINT, 2

B ON THIS SHEET, TYP.

JOINT. SEE SECTION

" EXPANSION 2

#6 @ 12" TYP.

ADHESIVE, EMBED A MINIMUM OF 6" TYP.

SUPPORT. INSTALL WITH EPOXY

OPTIONAL #6 @ 24" REINFORCING

#6 @ 12" TYP.

5'-3" 3'-9"

" CHAFER, TYP.4

JOINT SEALANT, TYP.

BACKER BAR, TYP.

JOINT FILLER, TYP.

" EXPANSION 2

SEE DETAIL 2 ON SHEET S-109, TYP.

" THICK STEEL FACE PLATE8

SHEET S-105, TYP.

SEE DETAIL 2 ON

" SAW CUT JOINT, 2

25'-0"

PLATE DETAILS, TYP.

FOR PARAPET

SEE SHEET S-103

PLATE, TYP.

CORNER CAP

#4 @ 6" TYP.

" CLIP PLATE, TYP.2

2'-9"

2" 1'-6" "2

"8 510 "8

WITH EPOXY ADHESIVE, TYP.

OF 8" INTO THE PARAPET. INSTALL

THREADED ROD. EMBED A MINIMUM

" DIA STAINLESS STEEL4

THE BRACE STRUT ANGLE, TYP.

USE A DOUBLE NUT TO LEVEL

ANGLE, TYP.

TO LEVEL THE BRACE STRUT

USE A DOUBLE NUT OR SHIMS

WITH EPOXY ADHESIVE, TYP.

OF 8" INTO THE PARAPET. INSTALL

THREADED ROD. EMBED A MINIMUM

" DIA STAINLESS STEEL4

S-105, TYP.

SEE DETAIL 2 ON SHEET

" SAW CUT JOINT, 2

S-105, TYP.

SEE DETAIL 2 ON SHEET

" SAW CUT JOINT, 2

"8 31 4'-6"

"8 32'-4 1'-6" 6"

" CLIP PLATE, TYP.2

EDGE, TYP.

" TOOLED 2

ON SHEET S-105, TYP.

MONOLITH JOINT SEE DETAIL 1

BRACE STRUT2

1L3x3x

BRACE STRUT2

1L3x3x

A T

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N E

D B

D E

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C H

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K E

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U E D

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SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

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P S O

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®of Engineers

Plot D 17-AUG-2016 08:58 MicroStation

A N

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A N H

A R

B O

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W A

T E

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U R

F A

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W P -1

-B -0

O U

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A S

A L L E S

T R

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T S

C H

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U G

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S-109

R E

A S

T E

N D M

O N

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P L

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E T

S109

S107

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

DETAIL

S109

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

SECTION

S109

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

SECTION

S109

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

SECTION

S109

S107

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

DETAIL

S109

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

SECTION

S109

FOR SLOT DETAILS, TYP.

SEE SECTION C ON SHEET S-104

HEADED STUD, TYP.

" DIA STEEL4

34" LONG,

FACE PLATE, TYP.

" THICK FORM 8

PLATE, TYP.

" VARIATION ADJUSTMENT 8

TYP.

FRAME DETAILS, TYP.

SEE SHEET S-103 FOR

1'-0"

TYP.

"4 15'-

"4 36 "8

31'-11 "8 31'-11 "4

PLATE, TYP.

" THICK END 8

PLATE, TYP.

" THICK END 8

" CLIP PLATE, TYP.2

" SLOTTED HOLE, TYP.16

HEADED STUD, TYP.

" DIA STEEL4

34" LONG,

3 TO PLATE, TYP.

CLIP ANGLE

7'-2"

"4 36 "4

11'-10 1'-2" 1'-2" "4 11'-10 "4

DOWEL, TYP.

SETTING STEEL

" CORNER CAP2

TYP.

A T

N N

D E

N E

D B

D E

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M A

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S U

B M

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D B

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T E

C O

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K E

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U E D

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SHEET ID

2 3 4 5 6 7 8 9 10

U .S

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M Y C

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®of Engineers

Plot D 17-AUG-2016 08:59 MicroStation

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A L L E S

T R

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S-110

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S H

E E

HEADED STUD, TYP.

" DIA STEEL4

34" LONG,

TYP.

S110

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

SECTION

S110

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

CORNER CAP PLATE ELEVATION

S110

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

SECTION

S110

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

SECTION

S110

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

SECTION

S110

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

SECTION

S110

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

DETAIL

S110

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

SECTION

S110

S110A

SECTION A-A

S110

"16

" RADIUS, TYP.32

PLATE, TYP.

" STEEL 8

PLATE, TYP.

" CLIP 2

"8 7 "4

PLATE, TYP.

" STEEL 8

"8 55"8

O U

T H C

A P P

L A

T E

N O

R T

H C

A P P

L A

T E

S110

"8 33'-9

1'-6" RADIUS, TYP.

45°

"8 51'-1

" SPACER PLATE, TYP.2

TYP.

PLATE, TYP.

" SPACER 2

SECTION B-B

"4 32 "4

DETAIL

SCALE: 3" = 1' 6"0 3" 1'2S110

S110 DETAIL

SCALE: 3" = 1' 6"0 3" 1'3S110

S110

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

®of Engineers

A N

O J E

C T C

O D

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A M

W A

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A N H

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B O

N O

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H P

R B

R E

A K

W A

T E

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U R

F A

A G

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T R

W P -1

-B -0

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A S

A L L E S

T R

E E

T S

C H

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U G

U S

G S

A M

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G S

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P S

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H E

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H A

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S-601

S C

H E

D U

L E

S A

N D N

O T

E S

MONOLITH SCHEDULE

5. THE CONTRACTOR HAS THE OPTION TO USE TREMIE CONCRETE FOR THE ENTIRE SLAB OVERLAY.

COMPOUND FROM ENTERING THE LAKE DURING THE SET-UP, PLACEMENT, AND CURING OF THE CONCRETE.

4. THE CONTRACTOR SHALL NOT ALLOW ANY BOND BREAKER AGENT, FORM RELEASE AGENTS, OR CURING

FROM ENTERING THE LAKE DURING CONCRETE PLACEMENT.

3. THE CONTRACTOR SHALL CONTAIN CONCRETE IN THE FORM WORK TO PREVENT THE CONCRETE

OVERLAY LOCATED AS SHOWN ON SHEET S-105 WITHIN 12 HOURS OF THE CONCRETE PLACEMENT.

2. CUT THE INTERMEDIATE SAW CUT CONTROL JOINTS IN THE SLAB OVERLAY AND IN THE PARAPET

THE PARAPET OVERLAYS.

1. CHECKER BOARD THE MONOLITH CONCRETE PLACEMENT. TYPICAL FOR BOTH THE SLAB AND

GENERAL CONCRETE NOTES:

PRIOR TO PLATE FABRICATION

NOTE: FIELD VERIFY ALL MONOLITH DIMENSIONS

-S -6

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THE LAKE DURING THE CONSTRUCTION PROCESS.

5. THE CONTRACTOR SHALL PREVENT ANY LOOSE OR DISLODGED CONCRETE FROM FALLING INTO

SUPPORT FRAMES AND FACE PLATES.

4. SLOTTED CONNECTIONS AND OVERSIZED BOLT HOLES ALLOW FOR LEVELING/PLUMBING UP OF THE

TO THE SITE FOR INSTALLATION.

3. ALL PLATE ASSEMBLAGES SHALL BE SHOP FABRICATED, UNLESS OTHERWISE NOTED, AND DELIVERED

SEE SHEET S-104 FOR PLATE DETAILS.

SHALL OVERLAP THE JOINT COVER PLATE THAT IS WELDED TO EACH END OF THE 8'-4" MIDDLE PLATE.

2. THE MIDDLE 8'-4" PLATE SHALL BE SET IN PLACE FIRST THEN THE TWO SIDE PLATES. THE SIDE PLATES

ON THE FIELD DIMENSION VERIFICATION.

FABRICATION OF THE STEEL PLATES. ADJUST THE LENGTH OF THE SIDE PLATES AS NECESSARY BASED

IN THE MONOLITH SCHEDULE ON SHEET S-601. FIELD VERIFY ALL MONOLITH DIMENSIONS PRIOR TO THE

1. EACH MONOLITH SHALL HAVE ONE MIDDLE 8'-4" LONG PLATE AND TWO SIDE PLATES SIZED AS SHOWN

GENERAL STEEL PLATE NOTES:

Cover Sheet

Sheet File - General - General - General - G-002

Sheet File- Survey and Mapping

Civil Site Plan

NORTH PIER SITE PLAN 0+00 TO 2+25

NORTH PIER SITE PLAN 2+50 TO 4+50

NORTH PIER SITE PLAN 4+75 TO 7+00

NORTH PIER SITE PLAN 7+25 TO 9+25

NORTH PIER SITE PLAN 9+50 TO 11+81

Sheet File - Civil - Civil Site - Section - CS301

Sheet File - Civil - Civil Site - Section - CS302

SLAB OVERLAY PLAN, ELEVATIONS, AND SECTIONS

SLAB OVERLAY SECTION AND DETAILS

PARAPET OVERLAY ELEVATION, DETAILS, AND SECTIONS

PLATE DETAILS

FINSH PLANS, ELEVATIONS, AND DETAILS

MISCELLANEOUS SECTIONS AND DETAILS

PIER EAST END @ MONOLITH 25 PLATE PLAN, AND ELEVATIONS

PIER EAST END @ MONOLITH 25 FINISH PLAN, SECTIONS, AND DETAILS

PIER EAST END @ MONOLITH 25 PLATE DETAILS

PIER EAST END @ MONOLITH 25 PLATE DETAILS SHEET 2

SCHEDULES AND NOTES

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