113255_Cady_Marsh_Ditch__LCR_Emergency_Repairs_CERTIFIED_FINAL_PLANS_30.._.pdf

PDF 2 MB Posted Jun 7, 2019

Attached to: THE CADY MARSH DITCH AND LITTLE CALUMET RIVER MUNSTER LEVEE SYSTEM PROJECTS EMERGENCY REPAIRS
Solicitation number: W912P619Q0010
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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DITCH PROJECT

CADY MARSH

RIVER PROJECT

LITTLE CALUMET

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SHEET ID

PARK

KENNEDY

PARK

INDUSTRIAL

KENNEDY

C.C.

WOODMAR

PARK

HAMMOND

PARK

LAKE ETTA

CLINIC

COURSE

GOLF

RIVERSIDE

PARK

HOMESTEAD

WICKER

PARK

INTERSTATE

PLAZA

CADY MARSH DITCH

LITTLE CALUM

NORFOLK AND WESTERN R.R.

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MUNSTER

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UNIV.

INDIANA

GILROY

N.W.

GOLF COURSE I 65

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V E

GARY

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45th AVE.45th AVE.

C L E

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40th Pl. 41st ST.

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RIDGE ROAD

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35TH AVE.

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E J E R .R

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I-80/94

GARY

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STADIUM

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PARK

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HAMMOND

N A

P O

L V

HIGHLAND SHOPPING

VILLAGE

GRIFFITH

CENTER

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W912P6-19-Q-0010

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CHICAGO DISTRICT

of Engineers

US Army Corps

®of Engineers

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SHEET INDEX

PROJECT MANAGER

CHIEF, DESIGN BRANCH

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 OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

ATR TEAM LEADER

/S/ WAIVED

LOCATION MAP

(N.T.S.)

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EMERGENCY REPAIRS - FY19

CADY MARSH AND LITTLE CALUMET RIVER

LITTLE CALUMET RIVER - SHEET PILE JOINT SEALANT DETAILS-1025.

LITTLE CALUMET RIVER - SHEET PILE JOINT SEALANT ELEVATION AND SECTIONS-1014.

LITTLE CALUMET RIVER - WORK LIMITS, LEVEE ALIGNMENT, HORIZONTAL & VERTICAL CONTROLSC-1023.

CADY MARSH - TRASH RACK GRATE REPLACEMENTC-1012.

TITLE SHEET, LOCATION AND VICINITY MAPSG-0011.

REFERENCENUMBER

TITLE SHEET SHEET

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MAY 2019

C H

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CERTIFIED FINAL DOCUMENTS - W912P6-19-Q-0010

SOLICITATION NO.:

ISSUE DATE:

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SHEET ID

3 4

3/8"=1'-0"

SECTION

REPLACEMENT TRASH RACK PANELS (TYP) - DETAIL

NTS

NTSNTS

C-101 C-101

C-101 C-101 C-101 C-101

1/4"=1'-0"

STEEL BLADES

1/2"x6" GALVANIZED

SPACING

MAINTAIN SPECIFIED CLEAR

WITH SPACERS TO ACCURATELY

HORIZONTAL RODS 1 1/4" DIA.,

13" TYP.

EXISTING TRASH RACK SUPPORT PLATE EXISTING TRASH RACK SUPPORT LOCATIONS

BOX JB-1

POWER JUNCTION

VENT EXHAUST (TYP)

FACE OF CONC

GALV A325 BOLTS

2-3/4" DIA

SUPPORT FRAME

RACK RAKER

FROM TRASH

W8X24 COL

INTERSECTION

AND ARBOGAST AVENUE

EDGE OF LAWNDALE DRIVE

MANHOLE

EXIST

EDGE OF LAWNDALE DRIVE

BENT PL)

SIM (DOUBLE

W8X24 COL

W8X24

6X6X3/8X0'-6"

BENT PL

W/6" EMBED

ADHESIVE ANCHORS

2-3/4" DIA GALV

BEAM CONN (TYP EA END)

2-3/4" DIA GALV A325 BOLTS

2L4X4X3/8X0'-6" W/

FIBERGLASS

W8X24

TOP OF CONC

RAILING @

FLANGE MOUNT

RACK RAKER TRAVEL

DIRECTION OF TRASH

CRANE RAIL

TOP OF GRATING EL

ANGLE (TYP @ CONC)

L3X4 LEDGE

WEIR

BOTTOM OF

BEAM (TYP)

SUPPORT

TRASH RACK

6" MIN

MANHOLE

CONCRETE EDGE

9" MIN FROM

(TYP)

SUPPORT

STOP LOG

OGEE WEIR

FRONT OF

CHANNEL

(TYP)

(TYP) (NOTE 4)

STOP BLOCK

LENGTH 5'-0")

(MAX PIECE

@ END

RAILING

REMOVABLE

(TYP 4 PLCS)

C8X11.5

(TYP 4 PLCS)

BRACKET

9'-0"

C -1

C-101 C-101

NOT SHOWN,

SUPPORT FRAME

TRASH RACK RAKER &

C-101 C-101

LENGTH 5'-0")

(MAX PIECE

@ END

RAILING

REMOVABLE

C-101 C-101

TRAFFIC GUARDRAIL

STRUCTURE

SUPPORT

TROLLEY

FESTOON CABLE

TRAFFIC GUARDRAIL

RACK

TROLLEY

LAWNDALE DRIVE

RAKER HOUSING

TRASH RACK

3"=1'-0" C-101 C-101

EXISTING DETAIL

TOP PLAN

THIS SHEET

SEE DETAILS

TRASH RACK

REPLACEMENT

SUPPORT COLUMN

RESTS ON WEIR

VERTICAL BLADE

EL 606

FRP

RAILING

FIBERGLASS

RAILING

FIBERGLASS

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EXISTING MAY BE REUSED IF IN GOOD CONDITION.

6. NEW GRATING ATTACHMENT HARDWARE IS TO MATCH EXISTING.

ENTERING THE TUNNEL WHILE GRATES ARE NOT IN PLACE.

EVENT IN THE DITCH. PROVIDE MEASURES TO PREVENT DEBRIS FROM

5. ENSURE GRATING ARE IN PLACE FOR ANY EXPECTED HIGH WATER

GRATES NOT IN PLACE.

4. WORK SITE IS NOT TO BE LEFT UNATTENDED WITH ONE OR MORE

REPLACEMENT GRATE IS ON-SITE AND READY TO BE INSTALLED.

3. EXISTING GRATES ARE NOT TO BE REMOVED UNLESS THE

2. REMOVE AND DISPOSE OF EXISTING GRATING.

1. FIELD VERIFY ALL DIMENSIONS.

NOTES:

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STATION 8+50 TO 20+50

REPAIR LIMITS FROM

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2 3 4 5 6 7 8 9 10

SHEET ID

WALL

TENNIS

COURTS

BLEACHERS

ATHLETIC FIELDS

BLEACHERS

H O

W A

R D

K O

O Y

DR.

RIVER

RIVERSIDE PARK

PARKING

LITTLE

C A L

U M E T

O/H S

WALLS

RIVER

CALUMET

L I T T L E

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V E R

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D R I

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LITTLE CALUMET

R I

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M B I

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BLEACHERS

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C H

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S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

X X

X X X

X X

100' 200'0

SCALE IN FEET

SOUTH REACH 3

CONTROL POINTS

L1000

POINT

USACE MONUMENT #706

USACE MONUMENT #704

USACE MONUMENT #703

USACE MONUMENT #601

Bronze Disk

DESCRIPTION

SET IN 1.8' HIGH CONCRETE BLOCK

LOCATION

1482105.8890

1482418.5810

1484203.0820

1483288.6900

1485359.070

NORTHING

385964.1930

383491.4520

383540.5090

381131.2500

379880.400

EASTING

595.34

596.83

621.84

600.60

604.550

ELEVATION

RIVER

D R I

V E

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FINISHED GRADE, SEE INTERLOCK SEALANT NOTES

RECOMMENDATIONS FROM TOP OF PILE TO 12" BELOW

INSTALL BACKER ROD AND CAULK PER MANUFACTURER'S

GRADE, SEE INTERLOCK SEALANT NOTES

FROM TOP OF PILE TO 12" BELOW FINISHED

MANUFACTURER'S RECOMMENDATION

INSTALL BACKER ROD AND CAULK PER

GRADE, SEE INTERLOCK SEALANT NOTES

FROM TOP OF PILE TO 12" BELOW FINISHED

MANUFACTURER'S RECOMMENDATION

INSTALL BACKER ROD AND CAULK PER

TRENCH EXCAVATION (SEE SECTION B1)

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SHEET ID

S102S101

OF INTERLOCK

" CLIP ANGLE2

1L8x4x

ANGLE

" PLUMBING 2

1L8x4x

T H

K N

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F O

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12" 3" 3" 7"

OF THE SHEET PILE INTERLOCK, TYP.

" JOINT OFFSET FROM THE CENTER 2

ASHLAR STONE FINISH, TYP.

PANEL SUPPORT SHELF, TYP.

EMBEDDED STEEL PLATE, TYP.

" THICK 2

1STUD WELDED TO A

" Φ 3" LONG HEADED STEEL2

WITH NUT AND WASHER TYP.

" Φ ASTM A325 BOLT8

"2 16"2

C L

INSTALLATION.

4. CLEAN INTERLOCK SURFACES PRIOR TO

OPENING.

THE SHEET PILE AND SPAN THE INTERLOCK

EXPOSED TO MOISTURE. CAULK IS TO ADHERE TO

EXPAND TO AT LEAST 2 TIMES ITS VOLUME WHEN

3. CAULK IS TO BE ELASTIC AND MUST BE ABLE TO

ROD.

INCH DO NOT REQUIRE A BACKER 4

1SMALLER THAN

WHICH IT IS INSTALLED. INTERLOCK OPENINGS

DIAMETER THAN WIDTH OF THE INTERLOCK IN

INCH GREATER IN 8

1POLYETHYLENE FOAM AT LEAST

2. BACKER RODS IS TO BE CLOSED CELL LOW DENSITY

RIVER SIDE OF SFW4 FROM STA. 8+50 TO STA. 20+50.

1. INSTALL BACKER ROD AND CAULK INTERLOCKS ON

INTERLOCK SEALANT NOTES:

S101S101

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

ELEVATION

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

SECTION E1 (S101 | S102)

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ELEVATION PROVIDED FOR REFERENCE ONLY.

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WITH GEOTEXTILE

LINE EXCAVATION

SEE EXCAVATION NOTES

PRECAST CONCRETE PANEL

24"

12" MIN.

4"2"

SURFACE

GROUND

SCREENINGS

LIMESTONE

COMPACTED

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SHEET ID

EL VARIES

LANDSIDE RIVERSIDE

EL 601

AZ14-770

7. SEED GRADED MATERIAL.

THE LANDSIDE OF THE WALL.

6. SPREAD EXCAVATED MATERIAL SLOPING AWAY FROM

VEHICLES TO PASS WITHOUT RUTTING.

5. COMPACT SUFFICIENTLY TO ALLOW CONSTRUCTION

SCREENINGS.

4. COVER NEW STONE WITH 2" OF COMPACTED FA-23

WITH CA-53 STONE.

3. FILL BENEATH PANELS AND WITHIN THE EXCAVATION

2. LINE TRENCH WITH GEOTEXTILE.

1. EXCAVATE 24" DEEP.

EXCAVATION NOTES:

(SEE NOTES 6 & 7)

SPOILS

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NOT TO SCALE

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