RDB Wall PLAN_SET_RVW-2025-11-24-DRAFT_RDB_WALL__FOR_FRP_INDUSTRY_DAY.pdf

PROJECT LOCATION

SEE PROJECT LOCATION MAP

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INTERBASIN PROJECT

JOLIET, ILLINOIS

BRANDON ROAD L&D

ILLINOIS RIVER BASIN

JUNE 2026

60% REVIEW PLAN SET

ROCK ISLAND DISTRICT

INCREMENT III - RIGHT DESCENDING BANK WALL

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SURVEY

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SITE PLAN - NEW WORKG-106

SITE PLAN - WORK LIMITS AND STAGING AREASG-105

ENLARGED SITE PLAN - EXISTING CONDITIONSG-104

ENLARGED SITE PLAN - EXISTING CONDITIONSG-103

ENLARGED SITE PLAN - EXISTING CONDITIONSG-102

SITE PLAN - EXISTING CONDITIONSG-101

ABBREVIATIONSG-004

LEGENDS, VICINITY MAP AND GENERAL NOTESG-003

SHEET INDEXESG-002

COVER SHEETSG-001

GENERAL

DESCRIPTIONSHEET IDDISCIPLINE

SHEET INDEX

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CHIEF, DESIGN BRANCH

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DATE

DATECHIEF, HYDROLOGY & HYDRAULICS BRANCH

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CHIEF, GEOTECHNICAL BRANCH

XXX

DATE

DATECHIEF, TECHNICAL SERVICES BRANCH

XXX

CHIEF, ENGINEERING & CONSTRUCTION DIVISION DATE

XXX

XXX

DATETECHNICAL LEAD

APPROVAL RECOMMENDED BY:

APPROVED BY:

OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

DIRECTOR, INLAND NAVIGATION DESIGN CENTER DATE

XXX

VICINITY MAP PROJECT LOCATION MAP

of Engineers

US Army Corps

N.T.S.N.T.S.

ISSUE DATE:

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

N N

DRAFT

NO TRAINS

NO TRAINS

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SCALE: 1"=100'-0"

PLAN - RIGHT DESCENDING BANK GUIDE WALL

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EDGE DETERRENTS

INCREMENT I-A LEADING

NEW RDB WALL

ACCESS ROAD

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EXISTING BRANDON ROAD LOCK

NEW LDB MONOLITH

INCREMENT I-A RDB WALL

LDB WALL

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CONSTRUCTION WORK LIMITS

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PROTECTION CELL, TYP

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EXISTING LDB ACCESS ROAD

POB

STA 0+00.00

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E 1,046,146.15

POE

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N 1,760,442.31

E 1,046,245.10

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LARGER THAN A PICKUP TRUCK.

DAM SPILLWAY ACCESS ROAD NOT FOR USE OF CONSTRUCTION VEHICLES 3.

MOORING CELL ON LEFT DESCENDING BANK.

PROJECT STATION 0+00 ALIGNS WITH CENTER POINT OF DOWNSTREAM-MOST 2.

AND EASTING LOCATIONS PROVIDED IN THE PLAN SET.

ONLY. FOR LOCATION OF PROJECT FEATURES, REFER TO THE NORTHING

STATIONING IS FOR REFERENCE AND OVERALL PROJECT COORDINATION 1.

GENERAL SHEET NOTES

100' 200'0

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ENLARGED SITE PLAN - RIGHT DESCENDING BANK WALL

FLOW

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NAVIGATION CHANNEL

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DETERRENTS

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NEW RDB WALL

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RDB WALL

EXISTING INCREMENT I-A

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CONSTRUCTION WORK LIMITS

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NEW MOORING BOLLARD, TYPNEW PERSONNEL LADDER

NORMAL TAIL - EL 505.00

NORMAL TAIL - EL 505.00

LDB WALL

EXISTING INCREMENT I-A

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9 ELECTRIC BARRIER MONOLITHS - FRP MEMBRANE REQUIRED OVER APPROXIMATELY 19,200 SQFT

404'-11 1/4"

DRAFT

WITH FRP MEMBRANE

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EXISTING LDB GRAVEL ACCESS ROAD

NORMAL TAIL - EL 505.00

LADDER, TYP

NEW PERSONNEL

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EXISTING MOORING

EXISTING HIGH MAST LIGHT

EXISTING TOW WINCH

EXISTING OVERHEAD LIGHT, TYP

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LDB BRIDGE APPROACH ABUTMENT

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ELEVATION - RIGHT DESCENDING BANK WALL

G1

SCALE: 1"=20'-0"

ELEVATION - RIGHT DESCENDING BANK WALL

K1

SCALE: 1"=20'-0"

ELEVATION - EXISTING RIGHT DESCENDING BANK LOCK GUIDEWALL

EXISTING DRAWBRIDGE (IDOT)

MONOLITH, TYP

RDB LOCK GUIDEWALL

EXISTING REFURBISHED

EXISTING I-A RDB WALL

NEW BULKHEAD SILL

NEW RDB WALL MONOLITH, TYP

MONOLITH, TYP

NEW RDB WALL

DETERRENTS APRON

EXISTING I-A LEADING EDGE

UTILITY LINES (IDOT)

EXISTING OVERHEAD EXISTING LOCK HIGH MAST LIGHT

LADDER, TYP

NEW PERSONNEL

EXISTING LOCK PERSONEL LADDER

CONTROL TOWER (IDOT)

EXISTING DRAWTENDER

EXISTING UTILITY POLE (IDOT)

EXISTING GUYWIRE (IDOT)

EXISTING LOCK GUIDEWALL HANDRAIL

BOLLARD, TYP

EXISTING LOCK MOORING

MONOLITH, TYP

NEW RDB WALL

A d m in C a n tu

R o b e rt

E d w a rd

E d

C

IV

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.d g n

BOUY BOX, TYP

EXISTING RING EXISTING TOW WINCH

BOLLARD, TYP

NEW LOCK MOORING

LADDER, TYP

NEW PERSONNEL

BOLLARD, TYP

NEW LOCK MOORING

LADDER, TYP

NEW PERSONNEL

RECESS

NEW RDB BULKHEAD

BOTTOM, APPROX

EXISTING CHANNEL

WARNING SIGN

EXISTING NAVIGATION

LADDER

PERSONNEL

EXISTING

MONOLITH, TYP

RDB LOCK GUIDEWALL

EXISTING REFURBISHED

BOTTOM, APPROX

EXISTING CHANNEL

BOTTOM, APPROX

EXISTING CHANNEL

BOTTOM, APPROX

EXISTING CHANNEL

FLOW

NAVIGATION CHANNEL

20' 40'0

20' 40'0

20' 40'0

20' 40'0

FLOW

NAVIGATION CHANNEL

NAVIGATION CHANNEL

FLOW

NAVIGATION CHANNEL

FLOW

59 5761636567697173

77798183

101103105109111113115117119121

123125127129131133137139141143145

147149151153155157159161163165167

99107

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U .S

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ELEVATION - LEFT DESCENDING BANK WALL

A N

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T

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B A

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P R

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JE

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S

S-202

D

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IL

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EXISTING DRAWBRIDGE (IDOT)

LOCK GUIDEWALL

REFURBISHED EXISTING LDB

NEW BULKHEAD SILL

BOTTOM, APPROX

EXISTING CHANNEL

PROTECTION CELL, TYP

NEW TEMPORARY

EXISTING OVERHEAD UTILITY LINES (IDOT)

EXISTING LDB UTILITY POLE (IDOT)

MONOLITH

NEW LDB

EXISTING LDB GUYWURE (IDOT)

EXISTING LIGHT POLE, TYP

OUTLET

STORMWATER DRAIN

EXISTING 5"

BANK, APPROX

EXISTING TOP OF

MOORING BOLLARD, TYP

EXISTING LOCK

A d m in C a n tu

R o b e rt

E d w a rd

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.d g n

BANK, APPROX

EXISTING TOP OF

NEW LDB BULKHEAD RECESS

BOTTOM, APPROX

EXISTING CHANNEL

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®of Engineers

US Army Corps

U .S

A

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20' 40'0

NAVIGATION CHANNEL

FLOW

NAVIGATION CHANNEL

FLOW58 60 62 64 66 68 70

C K

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S-301

D

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IL

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IW

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SCALE: 1/8"=1'-0"

SECTION - STA 13+00

I-A LDB WALL

EXISTING INCREMENT

NEW RDB WALL MONOLITH

DRAINAGE DITCH

ACCESS ROAD /

NEW RDB GRAVEL

EXISTING CHANNEL BOTTOM, APPROX

H1

SCALE: 1/8"=1'-0"

SECTION - STA 19+35

NEW RDB WALL MONOLITH

DRAINAGE DITCH

ACCESS ROAD /

NEW RDB GRAVEL

NEW RDB BULKHEAD RECESS

NEW LDB BULKHEAD RECESS

NEW LDB WALL MONOLITH

NEW BULKHEAD SILL

A d m in C a n tu

R o b e rt

E d w a rd

E d

C

IV

U S

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A

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A D

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-2

-0

-0

-S -3

.d g n

GRADE

EMBANKMENT

FINISHED LDB

8" SLOTTED PVC WELL SCREEN. SEE DETAIL SC502-A11

0 8'4' 16'

0 8'4' 16'

RDB MONOLITH

BOTTOM OF

RDB MONOLITH

LDB WALL

TOP OF LDB WALL

EL 479.02

LDB MONOLITH

BOTTOM OF

EL 513.35

LDB MONOLITH

EL 479.02

RDB MONOLITH

BOTTOM OF

EL 513.35

RDB MONOLITH

TOP OF TOP OF

EL 481.33

BULKHEAD SILL

BOTTOM OF

EL 513.35

EL 488.35

EL 513.35

EL 487.60

TOP OF

TOP OF INCREMENT I-A

INCREMENT I-A

BOTTOM OF

LANDSIDE LEDGE

EL 503.50

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1/2" FRP

MEMBRANE

EL 504.0

'-0

15'-0"

9' -4

POTENTIAL FRP TO

CONCRETE CONNECTION

EL 481.0

DRAFT

1/2" FRP

MEMBRANE

'-0

15'-0"

9' -4

C K

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S-302

D

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IW

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SCALE: 1/8"=1'-0"

SECTION - STA 15+30

NEW RDB WALL MONOLITH

DRAINAGE DITCH

ACCESS ROAD /

NEW RDB GRAVEL

NEW PRECAST CONCRETE PANEL

A d m in A ri a s J a v ie r A

A n d re s

C

IV

U S

A R

M Y

C E

M V

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A )B

IW

L D

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D

S H

E E

T -2

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-S

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.d g n

EXISTING GRADE, APPROX

H1

SCALE: 1/8"=1'-0"

SECTION - STA 21+40

NEW MOORING BOLLARD

DRAINAGE DITCH

ACCESS ROAD /

NEW RDB GRAVEL

NEW RDB WALL MONOLITH

NEW PERSONNEL LADDER

EXISTING GRADE, APPROX

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

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0 8'4' 16'

RDB MONOLITH

TOP OF

RDB MONOLITH

BOTTOM OF

EL 513.35

EL 483.97

LANDSIDE LEDGE

EL 503.50

0 8'4' 16'

RDB MONOLITH

TOP OF

RDB MONOLITH

BOTTOM OF

EL 513.35

EL 488.35

LANDSIDE LEDGE

EL 503.50

EL 504.0

1/2" FRP

MEMBRANE

15'-0"

9' -4

'-0

EL 581.0

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S-503

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

DETAIL - MONOLITH - BULKHEAD RECESS

35'-2" 9'-10"

A11

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

SECTION

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

A15

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

E15

A d m in D il lo n D a rv in R

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#6 GFRP REINFORCING, TYP

#6B GFRP REINFORCING

#6 GFRP REINFORCING, TYP

/2

/1

3'-4"10 1/2 "

/2

A11

S-503

A15

S-503

E15

S-503

0 2' 4'1'

0 2' 4'1'0 4' 8'2'0 4' 8'2'

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U .S

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GFRP

GFRPGFRP

GFRP

GFRP

GFRP

H E

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SCALE: NTS

PROPOSED CONSTRUCTION SEQUENCE

A N

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E

S-101

D

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CONCEPT

A d m in B u rk lu n d

B re n n e n

C

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A

B

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A D

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.d g n

EXISTING GRADE

CONCRETE FORMWORK

CONCRETE FORMWORK

UHPC PANEL CONNECTOR

FORMWORK TIE RODS

STUDDED FRP PANEL

SAND/GROUT BAG

SUPPLEMENTAL REBAR

PRECAST UHPC PANEL

STUDDED FRP PANEL

CONCRETE FORMWORK

STUDDED FRP PANEL

FORMWORK TIE RODS

STUDDED FRP PANEL

TREMIE CONCRETE

GRANULAR ROCK SURFACE

BACKFILL

CONCRETE

CONCRETE (FINAL)

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

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®of Engineers

US Army Corps

U .S

A

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NORMAL POOL EL 505.0

BTM OF ENGINEERED CHANNEL EL 490.0

BTM OF MONOLITH EL VARIES BTM OF MONOLITH EL VARIES BTM OF MONOLITH EL VARIES BTM OF MONOLITH EL VARIES

BTM OF MONOLITH EL VARIES BTM OF MONOLITH EL VARIES BTM OF MONOLITH EL VARIES BTM OF MONOLITH EL VARIES

BTM OF ENGINEERED CHANNEL EL 490.0 BTM OF ENGINEERED CHANNEL EL 490.0 BTM OF ENGINEERED CHANNEL EL 490.0

BTM OF ENGINEERED CHANNEL EL 490.0 BTM OF ENGINEERED CHANNEL EL 490.0 BTM OF ENGINEERED CHANNEL EL 490.0 BTM OF ENGINEERED CHANNEL EL 490.0

NORMAL POOL EL 505.0 NORMAL POOL EL 505.0 NORMAL POOL EL 505.0

NORMAL POOL EL 505.0NORMAL POOL EL 505.0NORMAL POOL EL 505.0NORMAL POOL EL 505.0

TOP OF TREMIE CONCRETE EL 504.5 TOP OF TREMIE CONCRETE EL 504.5 TOP OF TREMIE CONCRETE EL 504.5 TOP OF TREMIE CONCRETE EL 504.5

TOP OF TREMIE CONCRETE EL 504.5TOP OF TREMIE CONCRETE EL 504.5

TOP OF MONOLITH WALL EL 513.35

PART OF THE FORMWORK.

ENSURE UHPC PANEL CONNECTOR IS SECURED AS 4.

RODS.

ITEMS SUCH AS BLOCKOUTS, DRAIN PIPING, OR TIE

PLACE BASEMAT REBAR AND ANY OTHER EMBEDDED 3.

PRE INSTALLED ON THE INSIDE OF THE FORMWORK.

THE VERTICAL STUDDED FRP LINER PANEL IS TO BE

FORM A SEAL BETWEEN THE FORMWORK AND ROCK.

TREMIE POUR. USE GROUTBAGS OR SANDBAGS TO

DEPENDING ON SITUATION) FORMWORK TO FOR INITIAL

PLACE PRE ASSEMBLED FOUR SIDED (OR TWO SIDED 2.

FRACTURED OR WEATHERED.

SILT AND DEBRIS. ENSURE EXPOSED SURFACE IS NOT

ROCK AND ENSURE EXPOSED SURFACE IS FREE OF

CLEAR ROCK TO BASE ELEVATION. CLEAR TOP OF 1.

LIFTS OF EQUAL SIZE.

ACHIEVE DESIGN ELEVATION IN NO MORE THAN TWO

PLACE TREMIE CONCRETE TO DESIGNED ELEVATION.5.

MECHANICAL FASTENER PENETRATIONS, ETC.

WHILE INSTALLING IT: HOLE FOR UHPC CONNECTOR,

PENETRATION MADE IN THE HORIZONTAL FRP PANEL

USE FRP WRAP OR SIMILAR PRODUCT TO SEAL ANY9.

SIDE AND MECHANICALLY SECURED TO THE TREMIE.

PANEL SHALL BE STUDDED ON THE UPWARD FACING

INSTALL HORIZONTAL FRP LINER PANEL. HORIZONTAL8.

DEBRIS AND LAITANCE.

USE A PRESSURE JET TO CLEAR TOP OF TREMIE OF7.

SEAL THE LAP OF THE ADJACENT FRP PANELS.

WITH THE TREMIE. IF ADJACENT MONOLITH EXISTS,

SEPARATES FROM THE FORMWORK AND IS INTEGRAL

REMOVE FORMWORK. ENSURE VERTICAL FRP PANEL6.

FRP PANEL.

HORIZONTAL FRP PAN EL AND THE OPPOSITE VERTICAL

RODS. SEAL REMAINING JOINT BETWEEN THE

PLACE SUPPLEMENTAL REBAR, EMBEDS, AND TIE 13.

BE PRE ATTACHED TO FORMWORK.

PLACEMENT. FINAL VERTICAL FRP STUDDED PANEL TO

PLACE FORMWORK FOR IN THE DRY MASS CONCRETE 12.

CONTINUOUS FRP MEMBRANE ACROSS CONNECTION.

INTERSECTION WITH THE UHPC PANEL TO ENSURE

SEAL VERTICAL AND HORIZONTAL FRP PANELS AT THEIR11.

WITH FOLLOW ON CONCRETE POUR.

INTO THE PANEL WILL ENSURE IT BECOMES INTEGRAL

FORMWORK ON ONE SIDE. REBAR HOOKS PRECAST

PROPER FIT. UHPC PANEL WILL SERVE AS LEAVE IN

IS SLOTTED TO ALLOW ADJUSTABILITY TO ENSURE

CONNECTOR EMBEDDED IN THE TREMIE. CONNECTOR

SECURE PRECAST UHPC PANEL TO THE UHPC 10.

PLACE CONCRETE TO DESIGNED ELEVATION.19.

LARGELY FINISHED.

CONSTRUCTION EQUIPMENT ALONG TOP OF WALL IS

PROJECT IS SIGNIFICANTLY COMPLETE AND TRAVEL OF

LEAVE TOP PORTION OF CONCRETE EXPOSED UNTIL 18.

BACKFILL AREA.17.

REMOVE FORMWORK.16.

PLACE IN THE DRY MASS CONCRETE LIFTS.15.

PUMP REMAINING WATER FROM INSIDE FORMWORK.14.

PLACE FINAL TOPPING LAYER OF CONCRETE.21.

LARGELY FINISHED.

CONSTRUCTION EQUIPMENT ALONG TOP OF WALL IS

PROJECT IS SIGNIFICANTLY COMPLETE AND TRAVEL OF

LEAVE TOP PORTION OF CONCRETE EXPOSED UNTIL 20.

DRAWINGS.

NEEDED FOR CONSTRUCTION SHALL REFER TO RELEVANT STRUCTURAL

A SUGGESTED CONSTRUCTION SEQUENCE. DIMENSIONS AND DETAILS

THIS DRAWING IS FOR VISUAL PURPOSES ONLY. IT IS INTENDED TO PRESENT 4.

COORDINATED WITH THE SITE AND APPROVED BY THE CONTRACTING OFFICER.

CHANNEL IS OPEN TO TRAFFIC. ALL WORK PLAN ITEMS SHALL BE

CLOSURE. FOR ALL OTHER STEPS, IT IS PERMISSIBLE TO WORK WHILE THE

CLOSED TO TRAFFIC. IT IS EXPECTED THESE STEPS BE DONE DURING A

NAVIGATION CHANNEL AND CAN ONLY BE COMPLETED WHILE THE CHANNEL IS

STEPS 2 THROUGH 6 REQUIRE THAT FORMWORK ENCROACH IN THE 3.

APPROVED AND MUST COME AT NO ADDITIONAL COST TO THE GOVERNMENT.

OTHER THAN THE SUGGESTED SEQUENCE ARE PERMITTED BUT MUST BE

THE DESIGN DRAWINGS AND SPECIFICATIONS. CONSTRUCTION SEQUENCES

RESPONSIBLE FOR PROVIDING A COMPLETE AND NEAT MONOLITH THAT MEETS

SEQUENCE TO BE APPROVED BY CONTRACTING OFFICER. CONTRACTOR IS

RESPONSIBLE FOR FINAL CONSTRUCTION SEQUENCE. FINAL CONSTRUCTION

THIS IS A SUGGESTED CONSTRUCTION SEQUENCE. CONTRACTOR IS 2.

AN ELECTRICAL ISOLATING MEMBRANE.

THE SEQUENCE DEPICTED HERE IS FOR A TYPICAL NEW MONOLITH REQUIRING 1.

GENERAL SHEET NOTES