140G0220F0140_AS_BUILT_DRAWINGS_(compressed).pdf

BE Project No.

MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/1

8/2

0 9 :59

A M

USGS CONTRACT NO.:

140G0220F0140

C-101, S-001, S-101, S-301, S-302, S-310, S-501, S-502, S-503, S-504, S-505, S-506, S-507

(SIGNATURE) (DATE)

PRINTED OR TYPED NAME:

LICENSE NUMBER:

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2021

22250

KENT W. LOCKE

PAGES OR SHEETS COVERED BY THIS SEAL:

08/07/2020

SEAL

G-001, G-002

I HEREBY CERTIFY THAT THESE DOCUMENTS HAVE BEEN PREPARED BY ME OR

UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.

(SIGNATURE) (DATE)

PRINTED OR TYPED NAME:

LICENSE NUMBER:

MY LICENSE RENEWAL DATE IS JUNE 30, 2022

03583

ELLEN B. DICKSON

PAGES OR SHEETS COVERED BY THIS SEAL:

08/07/2020

SEAL

I HEREBY CERTIFY THAT THESE ENGINEERING DOCUMENTS HAVE BEEN PREPARED

BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

UNITED STATES GEOLOGICAL SURVEY

USGS CONTRACT NO.: 140G0220F0140

GLRIAC ACOUSTIC STUDY AT MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

TITLESHEET

GENERAL

G-001 COVER SHEET

G-002 SITE PLAN

C-101 SITE PLAN

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 PLAN LOWER LOCK EMPTYING SYSTEM

S-301 SECTION LANDSIDE LOWER GUIDEWALL

S-302 SECTIONS

S-310 SECTIONS PICK POINT CONNECTION

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-504 DETAILS

S-505 DETAILS ANGLED BRACKET ASSEMBLY

S-506 DETAILS

S-507 DETAILS

S-508 DETAILS

S-509 DETAILS

S-510 DETAILS PICK POINTS ASSEMBLY

S-511 DETAILS

S-512 WELDMENT HYDROPHONE HOLDER

S-601 DIAGRAM

S-901 ISOMETRIC LOWER WALL

S-902 BOTTOM LAID HYDROPHONE & CONDUIT LOCATIONS

S-903 BOTTOM LAID HYDROPHONE CONDUIT DETAILS

S-904 HYDROPHONE BOTTOM LAID CONDUIT PIECES AND

INSTALLATION

S-905 LADDERWALL HYDROPHONE INSTALLATION DETAILS

S-906 FRAMING AND SUPPORT STRUCTURE DETAILS

ELECTRICAL

E-001 GENERAL ELECTRICAL NOTES

E-101 LOWER LANDWALL POWER PLAN

E-201 ELEVATION CORE DRILL PLACEMENT

E-301 SECTION CORE DRILL

TELEMETRY

T-100 TELEMETRY EQUIPMENT PLAN

T-101 TELEMETRY EQUIPMENT PLANS

T-102 TELEMETRY EQUIPMENT, JOB TRAILER INFORMATION

T-103 TELEMETRY EQUIPMENT

T-104 TELEMETRY FOR POWER MONITORING PLAN,

SCHEMATIC AND DETAILS

T-105 TELEMETRY IMAGES

T-106 TELEMETRY IMAGES

T-107 TELEMETRY IMAGES

NORTH

VICINITY LOCATION MAP INDEX OF DRAWINGS

KEOKUK, IA

COVER SHEET

G-001

NPT

NORTH

PROJECT SITE

S-508, S-509, S-510, S-511, S-512, S-601, S-901, S-902, S-903, S-904, S-905, S-906, E-001, E-101, E-201, E-301, T-101, T-101, T-102, T-103, T-104, T-105, T-106, T-107

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/1

8/2

0 9 :59

A M

USGS CONTRACT NO.:

140G0220F0140

C-101, S-001, S-101, S-301, S-302, S-310, S-501, S-502, S-503, S-504, S-505, S-506, S-507

(SIGNATURE) (DATE)

PRINTED OR TYPED NAME:

LICENSE NUMBER:

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2021

22250

KENT W. LOCKE

PAGES OR SHEETS COVERED BY THIS SEAL:

08/07/2020

SEAL

G-001, G-002

I HEREBY CERTIFY THAT THESE DOCUMENTS HAVE BEEN PREPARED BY ME OR

UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.

(SIGNATURE) (DATE)

PRINTED OR TYPED NAME:

LICENSE NUMBER:

MY LICENSE RENEWAL DATE IS JUNE 30, 2022

03583

ELLEN B. DICKSON

PAGES OR SHEETS COVERED BY THIS SEAL:

08/07/2020

SEAL

I HEREBY CERTIFY THAT THESE ENGINEERING DOCUMENTS HAVE BEEN PREPARED

BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

UNITED STATES GEOLOGICAL SURVEY

USGS CONTRACT NO.: 140G0220F0140

GLRIAC ACOUSTIC STUDY AT MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

TITLESHEET

GENERAL

G-001 COVER SHEET

G-002 SITE PLAN

C-101 SITE PLAN

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 PLAN LOWER LOCK EMPTYING SYSTEM

S-301 SECTION LANDSIDE LOWER GUIDEWALL

S-302 SECTIONS

S-310 SECTIONS PICK POINT CONNECTION

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-504 DETAILS

S-505 DETAILS ANGLED BRACKET ASSEMBLY

S-506 DETAILS

S-507 DETAILS

S-508 DETAILS

S-509 DETAILS

S-510 DETAILS PICK POINTS ASSEMBLY

S-511 DETAILS

S-512 WELDMENT HYDROPHONE HOLDER

S-601 DIAGRAM

S-901 ISOMETRIC LOWER WALL

S-902 BOTTOM LAID HYDROPHONE & CONDUIT LOCATIONS

S-903 BOTTOM LAID HYDROPHONE CONDUIT DETAILS

S-904 HYDROPHONE BOTTOM LAID CONDUIT PIECES AND

INSTALLATION

S-905 LADDERWALL HYDROPHONE INSTALLATION DETAILS

S-906 FRAMING AND SUPPORT STRUCTURE DETAILS

ELECTRICAL

E-001 GENERAL ELECTRICAL NOTES

E-101 LOWER LANDWALL POWER PLAN

E-201 ELEVATION CORE DRILL PLACEMENT

E-301 SECTION CORE DRILL

TELEMETRY

T-100 TELEMETRY EQUIPMENT PLAN

T-101 TELEMETRY EQUIPMENT PLANS

T-102 TELEMETRY EQUIPMENT, JOB TRAILER INFORMATION

T-103 TELEMETRY EQUIPMENT

T-104 TELEMETRY FOR POWER MONITORING PLAN,

SCHEMATIC AND DETAILS

T-105 TELEMETRY IMAGES

T-106 TELEMETRY IMAGES

T-107 TELEMETRY IMAGES

NORTH

VICINITY LOCATION MAP INDEX OF DRAWINGS

KEOKUK, IA

COVER SHEET

G-001

NPT

NORTH

PROJECT SITE

S-508, S-509, S-510, S-511, S-512, S-601, S-901, S-902, S-903, S-904, S-905, S-906, E-001, E-101, E-201, E-301, T-101, T-101, T-102, T-103, T-104, T-105, T-106, T-107 weaton Text Box

LEGEND

Deletions are in Red Additions are in Green Notes are in Blue

GENERAL STAGING

JOB TRAILER

LOCATION OF CRANE

APPROXIMATE LOCATION OF

LAST DISCHARGE LATERAL.

90 FEET DOWNSTREAM OF

LOWER GATE PINTLE.

LOCATION OF WELDMENT

WITH TRANSDUCERS AND

HYDROPHONES

LOCATION OF CORE

DRILL MACHINE

USACE TO RELOCATE

METAL GATES TO MAKE

ROOM FOR JOB TRAILER

SEE T-103, IMAGE 9

SEE T-104, IMAGE 3

DECK BOX

WELDMENT LENGTH =

104'-8 18" (SHEET S-502)

SEE T-100, T-101 FOR TELEMETRY PLANS

AND HYDROPHONE LOCATIONS

DECK BOX22

DECK BOX22

SITE PLAN

SCALE : 1" = 150'-0"

NORTH

DECK BOX18

DECK BOX 22

2A

2A

2A

BE Project No.

MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/6

/20

1:

P M

USGS CONTRACT NO.:

140G0220F0140

SITE PLAN

G-002

NPT

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

ADD DECK BOX

Chris Donaldson

DELETE

Chris Donaldson

75 - ANCHOR BOLTS - AB100

BILL OF MATERIAL

MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

AB100 75

P1009 75 ROD1/2" 0'-6" 25 MILL FINISH A36

SQ-2ANCHOR BOLTS

75 1/2_HEAVY_HEX_NUT 5

75 1/2_WASHER 2

TOTAL WEIGHT THIS DRAWING 25

SHOP NOTES :

1. TOLERANCE ON ALL DIMENSIONS ± 1/16".

2. CHECK SQUARENESS OF ALL CORNERS.

3. DOUBLE CHECK FLATNESS OF PLATES AFTER WELDING.

4. CHECK STRAIGHTNESS OF RAILS AFTER WELDING.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

YMM

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

AB100

A

5. RAIL WELD FINISH TO BE NOMMA #3

12/14/2020A ISSUED FOR APPROVAL

REV DESCRIPTION DATE

TR

EA

D

8/

8/

R

O D

1 2/ X weaton Line weaton Line weaton Cloud+ weaton Cloud+ Replaced with 1/2"x7" Power-Stud + SD1, per RFI 004.

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/6

/20

1:

P M

USGS CONTRACT NO.:

140G0220F0140

SITE PLAN

C-101

XXX

Chris Donaldson Brown Electric Job Trailer

Chris Donaldson

Chris Donaldson

Chris Donaldson JF Brennan Job Trailer

Chris Donaldson

Dumpster

GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL WORK

1. CONTRACTOR MUST COORDINATE WITH AND RECEIVE APPROVAL

FROM THE CONTRACTING OFFICER PRIOR TO ANY ELECTRICAL

POWER OUTAGES.

2. PRIOR TO ANY CONCRETE EXCAVATION WORK, THE

CONTRACTOR MUST PROVIDE LOCATE SERVICES IN WORK

AREAS, MARK ELECTRICAL DUCTS USING MARKER PAINT, AND

PROVIDE PHOTO AND VIDEO FILES OF PAINT LOCATORS TO

GOVERNMENT. PROVIDE SKETCHES WITH MEASUREMENTS FROM

LOCKWALL AND OTHER PERMANENT REFERENCE POINTS TO ADD

AS BUILT DRAWINGS FOR THIS PROJECT.

3. CONTRACTOR MUST PROVIDE PROTECTION FROM OPEN

MANHOLES IN ACCORDANCE WITH THE SAFETY AND HEALTH

REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER, 2014,

SECTION 11, SUBSECTION J.

4. CONTRACTOR MUST ADHERE TO PROPER LOCKOUT/TAG OUT

PROCEDURES IN ACCORDANCE WITH THE SAFETY AND HEALTH

REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER, 2014,

SECTION 12.

5. ANY DAMAGE TO DUCT BANK, EMBEDDED CONDUITS OR CABLES,

OR ANY LOCK EQUIPMENT BY THE CONTRACTOR (OTHER THAN

AS INDICATED IN PLANS) MUST BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

6. ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR MUST

BE REPLACED IN ITS ENTIRETY FROM SOURCE TO LOAD AT THE

CONTRACTOR'S EXPENSE.

7. A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED

SHRINK MATERIAL WHICH CAN BE PLACED OVER THE END OF THE

BARE CONDUCTORS AND A CABLE END TO INSULATE FROM

ELECTRIC SHOCK AND TO PROTECT THE CABLE AND CONDUCTOR

ENDS FROM WATER INTRUSION. SPLICE CAPS MUST BE

INSTALLED TO PROTECT THE ENDS OF NON TERMINATED CABLES

OR CONDUCTORS. ONE EXAMPLE LOCATION FOR THIS USE WILL

BE THE LOWER GUIDEWALL CABLES TO BE PROTECTED AND

TERMINATED TO NEW CABLES.

8. STAGING OF EQUIPMENT REMOVAL, RELOCATION, AND

INSTALLATION MUST BE COORDINATED WITH THE CONTRACTING

OFFICER TO ALLOW ACCESS TO NECESSARY UPPER LOCK WALL

AREAS BY THE LOCK AND DAM OPERATING PERSONNEL.

9. THE CONTRACTOR MUST BE AWARE AND CONSIDER THAT THERE

ARE OCCASIONS WHEN THE RIVER MAY FLOOD AND WATER MAY

OVERTOP THE LOCK WALL, AND CARE MUST BE TAKEN TO

PROTECT CABLE ENDS FROM BEING SUBMERGED.

10. ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION MUST

BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 70,

NATIONAL ELECTRICAL CODE AND USACE 385-1-1.

11. THE ELECTRICAL WORK MUST BE COORDINATED WITH THE

STRUCTURAL CONCRETE WORK TO FACILITATE STRUCTURAL

CONSTRUCTION. SEE STRUCTURAL DRAWINGS.

12. THE CONTRACTOR MUST COORDINATE ALL EQUIPMENT

LOCATIONS PRIOR TO MAKING THE ACTUAL ELECTRICAL

INSTALLATION.

13. ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED.

14. ALL CABLE ROUTING SHALL BE SUBMITTED FOR GOVERNMENT

APPROVAL.

15. ROUTING OF SENSOR /HYDROPHONE CABLES ALONG THE LOCK

WALL, WHETHER EXPOSED OR RUN IN PROTECTIVE CONDUIT,

SHALL BE SECURED TO THE MIDDLE HAND RAIL WHERE POSSIBLE,

AND NOT SECURED TO THE TOP RAIL, AND SHALL USE ALUMINUM

ZIP TIES.

16. ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT LIMITED

TO: CONDUIT, WIRE, CABLES, ENCLOSURES, COVERS,

RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT, TERMINALS,

TERMINATORS, AND WIRE LABELS MUST COMPLY WITH RELEVANT

AMERICAN INDUSTRY STANDARDS (NEMA, ANSI, ETC.).

17. NEW CONDUCTORS MUST BE COPPER, 600 VOLT, 90 DEGREE

CELSIUS, TYPE THHN/THWN-2 INSULATION. USE SOLID FOR #10

AWG AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.

MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM

CONDUIT SIZE SHALL BE 3/4 INCH RIGID GALVANIZED STEEL

CONDUIT.

18. PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL

CONDUIT SUPPORT WITHIN 3 FEET OF EACH BOX AND FITTING.

USE STRAP TYPE CONDUIT SUPPORTS FOR EXPOSED CONDUITS.

CONDUIT MUST NOT BE SUPPORTED BY OTHER CONDUIT,

EQUIPMENT, MACHINERY, OR PIPING.

19. NAMEPLATES FOR NEW PANEL BOARDS, JUNCTION BOXES,

TERMINAL BLOCKS, AND NEW EQUIPMENT, MUST BE UV RATED

ENGRAVED PLASTIC WITH 3/16 INCH HIGH LETTER TO IDENTIFY

ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT BY NAME AND

FUNCTION INCLUDING OPERATING VOLTAGE, AND MAXIMUM FUSE

SIZE (IF APPLICABLE). LABELING SWITCH AS S-A, S-B, ETC., DOES

NOT SATISFY THIS REQUIREMENT. USE NON-FERROUS SCREWS

TO ATTACH NAMEPLATES.

20. PROVIDE INSULATING BUSHINGS AT TERMINATION OF CONDUITS

AT ALL ELECTRICAL ENCLOSURES, BOXES, AND HAND HOLES.

21. INSULATED THROAT GROUNDING TYPE CONDUIT HUBS SHALL BE

USED TO FASTEN CONDUIT TO ELECTRICAL JUNCTION BOXES.

22. WEDGE TYPE CONCRETE ANCHORS AND POWDER ACTUATED

CONCRETE ANCHORS ARE NOT PERMITTED.

23. THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT

LOCATIONS AND CONDUIT ROUTING.

24. ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT

WHERE NOTED OTHERWISE .

25. AS BUILT DRAWINGS: CONTRACTOR MUST INCLUDE DETAILED

LOCATIONS AND PLAN SKETCHES OF ALL CABLE SPLICES,

CONDUITS, AND CABLES ASSOCIATED WITH THIS CONTRACT ON

RED LINE AS BUILT DRAWINGS. SEE SPECIFICATIONS FOR

FURTHER REQUIREMENTS.

26. THE EXISTING ELECTRICAL DRAWINGS INDICATE GENERAL

ELECTRICAL CONDITIONS. THE CONTRACTOR MUST FIELD VERIFY

EXISTING CONDITIONS AND DOCUMENT CHANGES THAT MAY

EFFECT INSTALLATION OR OPERATION.

27. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD INCLUDED

SOLELY FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK

ON THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS.

THE REFERENCE DRAWINGS ARE NOT "AS BUILT" SO THEY DO

NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS.

REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

GENERAL ELECTRICAL WORK NOTES:

28. NORMAL OPERATION OF THE LOCK, BY LOCK PERSONNEL, SHALL

BE MAINTAINED AT ANY TIME EXCEPT DURING NAVIGATION SHUT

DOWN UNLESS OTHERWISE COORDINATED AND AGREED UPON IN

WRITING. ANY POWER OUTAGE SHALL BE COORDINATED WITH

THE CONTRACTING OFFICER PRIOR TO PERFORMANCE OF WORK.

29. THE CONTRACTOR SHALL ROUTE TEMPORARY ELECTRIC CABLES

ACROSS PATHWAYS SO THAT THEY ARE PHYSICALLY PROTECTED

IN ACCORDANCE WITH EM385-1-, NFPA 70, AND IEEE/ANSIC21 FOR

SAFE ROUTING.

30. WHERE ELECTRIC CABLING IS SUBJECT TO CROSSING BY

PEDESTRIANS, CONSTRUCTION EQUIPMENT, AND BY CUSHMAN

CARTS, TEMPORARY CABLING SHALL BE ROUTED OVERHEAD NOT

LESS THAN 8 FEET ABOVE GRADE UNLESS OTHERWISE

APPROVED BY THE CONTRACTING OFFICER, OR PROTECTED BY A

TEMPORARY BRIDGE.

31. TEMPORARY BRIDGES FOR CABLE PROTECTION SHALL BE

CONSTRUCTED TO ACCOMMODATE CONSTRUCTION EQUIPMENT

AND CUSHMAN CARTS UP TO A 2000 LB MAXIMUM LOAD OR 1000

LB LOAD PER AXLE. CONSTRUCTION OF THE TEMPORARY BRIDGE

SHALL NOT IMPEDE MOTORIZED OPERATION OF THE CARTS UP

AND OVER THE BRIDGE, AND IT SHALL NOT ALLOW THE TO CART

TO BOTTOM OUT OR HANG UP.

32. ELECTRICAL NOTES ARE INTENDED TO INDICATE THE SCOPE OF

WORK REQUIRED, AND DO NOT INDICATE EVERY BOX, CONDUIT

OR WIRE THAT MUST BE REMOVED OR INSTALLED.

33. AS REQUIRED COORDINATED, INSTALL NEW PANELBOARD WITH

CONDUIT AND CONDUCTORS TO SOURCE AND LOADS.

RECONNECT EXISTING SHED LOADS TO NEW PANELBOARD.

34. INSTALL NEW SPEAKER /SENSOR CABLE SUPPORTS WHERE

REQUIRED ALONG HAND RAIL, INCLUDING STRAIN RELIEF OVER

VERTICAL CORE-DRILL AND WHERE CABLES ARE SUPPORTED BY

MIDDLE HAND RAIL ON THE LOWER INTERMEDIATE LOCKWALL.

35. MAINTAIN SITE ACCESS FOR THE LOCK PERSONNEL AND

EQUIPMENT AT ALL TIMES.

36. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD INCLUDED

SOLELY FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK

ON THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS.

THE REFERENCE DRAWINGS ARE NOT "AS BUILT" SO THEY DO

NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS.

REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

37. STAGING OF EQUIPMENT, REMOVAL, RELOCATION, AND

INSTALLATION MUST BE COORDINATED WITH THE CONTRACTING

OFFICER TO ALLOW ACCESS TO NECESSARY UPPER LOCK WALL

AREAS BY LOCK AND DAM PERSONNEL.

DEMO NOTES:

1. ITEMS (I.E., TRANSFORMER, LOAD CENTER, ETC.) INDICATED TO BE

REMOVED AND NOT NOTED AS REUSED OR DELIVERED TO THE

CONTRACTING OFFICER SHALL BE REMOVED FROM THE SITE AND

PROPERLY DISPOSED OF BY THE CONTRACTOR.

DUCT BANK AND EMBEDDED CONDUITS LOCATION PROCEDURE

2. THE DUCT BANK (CABLE) AND EMBEDDED CONDUITS LOCATION

CONTRACTOR SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE WITH

LOCATING BURIED UTILITIES USING MAGNETIC SIGNATURE LOCATION

EQUIPMENT.

3. CONTRACTOR SHALL USE A COMMERCIALLY AVAILABLE LOCATING

DEVICE TO LOCATE DUCT BANK AND EMBEDDED CONDUITS IN AREA OF

CONSTRUCTION BY ONE OF TWO METHODS. THE LEAST INTRUSIVE

METHOD IS THE “INDUCTIVE COUPLER” METHOD WHERE THE INDUCTIVE

COUPLER, ASSOCIATED WITH LOCATOR, CLAMPS AROUND CABLE TO

INDUCE A SIGNAL IN THE CABLE CONDUCTORS. THE CABLE CAN BE LEFT

CONNECTED TO ITS SOURCE AND LOAD DURING THIS PROCEDURE.

4. THE MORE RELIABLE METHOD IS THE APPLICATION OF SIGNAL, DIRECT

CONNECT” METHOD. THIS ENTAILS DISABLING POWER, DISCONNECTING

THE CABLES FROM THEIR POWER SOURCE, AND DIRECTLY CONNECTING

THE SIGNAL SOURCE TO ONE OF THE CONDUCTORS IN EACH CABLE TO

BE LOCATED.

5. THE ADJACENT MANHOLE OR HANDHOLE SHALL BE OPENED TO ACCESS

THE CABLES AND TO VERIFY DUCT BANK AND EMBEDDED CONDUITS

LOCATION AS A CHECK THAT THE LOCATOR IS IN FACT DETECTING THE

CABLES.

6. VARY SIGNAL FREQUENCIES AS REQUIRED TO ACHIEVE OPTIMUM

LOCATING SIGNAL. APPLY SIGNALS TO THE TWO OUTERMOST UPPER

CABLES IN THE DUCT BANK. THE AREA TO BE SCANNED FOR THE DUCT

BANK AND EMBEDDED CONDUIT LOCATION SHALL BE THE TOP OF THE

LOCK WALL DOWNSTREAM OF THE FIRST HAND-HOLE DOWNSTREAM OF

THE CONCRETE STAIRS THAT LEAD TO THE LOWER GUIDEWALL IN THE

AREA OF THE VERTICAL CORE DRILL.

7. MARK THE OUTER BOUNDARIES OF THE DUCT BANK AND EMBEDDED

CONDUIT LOCATION WITH AN ENVIRONMENTALLY FRIENDLY BRIGHT

MARKING PAINT WHICH WILL BE VISIBLE TO THE CONTRACTOR

PERFORMING THE CONCRETE EXCAVATION.

8. THE CONTRACTOR SHALL SUBMIT, FOR GOVERNMENT APPROVAL, A

TRANSMITTAL SPECIFYING THE DETAILS OF HOW THE DUCT BANK WAS

LOCATED AND THE LOCATION OF THE DUCT BANK PRIOR TO THE

BEGINNING OF ANY CONSTRUCTION IN THE AREA. INCLUDE A MINIMUM

OF 4 PHOTOS TAKEN FROM DIFFERENT ASPECTS CLEARLY SHOWING THE

PAINED DUCT BANK LOCATION ON TOP OF THE LOCK WALL. EMPHASIS

SHALL BE PLACED ON TAKING PHOTOS OF THE PAINTED DUCT BANK

LOCATION IN RELATION TO THE HAND-RAIL AND HAND HOLE.

9. EMPTY CONDUITS (EC) SHALL BE LOCATED VIA CONTRACTOR PULLING IN

A TEST CABLE AS A CONDUCTOR FOR THE CABLE LOCATION EQUIPMENT.

10. ELECTRICAL WORK WILL INCLUDE BUT IS NOT LIMITED TO:

LANDWALL POWER:

11. TEMPORARY POWER FOR ACOUSTIC TEST TRAILER: CONTRACTOR IS

RESPONSIBLE TO INCUR ALL COSTS ASSOCIATED WITH SIZING AND

PROVIDING A TEMPORARY 120/240V SINGLE PHASE SERVICE TO THE

TRAILER.

THE CONTRACTOR SHALL PROVIDE KWH (KILOWATT HOUR) METER FOR

MEASUREMENT OF POWER FED TO THE TRAILER. THE METER SHALL BE

LOCATED INSIDE THE STORAGE SHED NEAR THE NEW CIRCUIT

PROTECTION FOR THE TRAILER. REPLACE EXISTING 10KVA, 120/240V

TRANSFORMER AND 4-CIRCUIT "LIGHTING PANEL" WITH NEW LARGER

TRANSFORMER AND 30 CIRCUIT, 120/240V LOAD CENTER, RECONNECT

EXISTING LOADS, AND INSTALL KWH METER TO 2-POLE (3 WIRE +

GROUND) CIRCUIT THAT FEEDS THE TRAILER. A/E IS RESPONSIBLE FOR

SIZING TRANSFORMER, PANELBOARD, AND BRANCH CIRCUIT FEEDER TO

TRAILER. REFER TO ONE LINE DIAGRAM AND PANEL SCHEDULE ON

SHEET E-101.

ANY NEW BUILDING PENETRATIONS FOR CABLING OUT OF THE STORAGE

SHED SHALL BE AS HIGH ABOVE LOCKWALL AS PRACTICAL TO BE OUT OF

THE FLOODPLAIN, USE CONDUIT FOR CABLE PROTECTION AND BUILDING

WALL PENETRATION SHALL BE SEALED WATER TIGHT.

12. A POWER PLAN INCLUDING ONE-LINE DIAGRAM, CABLE ROUTING AND

BUILDING PENETRATION SEALING SHALL BE SUBMITTED FOR

GOVERNMENT APPROVAL.

13. SPONSOR SHALL REIMBURSE USACE FOR ELECTRICAL USAGE THROUGH

ENTIRE ACOUSTIC TEST PERIOD.

I-WALL POWER:

14. UTILIZE THE EXISTING EXISTING 20A CONVENIENCE RECEPTACLE

CIRCUIT ON LOCAL LIGHT POLE TO FEED POWER TO THE DECK BOX'S

LAPTOPS AND EXTERNAL HARD DRIVE.

15. UPON COMPLETION OF THE (APPROXIMATE) 3-YEAR PROJECT, ERDC IS

RESPONSIBLE FOR REMOVAL OF THE TRAILER, UTILITY POWER SOURCE

(IF INSTALLED), THE SECONDARY FEEDER CABLES, SPEAKER AND

SENSOR CABLES AND ALL RELATED MOUNTING EQUIPMENT. THE KWH

METER, TRANSFORMER, AND PANELBOARD (IF INSTALLED) ARE TO

REMAIN AS INSTALLED AT THE END OF THE PROJECT TEST. SEE ALSO

NOTE 15B AND NOTES ON SHEET C-101.

CONSTRUCTION SEQUENCE:

16A. WORK THAT SHOULD BE SUBSTANTIALLY COMPLETE BEFORE THE

BEGINNING OF THE NAVIGATION CLOSURE PERIOD AND READY FOR

CONTINUED INSTALLATION:

• ASSEMBLE SPEAKER WIRING AND SECURE CABLE STRAIN RELIEF

TO MOUNTING DEVICE PRIOR TO INSTALLATION TO THE BOTTOM OF

THE CHAMBER

• PERMANENTLY LABEL EACH CABLE ON NEAR THE ENDS THAT WILL

EVENTUALLY BE CONNECTED TO EQUIPMENT IN THE TRAILER.

16B. REMAINING WORK MUST BE COMPLETED AFTER THE ACOUSTICAL TEST

PERIOD INCLUDING BUT NOT LIMITED TO:

• REMOVE ALL ASSOCIATED HARDWARE AND EQUIPMENT

ASSOCIATED WITH SPEAKER AND SENSOR CABLING PROTECTION,

RACEWAY, AND SUPPORTS.

• CUT AND GRIND FLUSH ANY CONCRETE ANCHOR BOLTS

• INSTALL CAP ON STORAGE BUILDING PENETRATION CONDUIT

• FILL CORE DRILLED HOLES IN LOCKWALL WITH NON-SHRINK GROUT.

• ANY CONCRETE ENCASED CONDUITS ON TOP OF LOCKWALL, OR

UNDER SIDEWALKS THAT ARE NOT IMPEDING TRAFFIC OR CAUSING

A TRIP HAZARD MAY BE ABANDONED IN PLACE AS APPROVED IN

WRITING BY THE GOVERNMENT.

SPEAKER AND SENSOR WIRING:

17A. THE PLUGS THAT CONNECT THE CABLES TO THE SPEAKERS ARE NOT

WET-MATEABLE. THEREFORE ALL CABLING MUST BE ASSEMBLED IN THE

DRY (TOP-SIDE) PRIOR TO SUBMERSION.

17B. EACH CABLE SHALL HAVE WATER-PROOF LABELS INSTALLED INDICATING

WHICH SPEAKER OR SENSOR IT IS CONNECTED TO, SO THAT WHEN THE

CABLES ARE PULLED BACK UP THRU THE CORE-DRILLED HOLE, THE

PROPER CONNECTORS AND LABELS CAN BE RE-AFFIXED TO EACH CABLE

AT THE END POINT OF CONNECTION IN THE ERDC TRAILER.

17C. STRAIN-RELIEF: AS PART OF THE INITIAL TOP-SIDE ASSEMBLY, EACH

CABLE MUST HAVE ITS OWN STRAIN RELIEF AT EACH SPEAKER, OR

BUNDLES OF CABLES MUST HAVE STRAIN RELIEF ANCHORED TO THE

LAND-SIDE OF THE SUPPORT TUBE SUCH THAT WHEN THE CABLES ARE

PULLED TOP SIDE, THEY WILL NOT PULL THE PLUGS OUT OF EACH

SPEAKER OR DEVICE.

17D. CABLE INSTALLATION: IT IS RECOMMENDED THAT BUNDLES OF 4 OR 5

CABLES ARE CAPPED TOGETHER WITH A SEALING PULLING EYE THAT

WILL EVENTUALLY BE CUT OFF WHEN IT IS PULLED OUT TOP. IT IS ALSO

SUGGESTED DURING INSTALLATION THAT THE DIVER HELPS FEED THE

BUNDLES IN STAGGERED FASHION SUCH THAT THEY TAKE UP LESS

ROOM ON THE WAY UP THE CORE-DRILL HOLE, AND ALL CABLES ARE

ESSENTIALLY PULLED UP AT THE SAME TIME IN ATTEMPT TO LIMIT CABLE

TWISTING AND PROVIDE A SMOOTHER PULL.

17E. CABLE STRAIN-RELIEF: UPON INSTALLATION OF SPEAKER AND SENSOR

CABLES UP THRU THE CORE-DRILL HOLE, PROVIDE STRAIN RELIEF AT

THE HOLE ATOP THE LOCKWALL AND MAY BE ANCHORED TO THE HAND

RAIL. AGAIN, THE KELUMS GRIP STYLE STRAIN RELIEF MAY BE EASIEST

TO INSTALL ON "BUNDLES" OF 4 OR 5 CABLES HERE.

17F. CORE-DRILL HOLES: WHERE THE 16" HOLE MATES UP WITH THE 8" HOLE,

THERE WILL LIKELY BE A SHARP CONCRETE EDGE THAT THE CABLES

WILL NEED TO BE PULLED AROUND. IT IS RECOMMENDED THAT SOME

MEANS OF PROTECTING THE CABLES FROM DAMAGE AS THEY ARE

PULLED AROUND THAT CORNER IS USED, LIKE INSTALLING A 8" PVC

ELBOW WITH A SHORT SECTION OF PIPE INSERTED INTO THE 16" CORE,

AND SECURE THE PIPE TO THE CONCRETE, AND PROVIDE A BUSHING

FOR THE INSIDE EDGE OF THE PIPE TO KEEP ANY SHARP EDGES OF THE

PVC PIPE FROM DAMAGING THE CABLE WHERE THE DIVER WILL FEED

THE CABLES INTO THE PIPE. IT IS ALSO RECOMMENDED TO INSTALL A

RUBBER PROTECTIVE 'BUSHING' AROUND THE TOP OF THE CONCRETE

HOLE TO PROTECT THE CABLES WHERE THEY EXIT THE 8" CORE HOLE.

18. ALL CABLE ROUTING SHALL BE SUBMITTED FOR GOVERNMENT

APPROVAL.

19. ROUTING OF INDIVIDUAL SENSOR /HYDROPHONE CABLES ALONG THE

LOCK WALL CHAMBER OR I-WALL, WHETHER EXPOSED OR RUN IN

PROTECTIVE CONDUIT, SHALL BE SECURED TO THE MIDDLE HAND RAIL

WHERE POSSIBLE, AND NOT SECURED TO THE TOP RAIL, AND SHALL USE

ALUMINUM ZIP TIES.

FLOOD CONDITION - USGS ACTIONS

WHEN RENTING TRAILER, MAKE SURE RENTAL COMPANY

OFFERS 24 HOUR REMOVAL SERVICE IN CASE OF A FLOOD.

POWER DOWN ALL EQUIPMENT INSIDE THE TRAILER.

SECURE/REMOVE ALL EQUIPMENT INSIDE TRAILER AS

REQUIRED.

TURN DISCONNECT SWITCH OFF THAT PROVIDE POWER TO THE

TRAILER.

UN-PLUG POWER FROM TRAILER AND SECURE WIRING TO THE

WALL OF TIN BUILDING.

DISCONNECT ALL HYDROPHONE WIRING AND SPEAKER WIRING

INSIDE THE TRAILER, COIL THE WIRING UP AND SECURE IT TO

THE CONCRETE WALL.

RENTAL COMPANY TO REMOVE THE TRAILER.

REMOVE ALL DECK BOXES ON LOWER RIVER WALL AND LOWER

LAND WALL.

SECURE WIRING TO LIGHT POLE.

BE Project No.

MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/1

8/2

0 9 :55

A M

USGS CONTRACT NO.:

140G0220F0140

GENERAL

ELECTRICAL

NOTES

E-001

NPT

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson ITEMS 15 AND 34. CABLE RUNS ADJUSTED TO BE RAN INSIDE OF CONDUIT WHERE POSSIBLE AND NOT ATTACHED TO HAND RAILS. THIS CHANGE WAS MADE TO ACCOMMODATE THE REMOVAL OF HAND RAILS

ITEM 19. CABLE RUNS ADJUSTED TO BE RAN INSIDE OF CONDUIT WHERE POSSIBLE AND NOT ATTACHED TO HAND RAILS. THIS CHANGE WAS MADE TO ACCOMMODATE THE REMOVAL OF HAND RAILS

SECTION B - B

E01

ERECTION NOTE:

AISC CODE OF STANDARD PRACTICE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SECTION 7: PAGE 16.3-57: PARAGRAPH 7.14

7.14 CORRECTION OF ERRORS

NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR

MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING, OR

CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF

DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING

MEANS, OR WHICH REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION,

ARE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE

ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE

ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF

CORRECTION TO BE USED BY OTHERS.

Location :

Detailer :

Checker:

Date :

Project :

Drawing No. :

Phase :

Date :

Client :

Project No :

W.O.# :SKV

KPR

KEOKUK, IA

JF Brennan

COE LOCK - 19

12/14/2020

12/14/2020

23849

E02

A

A ISSUED FOR APPROVALSKV12/14/2020

REVISION DATE REVISION DESCRIPTIONREV MARK BY

DETAIL 3

E01

DETAIL 2

E01

DETAIL 1

E01

SECTION F - F

E01

SECTION C - C

E01

SECTION G - G

E02

SECTION D - D

E01

SECTION A - A

E01

SECTION H - H

E02

SECTION J - J

E02

SECTION K - K

E02

SECTION L - L

E02

SECTION M - M

E02

SECTION N - N

E02

EM

BE

D M

EN

T

TY

P

CUT

C U

T

TY

P

OPENING

O

PE

N

IN

G

O.D

BAR2X134/

P102

PL12/ "X18

(HANGER TOP CLAMP)

HSS20X12X12/

CONCRETE LATERAL

34/ " PLATE

( 2 ) 1 14/ "Ø HOLES FOR

1 "Ø HIT RE-500 V3 EPOXY_ANC

TYP

P101

PL34/ "X18

(J-HANGER TOP)

HE0

HE0

2/

REF: A1/S-310 & E8/S-510

REF: A6/S-302 & E8/S-508

REF: A1/S-302 , E8/S-505 & A4/S-511

CLOUDED INFORMATIONS.

KINDLY CONFIRM ALL

APPROVER NOTE:-

REF: D1/S-302 & E8/S-507 REF: E8/S-503 & E8/S-504

REF: D6/S-302 & E8/S-509

REF: S-512

(TACK / FILLET)

KINDLY VERIFY WELD TYPE

APPROVER NOTE:-

12/ " BENT PLATE

4'-4

( 2 ) (1 38/ "x3 18/ ") SLOTS

FOR 1 14/ "Ø A325N BOLTS

TYP

HSS20X12X12/HSS20X12X12/

N E02

N E02

134/

312/1'-4558/

4/

4/

4 4

14/ " PLATE

HOLES IN HSS FOR 38/ " Ø BOLTS

DRILL & THREAD MATCHING

M100

TUBE9 58/ "X14/

(ADCP HOUSING)

M E02

M E02

934/ "Ø HOLE IN TUBE

12/ _HEAVY_HEX_NUT

WELDED TO TUBE (TYP)

PIPE3STD

(HOSE CLAMPS TO

SECURE HYDROPHONE)

P103

PL14/ "X11

(ACCESS COVER)

3916/ " Ø HOLES IN TUBEHSS20X12X12/

L E02

L E02

CONCRETE LATERAL

J E02

J E02

1" PLATE

12/ " COVER FASTENER FLANGE

58/ " END PLATE

B/W SPEAKER & METAL.

14/ " NEOPRENE SPACER

12/ "Ø TAPPING BOLTS (TYP)

P104

PL1"X21

(HDPE SPEAKER

HOUSING COVER)

118/

CONCRETE LATERAL

HSS20X12X12/

1_HEAVY_HEX_NUT

WELDED TO PLATE

PL38/ "X10

WELDED TO TUBE

HEAVY LIFT SWIVEL HOIST RING

CROSBY HR 1000 UNC

118/

1 78/ "Ø HOLE IN TUBE

1 58/ "Ø HOLE IN PLATE

12/ " PLATE

12/ " BENT PLATE

HSS20X12X12/

1' -4

1' -8

HSS20X12X12/

KE0

KE0

1" PLATE

118/

B/W SPEAKER & METAL.

14/ " NEOPRENE SPACER

P104

PL1"X21

(HDPE SPEAKER

HOUSING COVER)

12/ "Ø TAPPING BOLTS (TYP)

12/ " COVER FASTENER FLANGE

EPOXY TO STEEL TUBE

RUBBER FERRULES

34/ " I.D 78/ " O.D

ROUND TUBE

CONCRETE LATERAL J

E02

J E02

4/

HSS20X12X12/

12/ " PLATE (TYP)

CONCRETE LATERAL

34/ _HEAVY_HEX_NUT

(WELDED TO HSS TUBE)

G E02

G E02

118/

1'-614/

2' -8

1 4/

1'-058/558/

2/

412/

HSS20X12X12/

( 2 ) 1 34/ "Ø HOLES FOR

1 12/ "Ø A325N

( 2 ) 1 14/ "Ø HOLES FOR

1 "Ø HIT RE-500 V3 EPOXY_ANC

TYP

412/

1'-6 1'

-1

4/

1" PLATE

58/ " PLATE

HSS20X12X12/

58/ " PLATE

12/ " COVER FASTENER FLANGE

COVER PLATE

1" HDPE SPEAKER HOUSING

716/ "Ø

12/ "Ø TAPPING BOLTS (TYP)

EPOXY TO STEEL TUBE

RUBBER FERRULES

34/ " I.D 78/ " O.D

ROUND TUBE

B/W SPEAKER & METAL.

14/ " NEOPRENE SPACER

HSS20X12X12/

578/

1'-234/

3 4/

( 6 ) 58/ "Ø HOLES FOR

12/ "Ø A307 BOLTS

PIPE3STD

14/ " ACCESS COVER

(12/ "x2") SLOTS

EACH SIDE

1'-1

1'-4

714/ 714/

TUBE9 58/ "X14/

14/ " PLATE

958/

HSS20X12X12/

4/

2/

1' -2

12/ " BENT PLATE

1-14/ _HEAVY_HEX_NUT

WELDED TO TUBE (TYP)

1'-1014/

FLOW

FLOW

TEMPORARY

ERDC TRAILER

EXISTING

BOAT JIB

CRANE

TO REMAIN

4" CONDUIT TO BE

ROUTED ALONG THE

WALL.

STRAIN RELIEFS

(TYPICAL)

CONTROL STAND

NEW

8" CORE

DRILL

TIN BUILDING

P1F10

EXISTING

IN-GROUND

HANDHOLE

LLW SWITCHBOARD

& PLC RACK #1A

SEE

STRUCTURAL

DWG FOR

DETAIL.

SAW CUT SLAB &

PROVIDE METAL

PLATE COVER

OVER CABLES.

PROVIDE OPENING THRU PLATE

COVERING CABLES FOR CABLE

TO RISE UP ALONG STAIR WALL.

TO EXISTING LLW

SWITCHBOARD

& PLC RACK #1A

EXISTING

EMBEDDED

CONDUIT

EXISTING

IN-GROUND

HANDHOLE

NEMA-3R

WALL-MOUNTED

PULL BOX

EXISTING

EMBEDDED

(TYP)

LLW SWITCHBOARD

& PLC RACK #1A

END OF GALLERY

TIN BUILDING JOB

TRAILER

SEE ON LINE

DIAGRAM

EXISTING

BOAT JIB

CRANE

TO REMAIN

EXISTING

IN-GROUND

HANDHOLE

EXISTING

IN-GROUND

HANDHOLE

TO EXISTING LLW

SWITCHBOARD

& PLC RACK #1A

13 2 3

SHEET KEYNOTES

GENERAL SHEET NOTES

1. SEE SHEET E-001 POWER OPTION NOTES.

2. REFER TO TELEMETRY DRAWINGS FOR

ADDITIONAL POWER REQUIREMENTS.

1. DEMOLISH THE EXISTING LIGHTING PANEL AND THE EXISTING 10KVA 480V-120/240V 1-PHASE TRANSFORMER INCLUDING ALL ASSOCIATED CONDUIT AND WIRING FROM THE EXISTING DISCONNECT

SWITCH SERVING THE EXISTING TRANSFORMER. THE DISCONNECT SWITCH SHALL REMAIN.

2. REWIRE ALL OF THE FOUR EXISTING BRANCH CIRCUIT LOADS OF THE EXISTING "LTG PNL" INTENDED TO BE DEMOLISHED TO THE NEW PANELBOARD "A" (REFER TO KEYNOTE #3 BELOW). INTERCEPT AND EXTEND CONDUIT AND WIRING AS REQUIRED. PROVIDE NEW CIRCUIT BREAKERS AT THE NEW PANELBOARD "A" TO

MATCH THE RATING OF THE EXISTING CIRCUIT BREAKERS IN THE EXISTING "LTG PNL".

3. INSTALL NEW SURFACE MOUNTED 150A/2P, 20-1P BRANCH PANELBOARD. COORDINATE WITH USGS FOR THE EXACT LOCATION OF THE PANELBOARD IN CONSIDERATION OF WATER ELEVATION IN THE EVENT WATER RISES IN THE AREA. THIS PANELBOARD SHALL FEED THE LOADS AT THE JOB TRAILER AND

EXISTING LOADS OF THE EXISTING "LTG PNL" INTENDED TO BE DEMOLISHED.

4. INSTALL 125A/2P, 250V NON-FUSIBLE, NEMA-3R DISCONNECT SWITCH AS HIGH IN ELEVATION AS IS PRACTICAL TO KEEP IT OUT OF THE FLOOD PLAIN. THE DISCONNECT SWITCH SHALL BE INSTALLED WITH THE OPERATING HANDLE OF THE DISCONNECT SWITCH NOT TO EXCEED 6'-7" ABOVE THE FLOOR OR

WORKING PLATFORM.

5. PROVIDE MEANS FOR SPEAKER /SENSOR CABLES TO RUN OVERHEAD FROM LOCKWALL SURFACE MOUNT

CONDUIT TO ERDC TRAILER.

6. PROVIDE TWO (2) 4"PVC TO ROUTE THE SPEAKER CABLE ALONG THE LOCKWALL SURFACE TO THE ERDC

JOB TRAILER. ROUTING OF SPEAKER CABLE PROTECTION RACEWAY MUST BE APPROVED BY

GOVERNMENT. ROUTING SHALL PROVIDE PULLING-FITTING OR JUNCTION BOX MEANS AS NECESSARY TO

MEET NEC BEND RADIUS REQUIREMENTS.

7. PROVIDE STRAIN RELIEFS FOR SPEAKER CABLES FROM CORE DRILL HOLE. EACH STRAIN RELIEFS SHALL SUPPORT NO MORE THAN FIVE (5) CABLES. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. NOTE THAT HAND-RAIL MAY NEED TO BE REMOVED DURING DRILLING, AND RE-INSTALLED BACK IN PLACE.

8. EXISTING EMBEDDED CONDUIT FEEDING THE STORAGE SHED AND JIB CRANE. NO WORK REQUIRED, OTHER THAN TO LOCATE CONDUITS AND AVOID DAMAGE TO THEM.

9. LOCATION OF LOWER LANDWALL 480V 3-PHASE SWITCHGEAR WHERE THE STORAGE SHED IS FED FROM.

PROVIDE LOCK-OUT TAG-OUT PROCEDURES WHEN PERFORMING POWER WORK IN THE STORAGE SHED.

10. PROVIDE #1-3C AWG + 1#6 GRD CONNECTED ON THE LOADS SIDE OF THE NEMA-3R DISCONNECT SWITCH AND WITH 125A, 2P3W PLUG AT THE OTHER END OF THE CABLE. PROVIDE 125A/2P3W RECEPTACLE TO MATCH THE 125A, 2P3W PLUG AT THE JOB TRAILER. THE 125A PLUG AND RECEPTACLE OUTLET SHALL BE SIMILAR TO LEVITON'S EN/IEC 60309 IP66/67 WATERTIGHT PLUG AND SURFACE MOUNTING SOCKET OUTLET

OR EATON'S 125A IEC 309 PIN & SLEEVE DEVICES "AH" SERIES PLUG AND RECEPTACLE.

POWER TO THE JOB TRAILER CAN BE EASILY DISCONNECTED FROM THE TIN BUILDING BY SIMPLY UNPLUGGING IT FROM THE 125A RECEPTACLE OUTLET OR SOCKET AND THE #1-3C CONDUCTORS CAN BE ROLLED AND SECURED. ALL OF THESE SHALL BE DONE WITHOUT THE NEED OF AN ELECTRICIAN EVERY

TIME THE JOB TRAILER NEEDS TO BE MOVED.

11. UTILIZE EXISTING 100A DISCONNECT SWITCH TO SERVE THE 37.5KVA, SINGLE PHASE, 240X480 - 120/240V

WALL-MOUNTED TRANSFORMER. PROVIDE WALL SUPPORT OR BRACKET FOR THE TRANSFORMER AS

REQUIRED. COORDINATE WITH USGS FOR THE EXACT LOCATION OF THE TRANSFORMER IN

CONSIDERATION OF WATER ELEVATION IN THE EVENT WATER RISES IN THE AREA.

12. THE JOB TRAILER SHALL BE EQUIPPED WITH A 125A/2P3W, 120/240V PANELBOARD "B" (DESIGN IS BASED ON MOBILE OFFICE INC, CONTACT PERSON: JORGE SKRYPAK - 708 636 5400) . THIS PANELBOARD SHALL FEED THE HVAC SYSTEM OF TRAILER, LIGHTINGS, REQUIRED RECEPTACLE OUTLETS. PROVIDE AT LEAST SIX (6) ADDITIONAL DEDICATED QUAD RECEPTACLE OUTLETS TO BE LOCATED AS PER USGS DIRECTION. THE JOB TRAILER SHALL BE CUSTOMIZED TO LOCATE ALL REQUIRED WIRING DEVICES. REFER TO PANEL SCHEDULE ON SHEET T-103. COORDINATE WORK WITH THE PROJECT MANAGER AND WITH USGS AS REQUIRED.

13. PROVIDE KWHR METER OR SUBMETERING TO MEASURE POWER CONSUMPTION OF THE JOB TRAILER.

COORDINATE WORK WITH THE PROJECT MANAGER AND WITH USGS AS REQUIRED.

BE Project No.

MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/2

0/2

0 1 1:3

2 A M

USGS CONTRACT NO.:

140G0220F0140

LOWER LANDWALL

POWER PLAN

E-101

NPT

3 PLAN - LOWER LANDWALL

0 4'SCALE : 1/8" = 1'-0" 8' 16'

2 ELEVATION - LOWER LANDWALL

0 4'SCALE : 1/8" = 1'-0" 8' 16'

TO ULW - SB

CABLE ROOM FLOOR

ELEV. 515.00

LOCK FLOOR

ELEV. 470.50

GALLERY FLOOR

ELEV. 496.75

BOTTOM LOCK

WALL ELEV.

456.50

GALLERY TOP

ELEV. 504.75

TOP OF LOCK WALL

ELEV. 525.75

1 ONE LINE DIAGRAM

NOT TO SCALE

AutoCAD SHX Text 48L

AutoCAD SHX Text 49L

AutoCAD SHX Text 50L

AutoCAD SHX Text 1.5

AutoCAD SHX Text 452.50

AutoCAD SHX Text 447.50

AutoCAD SHX Text 450.50

AutoCAD SHX Text 467.00

AutoCAD SHX Text

472.00 TOP CULVERT

AutoCAD SHX Text

457.50 BOT CULVERT

AutoCAD SHX Text

496.75 BOT GALLERY

AutoCAD SHX Text

504.74 TOP GALLERY

AutoCAD SHX Text 1.5

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

10KVA

AutoCAD SHX Text

LTG PNL

AutoCAD SHX Text

37.5KVA

AutoCAD SHX Text

PNL "A"

AutoCAD SHX Text

USGS JOB TRAILER

AutoCAD SHX Text

TIN BUILDING

AutoCAD SHX Text 2#4 - 1 "C14"C

AutoCAD SHX Text

WALL-MOUNTED TRANSFORMER 37.5KVA, SINGLE PHASE, 240X480 - 120/240V

AutoCAD SHX Text

3#1AWG + 1#6 GRD - 1 "C12"C

AutoCAD SHX Text

EXISTING FEEDER FROM THE EXISTING SWITCHBOARD

AutoCAD SHX Text

3# AWG + 1#6 GRD 10AWG + 1#6 GRD - 1 "C12"C

AutoCAD SHX Text

PNL "B"

AutoCAD SHX Text

125A/2P, 250V, NON-FUSIBLE NEMA-3R DISCONNECT SWITCH

AutoCAD SHX Text

125A/2P3W, 120/240V, 30-1P BRANCHES PANELBOARD

AutoCAD SHX Text M

0'-6"

0'-5"

ELECTRICAL WIRING

LOCATION

0'-5"

0'-11 2"

BE Project No.

MISSISSIPPI RIVER BASIN

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

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8/6

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1:

P M

USGS CONTRACT NO.:

140G0220F0140

ELEVATION

CORE

DRILL

PLACEMENT

E-201

NPT

1 ELEVATION - CORE DRILL PLACEMENT

0 4'SCALE : 1/8" = 1'-0" 8' 16'

2 ENLARGED SECTION

SCALE : 3" = 1'-0"

3 ISOMETRIC VIEW

NOT TO SCALE

TRANSDUCER, TESTED IN

SHOP AND ONSITE PRIOR TO

INSTALLATION INTO WATER.

WATERTIGHT CONNECTION WITH

SEACON BULKHEAD CONNECTOR

CABLE

8" VERTICAL CORE HOLE TO

INTERCEPT 16" HORIZONTAL

CORE DRILL TO RUN CABLES

FROM TRANSDUCERS AND

HYDROPHONES.

SHEET KEYNOTES

1. CONTRACTOR SHALL LOCATE VERTICAL CORE/DRILL HOLE

POSITION TO INTERSECT CENTER OF 16-INCH HORIZONTAL

CORE/DRILL HOLE. 16-INCH HORIZONTAL CORE/DRILL HOLE

SHALL BE POSITIONED ON THE CENTER OF THE ACOUSTIC

BARRIER MAIN SUPPORT BEAM OPENING.

2. MAKE SURE TO AVOID EXISTING STORM SEWER.

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/6

/20

1:

P M

USGS CONTRACT NO.:

140G0220F0140

SECTION

CORE

DRILL

E-301

NPT

AutoCAD SHX Text

SPEAKER/HYDROPHONE HOUSING

AutoCAD SHX Text

HYDROPHONE, SPEAKER CABLES (REFER TO SHEET E-201 FOR MORE INFORMATION)

AutoCAD SHX Text

TO OTHER SPEAKERS OR HYDROPHONES.

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/6

/20

1:

P M

USGS CONTRACT NO.:

140G0220F0140

SECTION

CORE

DRILL

E-301

NPT

AutoCAD SHX Text

SPEAKER/HYDROPHONE HOUSING

AutoCAD SHX Text

HYDROPHONE, SPEAKER CABLES (REFER TO SHEET E-201 FOR MORE INFORMATION)

AutoCAD SHX Text

TO OTHER SPEAKERS OR HYDROPHONES.

weaton Cloud+ weaton

Provided by Brown Electric and installed by Brennan.

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/5

/20

3:

P M

USGS CONTRACT NO.:

140G0220F0140

STRUCTURAL

GENERAL NOTES

S-001

RSJ

HSS SHAPES ASTM A500... Fy = 46 KSI

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/1

8/2

0 8 :32

A M

USGS CONTRACT NO.:

140G0220F0140

PLAN

LOWER LOCK

EMPTYING SYSTEM

S-101

RSJ

BULKHEAD SLOT

HYDROPHONE LOCATION

AT BASE OF WALL,

SEE SHEET S-902

SECTION AT CORE HOLEA NO SCALE

VERTICAL SUPPORT OF CABLES IN CORE HOLE TO BE PROVIDED BY PULLING CABLES

SECURED TO EYE BOLTS BY EXISTING RAILING

SEE SHEET S-905

FOR CONDUIT

PROVIDE (3) 12" EYE BOLT

ANCHORS FOR

SECURING CABLES

CORE HOLE

LO

CK

W

AL

L F

AC

E

2"

TR

EN

CH

1 2" P

LA

TE

8" 1' - 6"

VERIFY

3"1" ±

R = 2"

2" DIAMOND PLATE COVER

OVER 2" x 6" CONDUIT TRENCH

AT LADDER WELL. SEE SHEET S-905

SEE SHEET S-905 FOR

BOTTOM LAID HYDROPHONE

CABLE DETAILS

STAIRS

WAL

L

2" DIAMOND PLATE

COVER OVER CONDUIT

TRENCH

2" x 6" TRENCH IN

CONCRETE FOR

CABLES, PROVIDE 45°

CORNERS

CORE HOLE

COVERED BY

DIAMOND PLATE

A S-

A S-

1' - 0" LAP

PAST STAIRS

HYDROPHONE

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/1

8/2

0 8 :32

A M

USGS CONTRACT NO.:

140G0220F0140

PLAN

LOWER LOCK

EMPTYING SYSTEM

S-101

RSJ

BULKHEAD SLOT

HYDROPHONE LOCATION

AT BASE OF WALL,

SEE SHEET S-902

SECTION AT CORE HOLEA NO SCALE

VERTICAL SUPPORT OF CABLES IN CORE HOLE TO BE PROVIDED BY PULLING CABLES

SECURED TO EYE BOLTS BY EXISTING RAILING

SEE SHEET S-905

FOR CONDUIT

PROVIDE (3) 12" EYE BOLT

ANCHORS FOR

SECURING CABLES

CORE HOLE

LO

CK

W

AL

L F

AC

E

2"

TR

EN

CH

1 2" P

LA

TE

8" 1' - 6"

VERIFY

3"1" ±

R = 2"

2" DIAMOND PLATE COVER

OVER 2" x 6" CONDUIT TRENCH

AT LADDER WELL. SEE SHEET S-905

SEE SHEET S-905 FOR

BOTTOM LAID HYDROPHONE

CABLE DETAILS

STAIRS

WAL

L

2" DIAMOND PLATE

COVER OVER CONDUIT

TRENCH

2" x 6" TRENCH IN

CONCRETE FOR

CABLES, PROVIDE 45°

CORNERS

CORE HOLE

COVERED BY

DIAMOND PLATE

A S-

A S-

1' - 0" LAP

PAST STAIRS

HYDROPHONE

weaton Dimension 17.5" weaton Line

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/6

/20

7:

P M

USGS CONTRACT NO.:

140G0220F0140

SECTION

LANDSIDE LOWER

GUIDEWALL

S-301

RSJ

LIGHT

34' LONG, 8" DIA. CORE HOLE

IN CONCRETE LOCK WALL

HYDROPHONE

CONDUIT

BOTTOM LAID HYDROPHONE

CABLES RUN UP THIS LADDER WELL

SEE SHEET S-905

FOR CONDUIT

1' - 6" 2"

SAWCUT

EXTEND 12" PAST END OF STAIRS

SAW CUT CONDUIT TRENCH WITH

2" COVER PLATE

(3) 12" EYE BOLTS

ANCHORED IN TOP

OF CONCRETE

3" FROM GUARDRAIL

STAIRS

NOTE: 2" X 6" TRENCHES TO HAVE 45° CORNERS AND DIAMOND PLATE COVERS TO BE CUT (BEVELED) TO FIT AT CORNERS AND FASTENED WITH STAINLESS STEEL FASTENERS PER DETAIL A, S-905.

Chris Donaldson

Chris Donaldson

Chris Donaldson

DELETE SECTION OF TRENCH

Chris Donaldson Polygon

Chris Donaldson

ADD SECTION OF TRENCH

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/5

/20

3:

P M

USGS CONTRACT NO.:

140G0220F0140

SECTIONS

S-302

RSJ

WIRING ACCESS COVER AT END

SEE SHT. S-507

CENTER SPLICE

SEE SHT. S-509

ADCP HOUSING

SEE SHT. S-508

SPEAKER HOUSING

SEE SHT. S-505 & S-506

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/5

/20

3:

P M

USGS CONTRACT NO.:

140G0220F0140

SECTIONS

PICK POINT

CONNECTION

S-310

LIFTING RINGS

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/5

/20

3:

P M

USGS CONTRACT NO.:

140G0220F0140

DETAILS

S-501

RSJ

END OF WELDMENT, LANDSLIDE

8" DIA. CORE HOLE FROM TOP

8" DIA. CORE HOLE FROM TOP

NOTE 1

16" DIA. CORE HOLE WELDMENT

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/5

/20

3:

P M

USGS CONTRACT NO.:

140G0220F0140

DETAILS

S-501

RSJ

END OF WELDMENT, LANDSLIDE

8" DIA. CORE HOLE FROM TOP

8" DIA. CORE HOLE FROM TOP

NOTE 1

16" DIA. CORE HOLE WELDMENT

weaton Dimension 32" weaton Dimension 21.5" weaton Line weaton Callout Red Head A7+ Epoxy

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

Pr int

D ate

/T im e:

8/1

8/2

0 8 :27

A M

USGS CONTRACT NO.:

140G0220F0140

DETAILS

S-502

RSJ

3" DIA. PIPE WITH SLOTS

FOR HOSE CLAMPS TO

SECURE HYDROPHONE,

SEE SHEET S-512 SECTION A

6' - 6"

Chris Donaldson PICK POINT EYE BOLTS REMOVED AND REPLACED WITH CUSTOM HEX HEAD BOLT. EYE BOLTS TO BE RETAINED BY USGS FOR DECOMMISSION

MARINE GREASE ADDED TO BOLTS FOR CORROSION RESISTANCE

CONDUIT WAS SECURED THROUGH ONLY ONE SIDE AND REQUIRED THE ADDITION OF TWO BOLTS FOR STRUCTURAL STRENGTH. ADDITIONAL BOLTS WERE ADDED AT EACH SPLICE POINT ON THE TUBE

Chris Donaldson 3/4 INCH BY 3 INCH PLATE ADDED AT FOUR POINTS FOR STRUCTURAL STRENGTH. THIS WAS PERFORMED ON THE RIVER SIDE ONLY

Chris Donaldson Pencil

Chris Donaldson UPON INSPECTION HOLE WAS THROUGH BOTH SIDES. HOLE COVERED UTILIZING A PLATE AND BOLTS

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Chris Donaldson

Pencil

LOCK & DAM 19 - KEOKUK

GLRIAC ACOUSTIC STUDY

525 N WATER STREET

KEOKUK, IA 52632

17025-19-04License Renewal Date:

Drawn By:

Drawing No.

Drawing Title

Structural Engineer t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

08-07-2020 FINAL DESIGN

Issue Date Title

PROPERTY OF THE UNITED STATES GOVERMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice.

Properly destroy documents when no longer needed.

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI…