W912ES23R0007 Plans LD5 RGM.pdf

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MINNESOTA CITY, MN

LOCK AND DAM NO. 5

MISSISSIPPI RIVER

LOCK 5 ROUTINE GATE MAINTENANCE

W912ES23R0007

05 JULY 2023

ST. PAUL DISTRICT

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®of Engineers

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF DIVISIONENGR & CONST

EC-D

CHIEF

CHIEF BRANCH

BRANCH

CHIEF BRANCH

EC-H

EC-G

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 ST. PAUL

TECHNICAL LEAD

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WINONA COUNTY

MINNESOTA CITY

BUFFALO COUNTY

BUFFALO CITY

MINNESOTA

WISCONSIN

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LEGEND

RIVERS & LAKES

LOCK AND DAM

NATIONAL BOUNDARIES

DISTRICT BOUNDARIES

STATE BOUNDARIES

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

MINOT

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RU

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GRAND

CITY

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BRAINERD

BEMIDJI

MINNEAPOLIS

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MANKATO

ST. PAUL

EAU CLAIRE

ROCHESTER

MADISON

PORTAGE

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MICHIGAN

LAKE

DEVIL'S

CLOUD

ST.

C A N A D A

LOCATION

PROJECT

S

HEYENNE R

C1

SCALE: 1" = 500'

EXISTING FEATURES MAP

LOCK AND DAM 5

N

0 500' 1000'

N

0 2000' 4000'G14

SCALE: 1" = 2000'

VICINITY MAP

USACE CHART 30 AND 31

N

A13

SCALE: N.T.S.

LOCATION MAP

MVP DISTRICT

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.9

LD5RGM_S-103ROLLER GATES END SHIELDS - SHEET 3 OF 3S-103

LD5RGM_S-102ROLLER GATES END SHIELDS - SHEET 2 OF 3S-102

LD5RGM_S-101ROLLER GATES END SHIELDS - SHEET 1 OF 3S-101

LD5RGM_CS102STAGING AREA NORTHCS102

LD5RGM_CS101STAGING AREA SOUTHCS101

LD5RGM_G-101GENERAL SITE PLANG-101

LD5RGM_G-003GENERAL NOTES, LEGEND, DRAWING INDEX AND ABBREVIATIONSG-003

LD5RGM_G-002EXISTING FEATURES MAP, VICINITY MAP AND LOCATION MAPG-002

LD5RGM_G-001COVER SHEETG-001

PRODUCT I.D.DESCRIPTIONSHEET REF.

CONSTRUCTION DRAWING INDEX

DESCRIPTIONDRAWING NO.DESCRIPTIONDRAWING NO.

REFERENCE DRAWING INDEX

SERVICE BRIDGE - PIER NO. 35 ABUTMENT HANDRAILINGM-L5-40/056

SERVICE BRIDGE - STORAGE YARD HANDRAILING M-L5-40/053

SERVICE BRIDGE - ROLLER GATE HANDRAILINGM-L5-40/052

SERVICE BRIDGE - PIER NO. 1 PLATFORMM-L5-40/051

SERVICE BRIDGE - PIER NO. 1 HANDRAILM-L5-40/050

SERVICE BRIDGE - HANDRAIL TYPICAL DETAILSM-L5-40/049

GENERAL PLAN OF STORAGE YARDM -L5-40/31-FS

LOCATION OF FIXED METAL FOR ROLLER GATE TRACKSM -L5-40/30-FS

DETAILS OF PLATES, LADDER RUNGS, & MISCELLANDOUES METAL PARTSM -L5-40/26-FS

PIERS NO. 2-6 - RECESS FOR FIXED METAL PARTSM -L5-40/11-FS

PIERS NO. 2-6 - MASONRY DETAILSM -L5-40/9-FS

ROLLER GATE - MASONRY DETAILSM -L5-40/7-FS

ROLLER GATE - SECTION AND ELEVATION AT PIERM -L5-40/2-FS

DAM GENERAL PLANM-L5-40/1-FS

ROLLER GATE - DESIGN DATAM-L5-40/A-FS

POIREE DAM TRESTLEM-L5-30/1-FS

ROLLER GATE WALKWAY AND LADDERSM-L4-47/18-FS

ROLLER GATE LONGITUDINAL RIBSM-L4-47/17-FS

ROLLER GATE APRON PLATINGM-L4-47/16-FS

ROLLER GATE END DRUM PLATING - NON-DRIVEN ENDM-L4-47/15-FS

ROLLER GATE END DRUM PLATING - DRIVEN ENDM-L4-47/14-FS

ROLLER GATE CENTER DRUM PLATING (2)M-L4-47/13-FS

ROLLER GATE CENTER DRUM PLATINGM-L4-47/12-FS

ROLLER GATE BAFFLES AND FRAMINGM-L4-47/11-FS

ROLLER GATE END DISC - NON-DRIVEN ENDM-L4-47/10-FS

ROLLER GATE END DISC - DRIVEN ENDM-L4-47/9-FS

ROLLER GATE BRACING - DRIVEN ENDM-L4-47/8-FS

ROLLER GATE LOAD DISC - NON-DRIVEN ENDM-L4-47/7-FS

ROLLER GATE LOAD DISC - DRIVEN ENDM-L4-47/6-FS

ROLLER GATE DRUM AND APRON BRACINGM-L4-47/3-FS

LOCK AND DAM 5 HYDROLOGIC INFORMATIONR-001 − R-009

ROLLER GATE END SHIELD - RUBBER SEAL DETAILSSD-D5-130

ROLLER GATE END SHIELD - DETAILS AND SECTIONSSD-D5-128

ROLLER GATE END SHIELDSD-D5-127

EMERGENCY BULKHEAD - ROLLER GATES - ROLLER & SEAL DETAILSM-L5-58/2-FS

EMERGENCY BULKHEAD - ROLLER GATES - PLAN & ELEVATIONM-L5-58/1-FS

ROLLER GATE - ELECTRICAL HEATERM-L5-56/035

STORAGE YARD - ELECTRICAL PLANM-L5-56/034

SERVICE BRIDGE - ROLLER GATE ELECTRICALM-L5-56/033

ROLLER GATE - ELECTRICAL PLANM-L5-56/032

SERVICE BRIDGE - STORAGE YARD ELECTRICALM-L5-56/13-FS

SERVICE BRIDGE - ELECTRICAL SYSTEM ROLLER GATE SPANSM-L5-56/11-FS

SERVICE BRIDGE - CONDUITSM-L5-56/2-FS

SERVICE BRIDGE - EXTENSION BENTS NO. 4 & 5M-L5-53/18-FS

SERVICE BRIDGE - EXTENSION BENTS NO. 3 AND 6 TO 9M-L5-53/17-FS

SERVICE BRIDGE - EXTENSION BENTS NO. 1 & 2M-L5-53/16-FS

SERVICE BRIDGE - GRIDERS SPANS 2 & 3M-L5-53/15-FS

SERVICE BRIDGE - EXTENSION LAYOUTM-L5-53/10-FS

SERVICE BRIDGE - STAIRWAY AT ABUTMENTM-L5-53/9-FS

SERVICE BRIDGE - CORBEL BEAMS AT ABUTMENTM-L5-53/8-FS

SERVICE BRIDGE - CHAIN BIN DETAILSM-L5-53/7-FS

SERVICE BRIDGE - PLATFORM AT OPERATING HOUSEM-L5-53/4-FS

SERVICE BRIDGE - PLATFORM AT PIER NO. 1M-L5-53/3-FS

SERVICE BRIDGE - SPANS OVER ROLLER GATESM-L5-53/2-FS

ROLLER GATE - DESIGN DATAM-L5-47/5-FS

ROLLER GATE - LOAD ANALYSISM-L5-47/4-FS

ROLLER GATE - OPERATING MACHINERY - AUXILIARY POSITION INDICATORM-L5-47/3-FS

ROLLER GATE - ASSEMBLY OF OPERATING MACHINERYM-L5-47/2-FS

ROLLER GATE - GENERAL ARRANGEMENTM-L5-47/1-FS

EXIST

MAX

MIN

SST

TYPEXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

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W

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HT HEIGHT

NTS NOT TO SCALE

NF

GENERAL ABBREVIATIONS

OTHERWISE

UNLESS NOTED

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

GENERAL VIEW SYMBOLS

D1

SCALE:

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

D1

SCALE:1" =XXX'

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

TITLE

SECTION/DETAIL

NTS

N

0 1' 2'

TOP

FRONT SIDE

ELEVATION SECTION A-A

DrawingIdentifier

SheetName

DrawingIdentifier

SheetName

DrawingIdentifier

SheetName SECTION CUT

DETAIL SYMBOL

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NOTE: REFERENCE DRAWINGS ARE REDUCED OR ENLARGED TO FIT THE SIZE FORMAT OF THIS PLAN SET AND ARE NOT TO SCALE.

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A1

SCALE: 1" = 100'

GENERAL SITE PLAN

12 TOTAL ROLLER GATE END SHIELDS

S-101 AND S-102

AUXILIARY LOCK CHAMBER

MAIN LOCK CHAMBER

MISSISSIPPI RIVER

FLOW

STRONG BACKS

BULKHEADS AND POIREE

STORAGE YARD INCLUDING

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0 100' 200'

N

DRAWINGS FOR DIMENSIONS.

CONCRETE SILL DOWNSTREAM OF THE ROLLER GATE BAYS AND TAINTER GATE BAYS. SEE REFERENCE

CONTRACTOR MAY NOT USE SPUDS TO POSITION BARGES OR OTHER FLOATING PLANT OVER THE 2.

FEET DOWNSTREAM OF THE DAM.

RESTRICTED AREA IS DELINEATED BY BUOYS AND EXTENDS 600 FEET UPSTREAM OF THE DAM AND 150

EQUIPMENT WITHIN THE RESTRICTED AREA UPSTREAM OR DOWNSTREAM OF THE DAM. THE

CONTRACTOR SHALL COORDINATE WITH THE LOCKMASTER PRIOR TO MOVING ANY PERSONNEL OR 1.

GENERAL SHEET NOTES

SCOPE OF WORK (SEE SPECIFICATIONS FOR DETAILS)

SANDBLAST AND PAINT STORAGE YARD BRIDGE SPANS9.

SANDBLAST AND PAINT ROLLER GATE BAY BRIDGE SPANS8.

OPTIONAL WORK ITEMS

SANDBLAST, PAINT, AND REPLACE SEALS ON ROLLER GATE BULKHEAD AFTER USE7.

DISPOSE OF POIREE STRINGERS6.

DISPOSE OF POIREE STRONG BACK FRAMES5.

REPLACE ROLLER GATE SEALS4.

CLEAN, SANDBLAST, INSPECT, PAINT, & REPAIR ROLLER GATES3.

REPLACE ROLLER GATE END SHIELDS2.

REPAIR ROLLER GATE BULKHEADS PRIOR TO USE1.

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WINONA COUNTY

MINNESOTA CITY

MINNESOTA

HIGHWAY 61 FRONTAGE ROAD

CONTRACTER ACCESS VIA

LOADING DOCK STAGING AREA

LOCATION

DOCK ACCESS

CONTRACTOR

WORK LIMITS

ALONG PIER EDGE

PUBLIC ACCESS

3,199,213.87 E

757,998.73 N

3,199,237.26 E

758,037.56 N

3,199,227.54 E

758,146.03 N

3,199,379.23 E

758,054.67 N

3,199,411.19 E

757,997.21 N

3,199,521.26 E

757,930.92 N

3,199,461.59 E

757,831.84 N

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

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US Army Corps

U .S

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A1

SCALE: 1" = 30'

STAGING AREA SOUTH

AREA LIMITS AND POINTS

N

0 30' 60'

GENERAL SHEET NOTES

AREA. PUBLIC ACCESS TO PARKING AND PIER SHALL BE MAINTAINED.

MATERIALS OR EQUIPMENT SHALL BE STORED OUTSIDE OF DEFINED STAGING

ARE FOR CONTRACTOR INGRESS AND EGRESS ONLY. NO VEHICLES,

WORK LIMITS SHOWN ON THIS SHEET OUTSIDE OF DEFINED STAGING AREA 4.

ALL AREAS USED SHALL BE RESTORED TO PRE-PROJECT CONDITION.3.

NO TREES SHALL BE REMOVED WITHIN WORK LIMITS OR STAGING AREA.2.

CONTRACTING OFFICER AND LOCK AND DAM 5 STAFF.

CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH 1.

S I

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.9

STAGING AREA NORTH

BUFFALO COUNTY

BUFFALO CITY

WISCONSIN

S R

IV

E R R

D

SEE SPECIFICATIONS FOR DETAILS

S RIVER RD (6.7 MILES TO HIGHWAY 35)

CONTRACTER ACCESS VIA

WORK LIMITS

3,199,638.82 E

760,482.81 N

3,199,729.72 E

760,567.80 N

3,199,838.22 E

760,501.44 N

3,199,789.27 E

760,421.42 N

3,199,704.04 E

760,413.04 N

3,199,734.15 E

760,455.13 N

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

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A1

SCALE: 1" = 30'

STAGING AREA NORTH

AREA LIMITS AND POINTS

N

0 30' 60'

GENERAL SHEET NOTES

STAGING AREA.

MATERIALS OR EQUIPMENT SHALL BE STORED OUTSIDE OF DEFINED

ARE FOR CONTRACTOR INGRESS AND EGRESS ONLY. NO VEHICLES,

WORK LIMITS SHOWN ON THIS SHEET OUTSIDE OF DEFINED STAGING AREA 3.

ALL AREAS USED SHALL BE RESTORED TO PRE-PROJECT CONDITION.2.

CONTRACTING OFFICER AND LOCK AND DAM 5 STAFF.

CONTRACTOR TO COORDINATE USAGE OF ALL STAGING AREAS WITH 1.

" OVERALL LENGTH OF EXISTING DRUM2

68'-10

" END SHIELD L.H.16

4'-2" "2

5'-6" END SHIELD R.H.16

'-6

R "8

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R

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1'-9

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A1

SCALE: 1" = 1'-6"

END SHIELDS FOR 14'-11.75" INS. DIA. ROLLER GATE

3/4" X 1-3/4" LG. HEX. HD. TAP BOLT2566

CONTRACTING OFFICER.

PATTERNS, FOR APPROVAL BY

DRAWINGS, INCLUDING BOLT HOLE

CONTRACTOR SHALL SUBMIT SHOP

MULTIPLE MEMBERS WHERE POSSIBLE.

HAS POSITIONED BOLT HOLES TO MATE

LENGTH OF BOLTS NEEDED. DESIGN

CONTRACTOR TO VERIFY NUMBER AND

F3125

SS-ASTM3/4" BOLT740

MAKE FROM WASTE PLATE3/8" X 2-1/2" X 4' 2" LG. FILLER PIECE155

MAKE FROM WASTE PLATE3/8" X 2-1/2" X 3' 6-1/2" LG. FILLER PIECE254

MAKE FROM WASTE PLATE3/8" X 2-1/2" X 2' 10" LG. FILLER PIECE153

MAKE FROM 26' 6" LG. ANGLE3/8" X 3" X 2-1/2" X 6-1/4" LG. ANGLE IRON152

MAKE FROM 28' 0" LG. ANGLE3/8" X 3" X 3" X 9-1/2" LG. ANGLE IRON151

MAKE FROM 28' 0" LG. ANGLE3/8" X 3" X 3" X 10" LG. ANGLE IRON150

MAKE FROM 30' 0" LG. ANGLE3/8" X 5" X 3" X 7" LG. ANGLE IRON149

MAKE FROM 45' 2" LG. ANGLE3/8" X 4" X 4" X ABT. 13' 8" LG. ANGLE IRON148

MAKE FROM 30' 6" LG. ANGLE3/8" X 4" X 4" X 7' 8" LG. ANGLE IRON147

MAKE FROM 32' 8" LG. ANGLE3/8" X 4" X 4" X 8' 3" LG. ANGLE IRON146

MAKE FROM 31' 6" LG. ANGLE3/8" X 3" X 3" X ABT. 4' 0" LG. ANGLE IRON145

MAKE FROM 31' 6" LG. ANGLE3/8" X 3" X 3" X ABT. 27' 6" LG. ANGLE IRON144

MAKE FROM 28' 0" LG. ANGLE3/8" X 3" X 3" X ABT. 11' 0" LG. ANGLE IRON143

MAKE FROM 25' 10" LG. ANGLE3/8" X 3" X 3" X 6' 7" LG. ANGLE IRON142

MAKE FROM 18' 10" LG. ANGLE3/8" X 3" X 3" X 4' 10" LG. ANGLE IRON141

MAKE FROM 19' 2" LG. ANGLE3/8" X 3" X 3" X 3' 2" LG. ANGLE IRON140

MAKE FROM 21' 3" LG. ANGLE3/8" X 3" X 3" X 3' 7" LG. ANGLE IRON139

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 26-1/4" LG. ANGLE IRON138

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 16-3/4" LG. ANGLE IRON137

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 12" LG. ANGLE IRON136

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 13" LG. ANGLE IRON235

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 23" LG. ANGLE IRON134

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 3' 2" LG. ANGLE IRON133

MAKE FROM 32' 3" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 5' 6" LG. ANGLE IRON132

MAKE FROM 32' 3" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 5' 5" LG. ANGLE IRON131

MAKE FROM 32' 3" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 4' 9" LG. ANGLE IRON430

MAKE FROM 32' 3" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 4' 1-1/2" LG. ANGLE IRON129

MAKE FROM 32' 3" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 4' 0-1/2" LG. ANGLE IRON128

MAKE FROM 36' 6" LG. ANGLE3/8" X 2-1/2" X 2-1/2" X 3' 9" LG. ANGLE IRON127

MAKE FROM 26' 6" LG. ANGLE3/8" X 2-1/2" X 3" X 19' 3-1/2" LG. ANGLE IRON126

MAKE FROM 26' 6" LG. ANGLE3/8" X 2-1/2" X 3" X 6' 3-5/16" LG. ANGLE IRON125

MAKE FROM WASTE PLATE3/8" X 3" X 7-1/4" LG. FILLER PLATE424

MAKE FROM 20-1/2" X 66" LG. PLATE3/8" X 10-11/16" X 19-5/8" LG. BRACKET423

MAKE FROM 20-1/2" X 66" LG. PLATE3/8" X 10-11/32" X 20" LG. BRACKET422

MAKE FROM 33" X 66" PLATE3/8" X 12" X 13-1/2" LG. GUSSET PLATE121

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 12" LG. SOLE PLATE120

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 177" LG. SOLE PLATE119

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 150" LG. SOLE PLATE118

MAKE FROM 36' 0" LG. PLATE1" X 9" X ABT. 85" LG. SOLE PLATE117

MAKE FROM 33" X 66" PLATE3/8" X 11-1/4" X 14-1/4" LG. GUSSET PLATE116

MAKE FROM 33" X 66" PLATE3/8" X 17-1/4" X 3' 4-1/2" LG. GUSSET PLATE115

MAKE FROM 101" X 122" PLATE5/16" X 5" X 24" LG. BUTT STRAP114

MAKE FROM 50" X 188" PLATE5/16" X 5" X 2' 10" LG. BUTT STRAP113

MAKE FROM 34' 0" LG. STRAP5/16" X 5" X 2' 6-1/2" LG. BUTT STRAP112

MAKE FROM 34' 0" LG. STRAP5/16" X 5" X 3' 6" LG. BUTT STRAP111

MAKE FROM 34' 0" LG. STRAP5/16" X 5" X 3' 3" LG. BUTT STRAP110

MAKE FROM 34' 0" LG. STRAP5/16" X 5" X 4' 2" LG. BUTT STRAP19

MAKE FROM 34' 0" LG. STRAP5/16" X 5" X 4' 9" LG. BUTT STRAP28

MAKE FROM 34' 0" LG. STRAP5/16" X 5" X 4' 6-3/4" LG. BUTT STRAP27

MAKE FROM 50" X 188" PLATEPLATE 5/16" X 42" X 156" LG.16

MAKE FROM 50" X 188" PLATEPLATE 5/16" X 34" X 52" LG.15

MAKE FROM 46" X 137" PLATEPLATE 5/16" X 44-29/32" X 137-1/8" LG.14

MAKE FROM 101" X 122" PLATEPLATE 5/16" X 100-15/32" X 119-7/8" LG.13

MAKE FROM 67" X 115" PLATEPLATE 5/16" X 67-1/2" X 114-27/32" LG.12

MAKE FROM 72" X 105" PLATE

A572/A572M

SS-ASTM

PLATE 5/16" X 69-1/2" X 104-3/8" LG.11

NOTESMATERIALSIZE AND NAME

REQ.

NO.

NO.

ITEM

G11

END SHIELD PLATES

SCALE: 3/8" = 1'

C11

POSITION ON EXISTING DRUM

SCALE: N.T.S.

A15

BILL OF MATERIALS

IDLE END DRIVE END

@ 5 EQ. SP.

E Q . S

P

10" @ 4EQ. SP.

E Q . S

P

E Q S P

4 EQ. S

P.

3 EQ. SP.

3 EQ. SP.

E

Q . S

P

E

Q . S

P

4 E Q . S

P

22 23

1 5

16" PL.

2 5

16" PL.

22 23

3 5

16" PL.

22 23

7 8

4 5

16" PL.

11 12

13 14

5 5

16" PL.

42 6 5

16" PL.

A

S -1

E9

S-102

N17

S-102

H15

S-

H11

S-

H7

S-

A17

S-102

E19

S-102

H19

S-102

L

S -1

A1

S-102

A1

S-102

H1

S-102

A9

S-102

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

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US Army Corps

U .S

A

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ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.4.

FOR WATER TIGHTNESS AGAINST 10#/0" PRESSURE IN FIELD.

ALL JOINTS OF END SHIELD TO BE CAULKED OR WELDED ON OUTSIDE ONLY 3.

FROM CONTRACTING OFFICER.

CONNECTION OF VARIOUS MEMBERS WILL BE ALLOWED WITH APPROVAL

CONTRACTING OFFICER. MODIFICATIONS TO BOLT HOLE SPACING FOR

SHALL VERIFY ALL CONNECTION POINTS AND SUBMIT SHOP DRAWINGS TO

FOR CONNECTION OF END SHIELDS TO EXISTING DRUM. CONTRACTOR

END SHIELDS CONNECT TO EXISTING DRUM. RIVETS SHALL NOT BE USED 2.

SPECIFICATIONS FOR DETAILS.

PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. SEE PAINT 1.

GENERAL SHEET NOTES

3 1/2"3 1/2"

9"

/4

"2

'-8

'-5

E

Q . S

P

"21

"21

E

Q . S

P

'-9

E

Q . S

P

'-7

"41

"16

2'-8"4

1'-

"8

15'-0" OF APRON

R

2"

5"

"2

"2

"8

"4

3"

"4

"16

V E

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T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

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R o u ti n e G a te

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T G

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N D

H O

F F

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T

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L L

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G A

T E

S E

N D

S H

IE

L

D S

S-102

S

J O

H N

S T

O N

T G

R U

N D

H O

F F

R

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S

-1 .d

H

E M

M

D

M N

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S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

N A

V D

.9

9A1

SCALE: 1" = 6"

DETAIL - END SHIELD

A9

SCALE: 1" = 6"

DETAIL - BRACKET

A13

DETAIL - BRACKET END CONN.

A17

GUSSET 15

DETAIL - END SHIELD MERGE

H1

SECTIONS - BRACKET CONNECTION

L7

L12

SECTIONS - BRACKETS

H7

DETAIL - SEAL CONNECTION

H11

H15

DETAILS A - END SHIELD PLATE

E9

N17

DETAIL - END SHIELD BUTT STRAP

L17

DETAIL - APRON CHANNEL

E15

DETAIL - END SHIELD CHANNEL

E19

GUSSET 16

H19

GUSSET 21

1 1/4"1 1/4"1 1/4"1 1/4"

5"

1/8" CLEAR

5/16" BUTT STRAPS

5/16" SHIELD

DURING ERECTION

TO SUIT DRUM PLATES

PUNCH THESE HOLES

BRACKET FOR 63

BE PUNCHED TO SUIT

HOLES IN ANGLES TO

5/8" - REAM 13/16"

5-3/4" RIVETS PUNCH

2 1/2" 2 1/2"

/2

/2

/2

/2

/8

10 11/16"

/8

5/8"

/8

/8

3/8"

3" 10 1/16"

1 3/8"

/2

/2

/2

/2

10 11/32"

5/8"3

9 23/32" 3"

3/8"

/4

1 3/8"

DRUM PLATE

RIVET TO SUIT

FILLER PLATE

3/8"x3"x7 1/4"

5"5"

10" 3 1/2"

/4

/4

2 1/4"

13 1/2"

/4

/4

7'-6 1/8" R

5"5"

4 1/4" 10"

/4

/2

/4

12"

2 1/4"

/4

/2

14 1/4"

7'-6 1/8" R

2 1/2"

/8

/8

/4

5/16" PLATE

2 1/2"

/8

/8

/4

5/16" PLATE

WELD

WELD

5/16" TNK. END SHIELD

13/16 "

5/8 "

/1

8" CHANNEL

24"16 1/2"

3'- 4 1/2"

1 1/2" 3'-0 1/4"

2 3/4"

/4

/2

7'-6 1/8" RAD.

/4

1 3/8"

3/8"

1 3/8"

3/8"x2 1/2" FILLER PIECE

/8

5/16" END SHIELD

/4

1 3/4"

5/16" PLT.

M1

SECTION

RUBBER SEAL

5/8" BOLTS

STRIP

FILLER

WELD

WELD

3/8" APRON PLATE

5/16" END SHIELD

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

A

B

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B M

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C H

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K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

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IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

H7

H11

H15

OTHER EXISTING MEMBERS

APRON, DRUM PLATES AND ANY

PUNCHED OR DRILLED TO SUIT

ALL HOLES FOR BOLTS TO BE

L17

E15

E15

"4

END SHIELD TO RUN OUT STRAIGHT FOR A LENGTH OF 5

T O

JOINT IN ANGLE

14'-113 4"14'-11" 45

OTHER EXISTING MEMBERS

APRON, DRUM PLATES AND ANY

PUNCHED OR DRILLED TO SUIT

ALL HOLES FOR BOLTS TO BE

L17

M1

E15

®of Engineers US Army Corps

U .S

A

R M

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O R

P S

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G

IN

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E L

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A T

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D A

T U

M

V E

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IC

A

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O N

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O L

C

O O

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IN

A

T E

S Y

S T

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H

O R

IZ

O

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A L

C O

N T

R O

L

C O

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IN

E

D F

A C

T O

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C F

G

E O

ID

IDLE END DRIVE END

IDLE END DRIVE END - SECTION F

BRACKET FOR IDLE END. BRACKET FOR DRIVE END.

DRIVE END

R.H. END SHIELD

IDLE END

L.H. END SHIELD

SECTION D-D

SECTION O-O SECTION R-R

/8

R A

D

R A

'-1

" L E

N G

T H O

F S

E A

L

" L E

N G

T H O

F A

N G

L E

'-9

" L E

N G

T H O

F A

N G

L E

'-1

O V

E R

A L L L

E N

G T

H O

F S

E A

L A

N D L

E N

G T

H O

F A

N G

L E

L

E N

G T

H O

F A

N G

L E

'-4 " L

ENG

TH

O F

ANG

LE

" L

ENG

TH

O F

ANG

LE

'-6

" O

VERALL

L

ENG

TH

O F

SEAL

'-1

"4

'-1

60'-0" FACE TO FACE OF PIERS

2 1/16"

59'-10 3/8" OVERALL LENGTH OF RUBBER SEAL ITEM

140 EQ. SP. @ 4.9294" PITCH - TO SUIT APRON.

5 55/64"

4 3/16"

3 45/64"

4 25/32"

2 1/16"

4 3/16"

O F

A N

G L

E

C

U T

T O

S U

IT

A

B 'T

/2

N G

O

V E

R A

L L

L E

N G

T H

O F

S E

C

U T

T O

S U

IT

E Q

S

P

P

IT

C

H

/4

/4

3/4"3/4"

2"2"

1 3/4"3 1/2"3 1/2"1 3/4"

59'-10 3/8" OVERALL LENGTH OF RUBBER SEAL ITEM

140 EQ. SP. @ 4.9294" PITCH - TO SUIT APRON.

5 55/64"

4 3/16"

V E

R T

IS

E

M E

N T

M

IN

N E

S O

T A

C

IT

Y

M N

L O

C K

A N

D D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L O

C K

R

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IN

E G

A T

E M

A

IN

T E

N A

N C

E

W E

S R

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

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S c re e n

F u ll

S iz e .d s c ri p t

P D

A

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R o u ti n e G a te

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S E

N D

S H

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L

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S

J O

H N

S T

O N

T G

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N D

H O

F F

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S

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H

E M

M

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

N A

V D

.9

A1

SCALE: 1" = 1'-6"

DETAIL - END SHIELD AND APRON

F17

DETAIL - SEAL CORNER

F13

A13

SOLE PLATE AND SEAL DETAIL

2 3/4"2 3/4"

2"2"

4 1/4"4 1/4"

PLATE

SOLE

SEAL

RUBBER

5/8" BEVELED WASHERS - 1-1/2" X 1-1/2" SQ.28819

CONTRACTING OFFICER.

INCLUDING BOLT HOLE PATTERNS, FOR APPROVAL BY

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,

TO MATE MULTIPLE MEMBERS WHERE POSSIBLE.

BOLTS NEEDED. DESIGN HAS POSITIONED BOLT HOLES

CONTRACTOR TO VERIFY NUMBER AND LENGTH OF

F3125

SS-ASTM5/8" BOLT570

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 7" LG. ANGLE214

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 6' 11-1/2" LG. ANGLE213

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 12' 6" LG. ANGLE212

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 12' 0-1/2" LG. ANGLE211

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 14' 4" LG. ANGLE210

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 14' 6" LG. ANGLE29

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 13-3/8" LG. ANGLE28

MAKE FROM 36'-0" LG. ANGLE1/4" X 1-1/4" X 1-3/4" X 7" LG. ANGLE27

MAKE FROM 30'-0" LG. ANGLE

A573/A572M

SS-ASTM

1/4" X 1-1/4" X 1-3/4" X 29' 11-3/16" LG. ANGLE46

MAKE FROM PIECE ORDERED 7'-3" LG.2-3/4" X 8-1/2" X 7' 1" LG. RUBBER SEAL25

MAKE FROM PIECE ORDERED 12'-6" LG.2-3/4" X 8-1/2" X 12' 6" LG. RUBBER SEAL24

MAKE FROM PIECE ORDERED 15'-0" LG.2-3/4" X 8-1/2" X 14' 10" LG. RUBBER SEAL23

MAKE FROM PIECE ORDERED 2'-0" LG.2-3/4" X 8-1/2" X 14-3/4" LG. RUBBER SEAL22

MAKE FROM PIECE ORDERED 60'-1" LG.

RUBBER

2-3/4" X 8-1/2" X 59' 10-3/8" LG. RUBBER SEAL11

NOTESMATERIALSIZE AND NAMENO. REQ.ITEM NO.

K13

BILL OF MATERIALS

H15

S-

H11

S-

H7

S-

G13

15 16 17 18

SEAL

RUBBER

END

IDLE

PLATE

PIER ARMATURE

PLATE

PIER ARMATURE

PLATE

SOLE

SEAL

RUBBER

RUBBER SEAL

DRIVE END

PL. JT. #1 OF DRUM PL. JT. #2 OF DRUM

PL. JT. #3 OF DRUM

COURSE I COURSE III COURSE IV

PL. JT. OF APRON

PL. JT. OF APRON

APRON

PL. JT. OF

COURSE II

PL. JT. #1 OF DRUM PL. JT. #2 OF DRUM

PL. JT. #3 OF DRUM

COURSE I COURSE III COURSE IV

PL. JT. OF APRON

PL. JT. OF APRON

APRON

PL. JT. OF

COURSE II

8" CHANNEL

3/8" APRON PLATE

ANGLE

1/4"x1 1/4"x1 3/4"

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

A

B

C

D

E

F

G

H

J

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L

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B M

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E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

OF RUBBER SEAL.

AND CUT TO SUIT JOINT

ANGLES TO BE FITTED

NOTE:

CEMENTED.

TO BE WELL FITTED AND

ALL JOINTS OF RUBBER SEALS

NOTE:

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

GENERAL SHEET NOTES

ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.4.

SUBMIT SHOP DRAWINGS TO CONTRACTING OFFICER.

TO SELECT THE CONNECTION TYPE, VERIFY CONNECTION POINTS AND

THREADED CONNECTIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

BOLT CONNECTIONS AS POSSIBLE. A PORTION OF SEAL BOLTS MAY NEED

INCLUDES ALIGNMENT OF OTHER MEMBER HOLES TO UTILIZE THROUGH

BOLT HOLE SPACING AND NUMBER SHOWN IS PROVIDED FOR GUIDANCE AND 3.

BE USED FOR CONNECTION OF SEALS.

SEALS CONNECT TO END SHIELD PLATES AND MEMBERS. RIVETS SHALL NOT 2.

SPECIFICATIONS FOR DETAILS.

PAINT ALL PLATES AND MEMBERS PRIOR TO ASSEMBLY. SEE PAINT 1.

15 16 17 18

5 5

G13

G17