A22 - PLAN_SET_SOL-2023-07-20.pdf

PDF 41 MB Posted Jul 27, 2023

Attached to: Saylorville Control Tower Sluice Gate Project Federal contract opportunity
Solicitation number: W912EK23B0007
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 20, 2023

This file contains plans related to a federal solicitation for the Saylorville Control Tower Sluice Gate Project. The solicitation number is W912EK23B0007 and is being issued by the Department of the Army Corps of Engineers Engineering District Rock Island. The solicitation seeks proposals for work on sluice gates at the Saylorville Control Tower to include engineering design, fabrication, installation, and testing of new sluice gates. Proposals are due by July 20, 2023. The selected contractor will be responsible for project management and coordination, permitting, and ensuring all work meets applicable codes and regulations.

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Other files for this federal contract opportunity

Other files attached to Saylorville Control Tower Sluice Gate Project, newest first.
File	Type	Posted
B01 - BID SUMMARY SHEET_signed.pdf	PDF	Sep 11, 2023
A22 - W912EK23B0007 Amend 0004 Specification dated 24AUG23.pdf	PDF	Aug 25, 2023
A22 - W912EK23B0007 Amend 0004 Plan Set dated 24AGU23.pdf	PDF	Aug 25, 2023
A22 - W912EK23B0007 Amend 0004.pdf	PDF	Aug 25, 2023
A22 - W912EK23B0007 Amend 0003 Plan Set dated 14AUG23.pdf	PDF	Aug 16, 2023
A22 - W912EK23B0007 Amend 0003 Specification dated 10AUG23.pdf	PDF	Aug 16, 2023
A22 - W912EK23B0007 Amend 0003.pdf	PDF	Aug 16, 2023
A23 - Pre-Bid Site Visit Sign In Sheet OD-S CT and SGs.pdf	PDF	Aug 16, 2023
A22 - W912EK23B0007 Amend 0002.pdf	PDF	Aug 10, 2023
A22 - W912EK23B0007 Amend 0001.pdf	PDF	Aug 9, 2023
A22 - Drawings.pdf	PDF	Jul 28, 2023
A22 - SPEC_SOL-2023-07-25.pdf	PDF	Jul 27, 2023
A22 - W912EK23B0007 a.pdf	PDF	Jul 27, 2023

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APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, 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

®of Engineers

US Army Corps

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ISSUE DATE: JULY 2023

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

CONTROL TOWER SLUICE GATES

POLK COUNTY, IA

SAYLORVILLE LAKE

DES MOINES RIVER BASIN

ROCK ISLAND DISTRICT

E K

W912EK23B0007

of Engineers

US Army Corps

GATE BEARING FRAME REPLACEMENTGATEBRNG

HANDRAIL - EL 880.0HANDRAIL

PLATFORM - EL 904.5PLATFORM

REPLACE EXTERIOR LIGHTINGEXTLIGHTS

ELEVATION 913.0 NEW LIGHTING913LIGHTS

ELEVATION 880.0 NEW LIGHTING880LIGHTS

EMERGENCY GATE HOIST MACHINERYEMERMACH

SERVICE GATE HOIST MACHINERYSRVCMACH

CONTROL TOWER SLUICE GATESSLUCGATE

PLAN SET TITLEPLAN SET ID

PLAN SET INDEX

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SECTION - CONTROL TOWER CENTER GATES-302

SECTION - CONTROL TOWER EL. 798.0S-301

ELEVATION - CONTROL TOWERS-201

PLAN - CONTROL TOWER - OPERATING FLOOR AND SLUICE GATES-103

PLAN - CONTROL TOWERS-102

ISOMETRIC CONTROL TOWERS-101

STRUCTURAL NOTESS-001

STRUCTURAL

PHOTOS - CONTROL TOWERG-006

SITE GRADEG-005

SITE MAPG-004

ABBREVIATIONSG-003

PLAN SET LAYOUT AND SHEET TYPE DESIGNATORSG-002

COVER SHEETG-001

GENERAL

PLAN SET TITLEPLAN SET ID

SHEET INDEX

CONTROL TOWER

SAYLORVILLE LAKE

PROJECT LOCATION:

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S-101

Sheet ID

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

SHEET TYPE DESIGNATORS

DRAWING SET LAYOUT

PLAN SET ID

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.

CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.

WHICH THE SHEET WAS DEVELOPED BY.

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISCIPLINE C.

REFERENCE.

BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID

PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAYBE DUPLICATED

EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.

PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET.

THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED ITHE DRAWING A.

FOLLOWING INFORMATION:

BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS THE

IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR SHOULD FOCUS ON THE SHEET ID 3.

THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.

THE DRAWING SET IS DIVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF WORK IN 2.

CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE SET.

SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

PHOTOGRAPHS)

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,

CATEGOIES)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

6 - SCHEDULES AND DIAGRAMS

5 - DETAILS

OR SECTIONS THAT ARE NOT DETAILS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

2 - ELEVATIONS (VERTICAL VIEWS)

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

0 - GENERAL

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AMERICAN WELD SOCIETYAWS

AVERAGEAVG

AND MATERIALS

AMERICAN SOCIETY OF TESTING ASTM

ARCHITECT, -URAL, -UREARCH

APPROXIMATE, APPROXIMATELYAPPROX

ALUMINUMALUM

ALTERNATEALT

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

ADJUSTABLE OR ADJACENTADJ

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

ANCHOR BOLTAB

YIELD STRENGTH OF STEELFY

FIELD VERIFYFV

FOOTINGFTG

FOOTFT

FRAMINGFR

FACE OF WALLFOW

FACE OF BUILDINGFOB

FOUNDATIONFND

FLOORFLR

FINISHFIN

FLOOR DRAINFD

FRACTURE CRITICAL MEMBERFCM

CONCRETE COMPRESSIVE STRENGTHf'c

ISOLATION JOINTISO JNT

INTERIORINT

INCHIN.

INSIDE FACEI.F.

INSIDE DIAMETERID

INSULATED CONCRETE FORMSICF

INTERNATIONAL BUILDING CODEIBC

IN ACCORDANCE WITHIAW

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

HEADERHDR

HEADED ANCHOR BOLTHDAB

HEADED CONCRETE ANCHORHCA

YARDYD

QUANTITYQTY

UTILITYUTIL

US ARMY CORPS OF ENGINEERSUSACE

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

ULTRA HIGH MOLECULAR WEIGHT POLYETHLENEUHMW

UNIFIED FACILITIES CRITERIAUFC

JOINTJT

JOISTJST

JUNCTION BOXJBOX

KIPS PER SQUARE INCHKSI

NOT TO SCALENTS

NOMINALNOM

NUMBERNO OR #

NOT IN CONTRACTNIC

NORTH AMERICAN VERTICAL DATUMNAD88

NOT APPLICABLEN/A

NEW STRUCTURAL MEMBER(N)

OPPOSITEOPP

OPENINGOPNG

OUTSIDE FACEO.F.

OUTSIDE DIAMETEROD

ON CENTEROC

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

PRELIMINARYPRELIM

PRE-MOLDED JOINT FILLERPMJF

PLATEPL

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

VERIFY IN FIELDVIF

VERTICALVERT

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

SYMBOLS

AT@

GYPSUM BOARDGYP

GRADEGR

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

GRADE BEAMGB

GALVANIZEDGALV

GAUGEGA

LOCATIONLOC

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

LINEARLIN

LEFT HANDLH

LINEAR FEETLF

POUND(S)LB, LBS OR #

ROUGH OPENINGRO

RIGHT HAND OR ROOF HATCHRH

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RECESSEDREC

UNIT

REINFORCED CONCRETE MASONRYRCMU

RADIUSR OR RAD

EACH WAYEW

EXTERIOREXT

EXPANSION OR EXPOSEDEXP

EXISTINGEXIST

EXCAVATEEXC

ETCETERAETC

EQUIPMENTEQUIP

EQUAL SPACEEQ SPA

EQUALEQ

EDGE OF SLABEOS

EDGE OF DECKEOD

ENCLOSUREENCL

EMBEDDEDEMBED

ELEVATIONEL OR ELEV

EXPANSION JOINTEJ OR EXP JT

EACH FACEEF

EACHEA

EXISTING(E)

TYPICALTYP

TRIPLETPL

TOW TOP OF WALL

TOP OF STEELTOS

TOC TOP OF COLUMN

T&B TOP AND BOTTOM

TOP OFT.O.

TEMPERATURETEMP

BETWEENBTWN

BTM BOTTOM

BS BOTH SIDES

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

NOTE: NOT ALL ABBREVIATIONS USED IN THIS SET

1912 SEA LEVELMSL

MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MAN HOLEMH

MITER GATEMG

MANUFACTURERMFR

MEMBRANEMEMB

MECHANICALMECH

MAXIMUMMAX

MATERIALMATL

MANUALMAN

SYMMETRICALSYM

STRUCTURALSTRUCT

STEELSTL

STIFFENERSTIFF

STANDARDSTD

STATIONINGSTA

SQUARE YARDSQ YD

SQUARESQ

SPECIFIEDSPEC'D

SPECIFICATION(S)SPEC

SPACE(S)SP

SLEEVE ANCHORSLV ANCH

SAYLORVILLE LAKE SERVICE GATESLSG

SEALANTSLNT

SIMILARSIM

SHEETSHT

SQUARE FOOTSF

SECTIONSEC

SCHEDULESCHED

DOWELDWL

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEMOLISH OR DEMOLITIONDEMO

DOUBLEDBL

DEFORMED ANCHOR STUDDAS

DEPTHD

CUBIC YARDCY

COUNTERSINKCTSK

COUNTERBORECTB

CONCRETE REINFORCING STEEL INSTITUTECRSI

CORROSION RESISTANT STEELCRES

CHECKPOSTCP

CONTRACTING OFFICERCOR

CONTINUE OR CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

CONCRETE MASONRY UNITCMU

CLEAR, -ANCECL

CENTER LINE

CJP COMPLETE JOINT PENETRATION

CONTROL/CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CENTER OF GRAVITYCG

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

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SITE GRADE

SCALE: NTS

PLAN TO USE THE BRIDGE

COR ON AN APPROVED

COORDINATE WITH THE

CONTRACTOR TO

840.4

841.6 841.2

841.2

842.6

842.3

842.1

842.3

843.2

844.7

841.3

845.3

874.8

849.9 849.3

850.0

852.0

852.7

848.8

846.7

846.4

846.9

844.7

843.9

843.6

843.1

842.8

842.2

842.5

843.2

843.7

843.8

844.7

844.4

843.5

843.3

843.8

844.0

844.1

845.0

841.5

841.0

844.0

843.5 841.8

840.6

839.9

PLAN TO USE THE BRIDGE

COR ON AN APPROVED

COORDINATE WITH THE

CONTRACTOR TO

THE PROJECT.

FIELD VERIFIED BY THE CONTRACTOR AS NEEDED PRIOR TO AND DURING

ELEVATIONS PROVIDED ARE FOR REFERENCE ONLY. ELEVATIONS ARE TO BE 1.

GENERAL SHEET NOTES

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GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES CONCRETE NOTES

ACCURATELY POSITIONED AND SECURELY IN PLACE.

PLACE AND CHECK ALL EMBEDDED ITEMS ARE 3.

GROUT TO BE IN ACCORDANCE WITH ASTM C1107.2.

BY THE CONTRACTOR WILL BE IN ACCORDANCE WITH ACI 318-14.

STRUCTURAL CONCRETE (ACI 301). ALL CONCRETE DESIGN PERFORMED

OF THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR

ALL CONCRETE CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS 1.

SPECIFICATIONS.

RECORDS OF THE QUALITY CONTROL IN ACCORDANCE WITH THE

COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND MAINTAIN

ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE 21.

AND LOCATION.

REINFORCING IN EXISTING WALL AND FLOOR IS UNKNOWN IN SIZE 20.

TO BE COATED WITH ZINC-RICH PRIMER PRIOR TO ASSEMBLY.

ALL FAYING SURFACES ON FERROUS AND NON-FERROUS SURFACES 19.

PAINT ALL CONNECTIONS AFTER WELDING.18.

BREAK ALL EDGES WITH A 1/16" CHAMFER.17.

"SURFACE TEXTURE".

16. SURFACE FINISHES TO CONFORM TO ANSI B46.1-2009 CODE FOR

NOT HIGHER THAN 125 MICRO INCHES.

ALL HOLES AND CUT SURFACES TO HAVE A SURFACE ROUGHNESS 15.

SMOOTH UNLESS OTHERWISE SHOWN.

ALL DRAIN HOLES ARE THREE INCHES IN DIAMETER AND GROUND 14.

AND PRIMED.

ALL DRILLED HOLES FOR BOLTED CONNECTIONS TO BE PREPPED

REQUIREMENTS.

SEE SPECIFICATIONS 05 59 20 FOR PRETENSIONED AND SNUG TIGHT

F3125, GRADE A325 FLAT HEAD BOLTS.

AND SEAL PLATE BOLTS TO BE SNUG TIGHT COUNTERSUNK ASTM

GUIDE SHOE BOLTS TO BE PRETENSIONED ASTM F3125, GRADE A325 13.

ACCORDING TO ASTM A673, USE (H) FREQUENCY OF TESTING.

APPLYING REQUIREMENTS IN SECTION 10.2. SAMPLE AND TEST

IMPACT TESTING TEMPERATURE ZONE 2 TO BE USED WHEN

CRITICAL, T, TENSION COMPONENTS).

REQUIREMENTS OF ASTM A709 SECTION 10.1 (NON-FRACTURE-

ALL NON-FRACTURE CRITICAL MEMBERS, TO MEET THE

OF ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, COMPONENTS).

ALL FRACTURE CRITICAL MEMBERS TO MEET THE REQUIREMENTS

A709, "HIGH-STRENGTH LOW-ALLOY" GRADE 50, ZONE 2 - F.

THE SPECIFICATIONS, UNLESS NOTED OTHERWISE WILL BE ASTM

ALL STRUCTURAL STEEL AS SPECIFIED ON THE DRAWINGS, AND IN 12.

SHOWN ON SHEET S-508 AND PLACED ON EACH GATE.

WEIGHT TO BE DISPLAYED AS AN IDENTIFICATION NUMBER PLATE AS

ASSEMBLY AS IT WILL BE USED IN THE CONTROL TOWER. THAT

THE FABRICATOR TO SUBMIT THE FINAL WEIGHT OF THE GATE 11.

STRUCTURES.

SERVICE GATES AND ONE EMERGENCY GATE ARE IDENTICAL

SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. THE THREE

GATE ASSEMBLY AS SHOWN ON THE CONTRACT DRAWINGS AND BID

FABRICATE, ASSEMBLE, PAINT, DELIVER, AND INSTALL COMPLETED 10.

SPECIFICATION FOR THE ITEM OF WORK BEING FURNISHED.

WITH THE BEST MODERN PRACTICES TO CONFORM TO THE

WORKMANSHIP TO BE OF THE HIGHEST GRADE IN ACCORDANCE 9.

REQUIRED TO MEET DIMENSIONAL REQUIREMENTS.

REQUIREMENTS OF THE SPECIFICATIONS. MACHINING MAY BE

STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE WITH THE

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED 8.

TO WELDING.

WELD PREPARATION, FIT-UP TOLERANCES, AND DISTORTIONS DUE

AND ALLOWANCE MUST BE MADE FOR MACHINING, SHRINKAGE,

DIMENSIONS SHOWN FOR OR CALLED FOR ARE FINAL DIMENSIONS 7.

CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.

DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH

CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY

CONSTRUCTION. FIELD-VERIFIY THE BENCHMARK PRIOR TO

RESPONSIBILITY OF THE CONTRACTOR TO FIELD-VERIFY PRIOR TO

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS ARE THE 6.

CONSTRUCTION.

INTERFERENCES, AND OMISSIONS RELATED TO FABRICATION AND

DIMENSIONAL ERRORS, INACCURACIES, INCONSISTENCIES,

WORK. THIS INCLUDES BUT IS NOT LIMIT TO ALL DEFICIENCIES,

THE CONTRACTING OFFICER BEFORE STARTING THE AFFECTED

AFFECT THE COMPLETION AND/OR ACCEPTANCE OF THIS WORK TO

DISCREPANCIES OR UNDOCUMENTED CONDITIONS THAT MAY

CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY AND ALL 5.

DRAWING PREPARATION AND FABRICATION OF MATERIAL.

ALL DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO SHOP

DRAWINGS UNDER ANY CIRCUMSTANCE IS PROHIBITED. CONFIRM

REPRODUCTION OF CONTRACT DRAWINGS AS SUBMITTED SHOP 4.

TO OBTAIN FINAL DIMENSIONS.

DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED 3.

ANCHORS.

REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS, AND

THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE

DRAWINGS, UNLESS OTHERWISE SHOWN OR NOTED. COORDINATE

USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER 2.

NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE 1.

A770, AND BE ULTRASONICALLY TESTED PER ASTM A435 FOR LAMINATION DEFECTS.

(0.01% MAX), IMPROVED THROUGH-THICKNESS TENSILE PROPERTIES PER ASTM

PLATES WITH A THICKNESS OF 1" OR GREATER MUST HAVE LOW SULFUR CONTENT5.

ETC., AS SPECIFIED.

PAINT OR COAT ALL BARE OR EXPOSED STEEL, WELD, SCRATCHES, GRIND AREAS, 4.

FIT-UP TOLERANCES, AND DISTORTIONS DUE TO WELDING.

ALLOWANCES MUST BE MADE FOR MACHINING, SHRINKAGE, WELD PREPARATION,

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL OR NOMINAL DIMENSIONS AND3.

GALVANIZE BAR GRATING IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION.

GALVANIZE BAR GRATING HARDWARE AS RECOMMENDED BY THE MANUFACTURER.2.

WITH THE AISC STEEL CONSTRUCTION MANUAL, FIFTEENTH EDITION.

FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE1.

WELDING NOTES

CAN BEGIN.

WELD MOCKUP AND DISTORTION CONTROL PLANS SUBMITTED AND APPROVED BEFORE FABRICATION17.

EDITION OF AWS D1.1.

ALL WELDING ON THE WALKWAY AND HANDRAILS TO BE IN ACCORDANCE WITH THE LATEST16.

OF THE HEAT TREATMENT TO BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

STRESS RELIEVING, TO REQUIRE A REPEATING OF THE HEAT TREATMENT. ANY REPEATING

ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER 15.

ALL FILLET WELDS FULLY WRAPPED AROUND THE ENDS OF THE PLATE AS SHOWN ON DETAIL A6. 14.

ADDRESSED THROUGH WELDING AND FABRICATION TECHNIQUES.

GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT INPUT FROM WELDS AND TO BE

PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES. EXTRA ATTENTION TO BE

SPECIFICATIONS AND SHOWN ON THE PLANS. THE FABRICATOR TO PERFORM WELD

FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE 13.

ALL WELDING WILL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND 70 KSI WELD METAL.12.

HOLES WITH THE APPROVED MATERIAL TO BE FINISHED SMOOTH PRIOR TO PAINTING.

APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL PATCHED

THAT IS EQUAL TO "BELZONA 1111" PRIOR TO ANY PAINTING. THIS FILLER MATERIAL TO BE

THE PASSAGE OF WATER THROUGH THE GATE TO BE FILLED WITH AN APPROVED MATERIAL

ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE AND PERMIT11.

PROCESS AND THE SAME FILLET SIZE.

SIZED SUFFICIENT TO PERMIT WELD WRAPPING OF ALL WELDS UTILIZING THE SAME WELD

WELD ACCESS HOLES WILL BE USED TO PREVENT THE INTERSECTION OF WELDS AND WILL BE10.

FILLET WELDS WILL NOT BE MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.

". 4

AS SHOWN ON DETAIL A6 OF THIS SHEET. NO FILLET WELDS TO BE SMALLER THAN

ACCORDANCE WITH AWS D1.5, AND TO BE WRAPPED WITH ADJACENT FILLET WELD SIZE,

WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE TO BE THE MINIMUM REQUIRED IN 9.

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING WELDED, UNO.

TO THE DIRECTION OF STRESS FLOW. ALL WELDS GROUND SMOOTH TO HAVE A FINISHED

GRIND WELDS FLUSH ON ALL BUTT JOINTS. GRINDING TO BE PERFORMED PARALLEL8.

COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5 AND GROUND FLUSH.

ON THE SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT APPROVAL. ALL SPLICES TO BE

ALL SPLICES THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS TO BE CLEARLY SHOWN7.

UNLESS OTHERWISE NOTED, ALL WELDS TO BE COMPLETE JOINT PENETRATION (CJP).6.

LENGTH OF WELD CALLED FOR ON THE DRAWINGS TO BE THE EFFECTIVE LENGTH.

THE SHOP DRAWINGS TO CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS,5.

APPROVAL OF THE CONTRACTING OFFICER.

MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND TO BE SUBJECT TO THE

WELDING SEQUENCE AND TECHNIQUE OF WELDING TO BE CAREFULLY CONTROLLED TO4.

WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE TECHNIQUES.

CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS TO BE SPECIFIC3.

SPECIFICATIONS.

TO BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE

INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND2.

WELDING CODE AND TO THE PROVISIONS OF THE SPECIFICATIONS, UNLESS OTHERWISE NOTED.

APPLICABLE TO CONFORM TO THE AMERICAN WELDING SOCIETY (AWS D1.5) STRUCTURAL

THE ATMOSPHERE FROM MOLTEN METAL. ALL WELDING, WORKMANSHIP AND TECHNIQUE, WHERE

ALL WELDING TO BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES1.

TESTING

-100% OF ALL SPLICES

-100% OF CJP WELDS

-100% OF THE TWO TOP AND ONE BOTTOM ROW OF STIFFENERS WELDS

-100% OF LIFTING ASSEMBLY SUPPORT WELDS

-100% OF LIFTING ASSEMBLY WELDS

-100% OF VERTICAL WEB WELDS

THE FOLLOWING WELDS RECEIVE ULTRASONIC TESTING:6.

-100% OF FILLET WELDS

-100% OF EACH PJP WELD

THE FOLLOWING WELDS RECEIVE MAGNETIC PARTICLE TESTING:5.

-100% OF ALL SPLICES ON FCM'S

THE FOLLOWING WELDS RECEIVE RADIOGRAPHIC TESTING:4.

THE QUALITY OF THE PROCEDURE AND PROCESS.

TABLE 8.4). ALL TESTING DONE AS EARLY IN THE PROJECT AS POSSIBLE TO ASSURE

U.T. ACCEPTANCE CRITERIA FOR MEMBERS IN TENSION, SEVERITY CLASS C (GIVEN IN AWS D1.5

D1.5 REQUIREMENTS FOR FRACTURE CRITICAL MEMBERS AND COMPLY WITH AWS D1.5

ALL WELDS ON FRACTURE CRITICAL MEMBERS TESTED IN ACCORDANCE WITH AWS3.

ALL TESTS PERFORMED IN THE FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOB SITE.

THE CONTRACTOR AND APPROVED BY THE GOVERNMENT SUBMITTED BEFORE ALL TESTS STARTS.

A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING PROPOSED BY2.

SUBMITTED FOR APPROVAL BY THE CONTRACTING OFFICER PRIOR TO PRIMING.

100% OF WELDS MUST BE VISUALLY INSPECTED BY A CWI AND ACCEPTABLE RESULTS1.

SCALE: NTS

S-001-A6 - WELD WRAPPING

FRACTURE CRITICAL MEMBERS

GATE KNIFE (S-505-D1)5.

FOUR PICK POINT MEMBERS (S-501-A9, S-501-A17)4.

TOP HORIZONTAL WEB (S-503-D1)3.

TWO VERTICAL WEB MEMBERS (S-503-G1)2.

UPSTREAM AND DOWNSTREAM SKIN PLATES (S-502-A1, S-502-A9)1.

DIMENSIONAL TOLERANCES

RANGE, AND THAT RANGE RECORDED WITH THE DIMENSIONS.

GOVERNMENT. ALL DIMENSIONS TO BE MEASURED WITHIN A 20-DEGREE F

OF A GOVERNMENT REPRESENTATIVE, RECORDED, AND PROVIDED TO THE

ON SHEETS S-510. ALL DIMENSIONS TO BE MEASURED IN THE PRESENCE

ALL DIMENSIONS AND TOLERANCES TO BE SATISFIED AS SHOWN3.

PROHIBITED.

OF FRAMING ELEMENTS TO WHICH THE SKIN PLATE IS TO BE WELDED IS

VARIATION FROM A TRUE PLANE BY MORE THAN 1/8 INCH TO THE SURFACES 2.

STANDING IN THE OPERATIONAL ORIENTATION.

ALL FINAL DIMENSIONS TO BE MEASURED WITH THE GATE 1.

PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND

HOLES

WELD ACCESS

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

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O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N T

R O

L T

O W

E R

M E

T R

S-101

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

-1 .d g n

ISOMETRIC - CONTROL TOWER

SCALE: 1"=10'-0" 10' 20'0

EL 793.0

TRASH RACK

STOPLOG SLOTS

TRASH RACK BRIDGE

EL 841.0

SERVICE BRIDGE

EL 913.0

ACCESS VIA SERVICE BRIDGE

OPERATING HOUSE

EL 913.0

MAINTENANCE FLOOR

EL. 880.0

DOWNSTREAM OUTLET CONDUIT

CONDUIT ACCESS VIA

EL 793.0

TRASH RACK PLATFORM

EL 841.0

SOME ITEMS NOT SHOWN FOR CLARITY. 1.

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

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P S

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E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N T

R O

L T

O W

E R

P L

A N

S-102

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

E K

WORK AREA.

FIELD VERIFY TRASH RACK PLATFORM DIMENSIONS TO DETERMINE AVAILABLE 2.

TRASH RACK PLATFORM HANDRAIL NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

D A

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

-1 .d g n

PLAN - CONTROL TOWER

SCALE: 1"=10'-0" 10' 20'0

FLOW

NORTH

PLAN

TO OPERATING HOUSE

SERVICE BRIDGE

BAY 3 - EAST

BAY 2 - CENTER

BAY 1 - WEST

TRASH RACK

TYP

STOPLOG SLOT

1'-11"

T Y

TYP

S T

C O

N T

R O

L T

O W

C O

N T

R O

L T

O W

O U

T L

E T

C O

N D

S T

O U

T L

E T

C O

N D

TO TRASH RACK

SERVICE BRIDGE

DOWNSTREAM CONDUIT

S-201

EL. 931.0EL. 841.0

EL 841.0

EL 913.0EL 793.0

EL 793.0

14'-0"

S T

C O

N T

R O

L T

O W

C O

N T

R O

L T

O W

MANHOLE

TRACH RACK PLATFORM OPERATING HOUSE

23'-6"

TYP

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

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®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

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S O

C O

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L T

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E R

S L

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A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N E

O P

E R

A T

F L

O O

R A

N D

S L

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A T

C O

N T

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P L

A N

S-103

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

E K

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

PLAN - CONTROL TOWER - EL 913.0 - OPERATING FLOOR

0 4' 8'2'

GAGE WELL

2 1 4

FLOW

FLOOR PLAN SHOWN FOR EL 913.0

STRUCTURAL LOADING ON ROOF BEAMS IN PROHIBITED.4.

3. GATE ESTIMATED WEIGHT 59,000 POUNDS.

PLATFORM FOR GATE MACHINERY ESTIMATED WEIGHT 8,300 POUNDS.

2. GATE MACHINERY ESTIMATED WEIGHT 10,000 POUNDS. STEEL SUPPORT

WILL NOT EXCEED 100,000 POUNDS.

GATE MACHINERY AND GATE(S)) TRANSFERRED TO ANY ONE STEEL COLUMN

FROM FLOOR OPENINGS TO COLUMNS TOTAL LOAD (INCLUDING WEIGHT OF

WHEN USING CRIBBING/STEEL ROADWAY PLATES TO TRANSFER LOADS AWAY

LARGER LOADING ON FLOOR IS ACCEPTABLE WITH AN APPROVED PLAN 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

ACCESS AND LADDER DOWN TO ELEVATION EL 880.09.

SERVICE GATE 1 SLOT IN CONCRETE FLOOR.8.

SERVICE GATE 1 MACHINERY.7.

SERVICE GATE 2 SLOT IN CONCRETE FLOOR.6.

SERVICE GATE 2 MACHINERY.5.

SERVICE GATE 3 SLOT IN CONCRETE FLOOR.4.

SERVICE GATE 3 MACHINERY.3.

EMERGENCY GATE SLOT IN CONCRETE FLOOR.2.

EXISTING MOBILE EMERGENCY GATE MACHINERY ON WHEELS AND RAILS. 1.

(GATE AND GATE MACHINERY WEIGHT NOT INCLUDED)

MAXIMUM ALLOWABLE FLOOR LOAD 1200 PSF

CROSS HATCHING REPRESENTS

NORTH

PLAN

D A

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

-1 .d g n

FLOW

A11

PLAN - SLUICE GATE - TYPICAL

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

1/4 "

TYP

NORTH

PLAN

3'-0"

30'-0"

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

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D A

T E

S I Z

M A

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D E

S C

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SHEET ID

C O

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R A

C T

/T .O

P R

O J E

C T

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C /I

C O

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R A

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E E

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®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

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L A

N D

A N

S I

S O

C O

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S L

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A T

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P O

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C O

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S A

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O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N T

R O

L T

O W

E R

E L

E V

A T

S-201

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

-2 .d g n

ELEVATION - CONTROL TOWER

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

STOPLOG SLOT

BAY 3 - EAST

TRASH RACK

PLATFORM

TRASH RACK

TO TRASH RACK

SERVICE BRIDGE

STOPLOG SLOT

BAY 2 - CENTER

STOPLOG SLOT

BAY 1 - WEST

EL 854.00

AND MANHOLE

GAGEWELL

53'-0"

0 4' 8'2'

S-301

EL 829.0

PLATFORM

EL 841.00

SERVICE BRIDGE

EL 812.00

OPENING - TOP OF GATES

EL 793.00

INVERT

TRASH RACK PLATFORM HANDRAIL NOT SHOWN FOR CLARITY.1.

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

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SHEET ID

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US Army Corps

R O

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C O

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S L

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A T

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P O

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C O

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S A

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L A

K E

D E

S M

E S

E R

B A

J O

N E

E L

C O

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R O

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S E

C T

S-301

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

-3 .d g n

SECTION - CONTROL TOWER - EL. 798.0

SCALE: 3/16"=1'-0"

FLOW

NORTH

PLAN

TRASH RACK

TYP

STOPLOG SLOT

S T

C O

N T

R O

L T

O W

C O

N T

R O

L T

O W

O U

T L

E T

C O

N D

S T

O U

T L

E T

C O

N D

DOWNSTREAM CONDUIT

8'0 4' 16'

S T

O U

T L

E T

C O

N D

FOR REHEARSAL REQUIREMENTS.

STOPLOG RECESS PRIOR TO ANY DEWATERING ACTIVITIES. SEE 00 73 05

PERFORM A STOPLOG TEST-FIT INSTALLATION REHEARSAL AT EACH 2.

WORK AREA LIMITS ARE AS FOLLOWS: STA 3 +88.67A TO STA 2 +88.0A1.

GENERAL SHEET NOTES

(SEE NOTE 2)

TYP

INSTALL STOPLOG

EAST BAY

CENTER BAY

WEST BAY

AND MANHOLE

GAGEWELL

CONTROL TOWER

(ONE SHOWN FOR REFERENCE)

INSTALL COFFERDAM

(ONE SHOWN FOR REFERENCE)

INSTALL DEWATERING DIKE

(ONE SHOWN FOR REFERENCE)

INSTALL DEWATERING DIKE

EL 793.0

1'-8"

S T

C O

N T

R O

L T

O W

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N E

C E

N T

E R

G A

T E

C O

N T

R O

L T

O W

E R

S E

C T

S-302

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

-3 .d g n

SECTION - CONTROL TOWER - CENTER GATE

SCALE: 3/32"=1'-0"

FLOW

NORTH

PLAN

S T

C O

N T

R O

L T

O W

C O

N T

R O

L T

O W

O U

T L

E T

C O

N D

S T

O U

T L

E T

C O

N D

DOWNSTREAM CONDUIT

SEE VOLUME: GATEBRNG, S-301 FOR LOCATION OF OPTION PACKAGES.4.

AND PUMPS TO DEWATER AND REWATER EACH BAY.

IT IS THE CONTRACTORS RESPONSIBILITY TO SUPPLY SUFFICIENT MATERIAL 3.

REHEARSAL REQUIREMENTS.

STOPLOG RECESS PRIOR TO ANY DEWATERING ACTIVITIES. SEE 00 73 05 FOR

PERFORM A STOPLOG TEST-FIT INSTALLATION REHEARSAL AT EACH 2.

WORK AREA LIMITS ARE AS FOLLOWS: STA 3 +88.67A TO STA 2 +88.0A1.

GENERAL SHEET NOTES

REFERENCE)

(ONE SHOWN FOR

SERVICE GATE - EACH BAY

DOWNSTREAM OF

INSTALL COFFERDAM

RACK

TRASH

STOPLOG RECESS

A15

SECTION - CONCRETE CONDUIT

SCALE: 3/32"=1'-0"

EACH BAY (SEE NOTE 2)

INSTALL STOPLOGS

S T

O U

T L

E T

C O

N D

S T

O U

T L

E T

C O

N D

5'-10 5/16 " 6'-3" 5'-10 5/16 "

F15

SECTION - CONCRETE CONDUIT

SCALE: 3/32"=1'-0"

EL 913.0

OPERATING HOUSE

EL 921.0

TOP OF WINDOWS

EL 931.0

ROOF

EL 841.0

LOWER DECK

EL 878.5

DOGGING DEVICE

RECESS

EL 793.0

FLOOR

EL 793.0

FLOOR

EL 793.0

FLOOR

22'-0"

0 8' 32'16' 0 8' 32'16'

0 8' 32'16'

EL 854.0

EL 867.0

EL 829.0

ACCESS VIA LADDERS ONLY

EMERGENCY GATE WELL

ACCESS VIA LADDERS ONLY

SERVICE GATE WELLS

GATE GUIDE

EL 880.0

MECHANICAL FLOOR

VARIES VARIES VARIES

V A

SEE VOLUME: HANDRAIL

NEW HANDRAILS

EL 880.0

SEE VOLUME: PLATFORM

NEW PLATFORM

EL 904.5

S-302

A15

S-302

F15

GATE

EMERGENCY

TYP

SERVICE GATE

PUMP

REFERENCE)

(ONE SHOWN FOR

DEWATERING DIKE

REFERENCE)

(ONE SHOWN FOR

DEWATERING DIKE

DISCHARGE LINE

SUMP PUMP

LINES

DISCHARGE

SUMP PUMP

S T

C O

N T

R O

L T

O W

SHEET KEYNOTES

OUTLET WORKS DISCHARGE AND SEASONAL CONDITIONS.

DOWNSTREAM WATER ELEVATION FLUCTUATES DEPENDING ON 7.

APPROVAL PRIOR TO USE.

SUBMIT A LOAD PLAN STAMPED BY A STRUCTURAL ENGINEER FOR

DIMENSIONAL LIMITS IN FIELD. WEIGHT IS LIMITED TO HS-20 LOADING.

ACCESS POINT: SERVICE BRIDGE. BRIDGE NOT DRAWN TO SCALE. VERIFY 6.

SUMMARY OF OPTION WORK.

STAINLESS STEEL PLATES PER DESIGN DOCUMENTATION. SEE 01 11 00 FOR

REMOVING AND REPLACING THE EXISTING STEEL PLATES WITH NEW

TO REPLACE ARE EXERCISED, CONTRACTOR TO PERFORM THE LABOR OF

TRACK BARS AND SEAL BARS ARE TO REMAIN OR BE REPLACED. IF OPTIONS

GOVERNMENT INSPECTION WILL DETERMINE IF EXISTING GATE ROLLER 5.

ENSURE PROPER SEALING FOR NEXT BAY.

HEAD IS EQUALIZED. INSPECT VERTICAL SEALS AFTER EACH REMOVAL TO

BETWEEN THE STOP LOGS AND THE SERVICE GATE UNTIL HYDROSTATIC

WORK IS COMPLETE, CLOSE THE SERVICE GATE AND PUMP WATER

KEEP GATE CLOSED UNTIL THE TOP STOP LOG IS SET. TO REMOVE AFTER

HIGH HEAD. COMPLETELY CLOSE SERVICE GATE BEFORE INSTALLING AND

STOPLOGS ARE NOT DESIGNED TO BE SET OR REMOVED UNDER FLOW OR 4.

SEE 00 73 05 FOR HIGH WATER REQUIREMENTS.3.

APPROVAL.

OTHER APPROVED METHOD. SUBMIT DESIGN TO GOVERNMENT FOR

ATTACH COFFERDAM TO EXISTING CONCRETE STRUCTURE BY ANCHORS OR

DURING WORKING HOURS AND 10'-0" DURING NON-WORKING HOURS. MAY

HAVE BEEN SET, COFFERDAM IS REQUIRED TO BE A MINIMUM OF 6'-0"

INSTALL COFFERDAM PRIOR TO WORK IN EACH BAY. AFTER STOP LOGS 2.

APPROVAL PRIOR TO USE.

SUBMIT A LOAD PLAN STAMPED BY A STRUCTURAL ENGINEER FOR

DIMENSIONAL LIMITS IN FIELD. WEIGHT IS LIMITED TO HS-15-44 LOADING.

ACCESS POINT: BRIDGE. BRIDGE NOT DRAWN TO SCALE. VERIFY 1.

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

E G

A T

E S

C O

V E

R S

H E

E T

G-001

C S

C H

U M

A C

H E

J F

L E

H M

S A

Y L

O R

M A

L A

SLUCGATE

E K

B of Engineers

US Army Corps

PENTHOUSE LOUVER - NEW WORKM-501

MECHANICAL

DETAILS - NEW WORKA-501

PLAN - CONTROL TOWER - ROOF AND FLOORA-101

ARCHITECTURAL

DETAILS - SLUICE GATE - CONTROL DIMENSIONS AND TOLERANCESS-510

DETAILS - SLUICE GATE ASSEMBLYS-509

DETAILS - SLUICE GATE ASSEMBLYS-508

DETAILS - SLUICE GATE ASSEMBLYS-507

DETAILS - SLUICE GATE ASSEMBLYS-506

DETAILS - SLUICE GATE ASSEMBLYS-505

DETAILS - SLUICE GATE ASSEMBLYS-504

DETAILS - SLUICE GATE ASSEMBLYS-503

DETAILS - SLUICE GATE ASSEMBLYS-502

DETAILS - SLUICE GATE ASSEMBLYS-501

SECTION - SLUICE GATE SEALSS-302

SECTION - SLUICE GATES-301

ELEVATION - SLUICE GATES-203

ELEVATION - SLUICE GATE - ANTICIPATED SPLICE JOINTSS-202

ELEVATION - SLUICE GATES-201

PLAN - SLUICE GATES-103

ISOMETRIC - SLUICE GATE WELDMENTS-102

ISOMETRIC - SLUICE GATE - COMPLETE ASSEMBLYS-101

STRUCTURAL

COVER SHEETG-001

GENERAL

SHEET TITLESHEET ID

SHEET INDEX

D A

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

S A

Y L

O R

S A

Y L

O R

-C A

S H

E E

T -2

-0

-2

-S

L U

C G

A T

E -G

-0

.d g n

PLAN SET: SLUICE GATES

CONTROL TOWER SLUICE GATES

POLK COUNTY, IA

SAYLORVILLE LAKE

DES MOINES RIVER BASIN

ROCK ISLAND DISTRICT

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

S O

D E

S M

E S

E R

B A

O F

A N

D F

L O

O R

A-101

SLUCGATE

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

C O

N T

R O

L T

O W

E R

P L

L B

E R

M S

E N

L B

S A

Y L

O R

F .A

D U

R O

J A

E K

S I

O P

E N

T Y

OPENING TYP.

13'-2 5/8 "

GENERAL SHEET NOTES

WATER FLOW.

7. PROVIDE CRICKET AT ALL ROOF TOP EQUIPMENT TO ALLOW FOR UNIMPEDED

MAINTAIN A WEATHER TIGHT ENVELOPE.

6. ROOF SYSTEMS AND ROOF TOP EQUIPMENT SHALL BE INSTALLED TO

CONCRETE WALL.

5. REMOVE ALGAE OR ORGANIC MATTER FROM THE INTERIOR SURFACE OF

REFER TO REFERENCE DRAWING SET FOR ADDITIONAL INFORMATION.4.

RUST AND CORROSION.

REMOVE LOOSE RUST, PRIME, AND PAINT RUSTED METAL DECK TO PREVENT 3.

REMOVAL AND REPLACEMENT.

OF ANY FORM OF DETERIORATION TO THE METAL DECK THAT REQUIRES

VERIFY EXISTING CONDITIONS OF THE METAL ROOF DECK AND INFORM COR 2.

DISCIPLINE.

COORDINATE ROOF PENETRATIONS WITH MECHANICAL AND PLUMBING 1.

D A

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

S A

Y L

O R

S A

Y L

O R

-C A

S H

E E

T -2

-0

-2

-S

L U

C G

A T

E -A

-1

.d g n

A-501

A16

SHEET KEYNOTES

PROVIDE AND INSTALL LOUVERED PENTHOUSE.7.

ELEVATIONS.

DEMOLISH AND REPLACE SEALANT AROUND GLASS BLOCK. SEE ALSO 6.

ROOF SCUPPER.

REPLACE CLOSED CELL ELASTOMERIC PIPE INSULATION PLUG AT EXISTING 5.

ROOFING MEMBRANE.

4. REMOVE AND REINSTALL ROOF VENTILATOR, AFTER THE INSTALLATION OF

POLYISOCYANURATE INSULATION. SEE DETAILS SHEET A-501.

INCLUDING; WITH NEW SINGLE PLY ROOF MEMBRANE OVER (R-15) MIN

DECK. ROOF DECK TO REMAIN. PROVIDE NEW REMOVABLE ROOF SECTION

MEMBRANE, INSULATION, WOOD BLOCKING, DOWN TO ROOF THE ROOF

3. DEMOLISH EXISTING ROOF REMOVABLE ROOF SECTION, INCLUDING THE

DETAILS SHEET A-501.

ROOF MEMBRANE OVER (R-15) MIN POLYISOCYANURATE INSULATION. SEE

EXISTING ROOF DECK. ROOF DECK TO REMAIN. PROVIDE NEW SINGLE PLY

2. DEMOLISH EXISTING ROOF MEMBRANE & ROOF INSULATION, DOWN TO

DETAIL K12/ A-501.

1. DEMOLISH EXISTING ROOF DRAIN AND PROVIDE NEW ROOF DRAIN, SEE

28'-4"

SCALE: 1/4" = 1'0"

CONTROL TOWER OPERATING HOUSE - ROOF PLAN

SCALE: 1/4" = 1'0"

CONTROL TOWER OPERATING HOUSE - FLOOR PLAN

NORTH

PLAN

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

NORTH

PLAN

16'-0"

A-501

S L O P E

/4 '0

S L O P E

/4 '0

P E

1/ 4"

1' 0"

P E

1/ 4"

1' 0"

S L

O P

LEGEND

RD = ROOF DRAIN

EL 913.00

BRIDGE

SERVICE

EL 913.00

FLOOR

V A

E Y

V A

E Y

V A

LLE

V A

LLE

11'-0"

S L

O P

A-501

K12

A-501

C11

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

L B

W W

O R

D E

T A

A-501

M S

E N

L B

S A

Y L

O R

F .A

D U

R O

J A

SLUCGATE

E K

S p e c if ic W o rk

S A

Y L

O R

S A

Y L

O R

-C A

S H

E E

T -2

-0

-2

-S

L U

C G

A T

E -A

-5

.d g n

D S

E C

C R

E E

N .d s c ri p t

P D

E C p d f.

p lt c fg

D A

T E

-J

U L

-2

E R

F O

O T

S L

O P

E V

A R

T O

F O

R M

SCALE: NTS

DOWNSTREAM PRAPET WALL NEW WORK

OPENING

12" SQUARE

SCALE: NTS

ROOF VENTILATOR CURB NEW WORK

SCALE: NTS

ROOF AT HATCH NEW WORK

C11

SCALE: NTS

EAST AND WEST PARAPET WALL NEW WORK

SHEET KEYNOTES

EXISTING PARAPET SLEEVE.

28. PROVIDE NEW CLOSED CELL ELASTOMETRIC PIPE INSULATION TO PLUG THE

27. PROVIDE STRUCTRAL SUPPORT AND ANCHORAGE FOR PENTHOUSE LOUVER.

26. METAL FLASHING SLOPED TO ALLOW PROPER DRAINAGE.

25. LOUVERED PENTHOUSE SEE MECHANICAL SHEET.

3' MIN. OVERLAP.24.

PROJECTIONS WILL BE PERMITTED.

OPTION. ALL SURFACES SHALL BE SMOOTH - NO SHARP EDGES OR

WALL. PROVIDE 6" ROUND OR 6" SQUARE OPENING AT CONTRACTORS

EXISTING OVERFLOW SCUPPER: CORE DRILL EXISTING CONCRETE PARAPET 23.

3/16"x1" FLAT GALV. STEEL COMPRESSION BAR ALL AROUND OPENING.22.

MASTIC.21.

FEMALE THREADS.20.

UNDER DECK CLAMP.19.

EXISTING ROOF VENTILATOR 18.

CLAMPING RING.17.

EXISTNG WOOD NAILER CURB AND ROOF DECK CONTRUCTION.16.

15. CONTINUOUS WATER BLOCK SEALANT.

14. ROOFING MANUFACTURERS CONTINUOUS TERMINATION BAR.

13. EXPANSION ANCHORS @ 12" O.C MAX.

DO NOT ADHERE EPDM MEMBRANE TO TUBING.

12. CONTINOUS 3 1/2" DIA. CLOSED CELL TUBING WITH 1 1/2" WALL THICKNESS.

11. EXISTING METAL ROOF DECK.

10. EXISTING PARAPET.

9. 1/2" THICK COVER BOARD.

8. LAP SEALANT.

7. SPLICING CEMENT.

6. PROVIDE NEW CONTINUOUS RUBBER FASTENING STRIP.

MAX.

5. PROVIDE NEW PRESSURE TREATED WOOD BLOCKING NAILED AT 4" CENTER

ROOF DRAIN.4.

3. PROVIDE NEW R-15 TAPERED POLYISOCYANURATE ROOF INSULATION.

PROVIDE NEW R-15 POLYISOCYANURATE ROOF INSULATION.2.

EPDM ROOFING MEMBRANE

DEMOLISH ENTIRE EXISTING EPDM ROOF MEMBRANE AND PROVIDE NEW 1.

5 22

REMOVABLE ROOF SECTION

SCALE: NTS

K12

SCALE: NTS

ROOF DRAIN

12681

PENTHOUSE LOUVER @ REMOVABLE ROOF

A16

SCALE: NTS

FLASHING STRIP.

5. LOCATE DRAIN SO AS NOT TO INTERFERE WITH CONTINUOUS EPDM

ROOFING IS IN PLACE.

REMOVE WEATHERPROOFING AND RE-INSTALL VENTILATOR AFTER NEW

VENTILATOR. TEMPORARILY WEATHERPROOF RELATED ROOF OPENNG.

TEMPORARILY REMOVE STORE AND PROTECT EXISTING SHEET METAL 4.

COROSION.

PREP AND PRIME AND PAINT RUSTED METAL DECK, TO PREVENT RUST AND 3.

REMOVAL AND REPLACEMENT.

OF ANY FORM OF DETERIORATION TO THE METAL DECK THAT REQUIRES

VERIFY EXISTING CONDITIONS OF THE METAL ROOF DECK AND INFORM COR 2.

HATCH.

FIELD VERIFY EXISTING CONDITIONS ON ROOF AND DIMENSIONS OF ROOF 1.

GENERAL SHEET NOTES

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

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O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N E

C O

M P

L E

T E

A S

S E

M B

L Y

S L

E G

A T

M E

T R

S-101

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-1 .d g n

ISOMETRIC - SLUICE GATE AND LOWER SHEAVE ASSY - UPSTREAM

SCALE: 3/4"=1'-0"

A11

ISOMETRIC - SLUICE GATE AND LOWER SHEAVE ASSY - DOWNSTREAM

SCALE: 3/4"=1'-0"

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

N/ASLUICE GATE - EMERGENCY1S-101-A1

N/ASLUICE GATE - SERVICE3S-101-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

S-505-H16 S-505-H9

S-505-H1

S-505-L9

S-505-L1

S-504-A1-L

S-504-D1-L

S-504-D2-R

S-504-A1-R

S-504-G1

S-504-K1

S-509-A1-L

S-509-A1-R

S-509-G1-R

S-508-A1

S-509-G1-L

S-506-A7

S-509-D1

S-506-K1

S-503-A1

GUIDE SHOE SHIM PACK

GUIDE SHOE

REMOVABLE DEBRIS PLATE TYP

SINGLE STEM J-TYPE SIDE SEAL - RIGHT

SEAL BACKING PLATE - SIDE - RIGHT

SEAL CLAMP BAR - SIDE - RIGHT

SEAL CLAMP BAR - TOP

SEAL BACKING PLATE - TOP

SEAL CLAMP BAR - SIDE - LEFT

SEAL BACKING PLATE - SIDE - LEFT

HORIZONTAL SHIM PACK - SIDES

HORIZONTAL SHIM PACK - CENTERVERTICAL SHIM PACK - TOP

VERTICAL SHIM PACK - CENTER TYP

VERTICAL SHIM PACK - BOTTOM

SLUICE GATE TAG

SINGLE STEM J-TYPE TOP SEAL

SINGLE STEM J-TYPE CORNER SEAL - LEFT

SINGLE STEM J-TYPE CORNER SEAL - RIGHT

SINGLE STEM J-TYPE SIDE SEAL - LEFT

SEAL BACKING PLATES. SEE S-505 DETAILS.

VERTICAL SHIM PACKS ARE TYPICAL TO THE LEFTHAND AND RIGHTHAND SIDE 2.

MECHANICAL PARTS.

SEE SRVCMACH AND EMERMACH VOLUMES FOR LOWER SHEAVE ASSEMBLY 1.

GENERAL SHEET NOTES

GATE ROLLER ASSEMBLY TYP

SRVCMACH -

M-510-A1

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

E W

E L

D M

E N

M E

T R

S-102

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-1 .d g n

ISOMETRIC - SLUICE GATE WELDMENT - UPSTREAM VIEW

SCALE: 3/4"=1'-0"

A11

ISOMETRIC - SLUICE GATE WELDMENT - DOWNSTREAM VIEW

SCALE: 3/4"=1'-0"

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

S-503-D1

S-505-A1

S-501-F13

S-501-F9

S-501-F1

S-507-A11

S-502-A1

S-505-D1

S-501-A1

S-503-G1

S-501-A5

S-503-K1

S-504-M1

S-501-A17

S-501-F5

S-502-A9

NOTE: UPSTREAM PLATE SHOWN TRANSPARENT FOR CLARITY NOTE: DOWNSTREAM PLATE SHOWN TRANSPARENT FOR CLARITY

OUTER SHEAVE STIFFENER

TOP LIFTING STIFFENER

DOGGING LUG STIFFENER

DOGGING LUG PLATE

CENTER SHEAVE STIFFENER

TOP STIFFENER

MIDDLE STIFFENER TYP

BOTTOM STIFFENER

BOTTOM LIFTING STIFFENER

UPSTREAM PLATE

DOWNSTREAM PLATE

VERTICAL WEB

TOP HORIZONTAL WEB

HORIZONTAL WEB TYP

ROLLER GUIDE (SEAL SIDE)

ROLLER GUIDE (RECESS SIDE)

GATE KNIFE

SHEAVES PAN

S-501-X1

(NOT SHOWN)

LIFTING SHACKLE

(NOT SHOWN)

LIFTING SHACKLES-501-X1

S-501-A13

S-501-A9

SUBMIT FOR APPROVAL PER SPECIFICATION 05 59 20.

REMOVAL ONLY. PROVIDE FOUR LIFTING SHACKLES FOR INSTALLATION,

OF THE PLATES AFTER FABRICATION, DURING INSTALLATION, AND FUTURE

DESIGN FOR LIFTING STIFFENERS ARE ONLY FOR HANDLING IN-PLANE LOADS 1.

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

P L

A N

S-103

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

SCALE: 1" = 1'-0"

PLAN - SLUICE GATE

FLOW

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-1 .d g n

0 1' 2'6"

C L

S-201

A13

S-201

S-202

A12

S-202

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

E L

E V

A T

S-201

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-2 .d g n

ELEVATION - SLUICE GATE

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

S-301

A10

S-301

G10

S-301

G15

1/4

CJPCJP

CJP

CJP3 3/8 " 3 3/8 " 3 3/8 " 3 3/8 "

1/4

ELEVATION - SLUICE GATE

3/4"=1'-0" 2'0 1' 4' A13

ELEVATION - SLUICE GATE

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

4 1/2 "

THEORETICAL CENTER OF GRAVITY

5/16

PJP

5/16

PJP

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

N E

A N

T E

D S

P L

J O

S L

E G

A T

E L

E V

A T

S-202

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

ASTM A709 GR 50 FOR EACH SKIN PLATE CANNOT BE ACQUIRED.

SEE 05 59 20 FOR SPLICE PLAN APPROVAL IF FULL SHEETS OF 1.

GENERAL SHEET NOTES

D A

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-2 .d g n

ELEVATION - SLUICE GATE - ANTICIPATED SPLICE JOINTS - DOWNSTREAM

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

LEGEND

ANTICIPATED SPLICE JOINT

A12

ELEVATION - SLUICE GATE - ANTICIPATED SPLICE JOINTS - UPSTREAM

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

E L

E V

A T

S-203

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

PER SPECIFICATION 05 59 20 PRIOR TO INSTALLATION.

SINGLE STEM J-TYPE SEAL SPLICES TO BE SHOP-VULCANIZED 1.

GENERAL SHEET NOTES

D A

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-2 .d g n

ELEVATION - SLUICE GATE

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

S302

A10

S-302

ELEVATION - SLUICE GATE

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

M-510-A1

TYP

ASSEMBLY

ROLLER

SRVCMACH -

Ø 3/4" GUIDE SHOE BOLTS TYP

TYP

SEAL PLATE BOLTS

Ø 3/4" COUNTERSUNK

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

S E

C T

S-301

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-3 .d g n

SECTION - VERTICAL

1"=1'-0"SCALE:

A10

SECTION - HORIZONTAL

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

F L

O W

FLOW

10'-9 1/4 "

G10

SECTION - GUSSET

1"=1'-0"SCALE: 0 1' 2'6" G15

SECTION - LIFTING LUG

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

1'-3 13/16 "

C L

2'-3 13/16 "2'-8"2'-8"2'-3 13/16 " C L

C L

4'-11 1/8 "2 3/4 " 4'-11 1/8 " 2 3/4 "

C L

CJP

5/16

TYP

5/16

TYP

5/16

TYP

5/16

TYP

5/16

TYP

5/16

TYP

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

E S

E A

L S

S E

C T

S-302

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-3 .d g n

SECTION - TOP SEAL

SCALE: 1" = 1"

A10

SECTION - SIDE SEALS

SCALE: 1" = 1"

SEAL CENTERLINE DIMENSIONS.

SEE SHEET S-510 CONTROL DIMENSIONS AND TOLERANCES FOR J - TYPE 1.

GENERAL SHEET NOTES

C L

SEAL BACKING PLATE

SHIM PACK

SEAL CLAMP BAR

SINGLE STEM J - TYPE SEAL

1/16" GAP

0 1" 2"1/2" 0 1" 2"1/2"

DOWNSTREAM PLATE

TOP HORIZONTAL WEB

C L

DOWNSTREAM PLATE

SEAL BACKING PLATE

SHIM PACK

SEAL CLAMP BAR

SINGLE STEM J - TYPE SEAL

8'-9 1/2"

KNIFE EDGE

BOTTOM OF

OF J-BULB

CENTERLINE

S-504-G1

S-509-D1

S-509-H1

S-504-K1

S-504-D1

S-505-H16

S-509-A1

S-504-A1

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

C O

N T

R O

L T

O W

E R

S L

E G

A T

E S

P O

L K

C O

U N

T Y

S A

Y L

O R

L E

L A

K E

D E

S M

E S

E R

B A

J O

E G

A T

E A

S S

E M

B L

D E

T A

S-501

C S

C H

U M

A C

H E

C A

M P

B E

S A

Y L

O R

K Z

E L

L E

SLUCGATE

E K

T E

-J

U L

-2

A E

C p d f.

p lt c fg

D S

E C

C R

E E

N .d s c ri p t

S p e c if ic W o rk

A Y

L O

A Y

L O

R -C

A D

H E

E T

-2 -0

-2

-S

L U

C G

A T

E -S

-5 .d g n

ASTM A709 GR 50DOGGING LUG STIFFENER2S-501-F13

ASTM A709 GR 50DOGGING LUG PLATE2S-501-F9

ASTM A709 GR 50CENTER SHEAVE STIFFENER1S-501-F5

ASTM A709 GR 50OUTER SHEAVE STIFFENER2S-501-F1

ASTM A709 GR 50TOP LIFTING STIFFENER2S-501-A17

ASTM A709 GR 50BOTTOM STIFFENER1S-501-A13

ASTM A709 GR 50BOTTOM LIFTING STIFFENER2S-501-A9

ASTM A709 GR 50MIDDLE STIFFENER21S-501-A5

ASTM A709 GR 50TOP STIFFENER3S-501-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

PROVIDED QUANTITIES ARE PER GATE.1.

GENERAL SHEET NOTES

SCALE: 3"=1'-0"

S-501-A1

6"0 3" 1' A5

S-501-A5

6"0 3" 1' A9

S-501-A9

A13

S-501-A13

A17

S-501-A17

6"0 3" 1' 6"0 3" 1' 6"0 3" 1'

1/ T Y P O

/4 T

Y P O

S-501-F1

S-501-F5

6"0 3" 1' 6"0 3" 1'

11 13/16 "

1/ T Y P

11 13/16 "

1/ T

Y P O

1 3/8 "

4 7/16 "

6 13/16 "

9 5/16 "

2 1/2 " TYP O

F 4

1/4 " T Y P O

11 1/4 "

6 13/16 "

10 5/16 "

11 13/16 "

6 13/16 "

11 1/4 "

8 3/4 "

6 13/16 "

/2 " T

Y P O

/2 " T

Y P O

2 3/8 "

6 13/16 "

8 3/4 "

11 1/4 "

2 1/16 " 7 11/16 "

7 11/16 "2 1/16 "

11/16 "

SCALE: 3"=1'-0"

S-501-F9 6"0 3" 1'

F13

S-501-F13…

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File details come from the government source that posted it. Updated Jul 27, 2023.