A02.LD_14_Solicitation_Drawings.pdf

PDF 23 MB Posted Jun 1, 2017

Attached to: Lock and Dam 14 Guide wall Repairs Federal contract opportunity
Solicitation number: W912EK-17-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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sOLICITATION DRAWINGS

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Other files attached to Lock and Dam 14 Guide wall Repairs, newest first.
File	Type	Posted
17-B-0008_Bid_Summary_Sheet.pdf	PDF	Jul 12, 2017
W912EK-17-B-0008-00004.pdf	PDF	Jun 29, 2017
W912EK-17-B-0008-0003.pdf	PDF	Jun 27, 2017
W912EK-17-B-0008-0002.pdf	PDF	Jun 26, 2017
W912EK-17-B-0008-0001,_gradation_curve.pdf	PDF	Jun 9, 2017
A02.LD_14_Reference_Drawings.pdf	PDF	Jun 1, 2017
A22.W912EK-17-B-0008_FINAL.pdf	PDF	Jun 1, 2017
A02.LD_14_Existing_Conditions.pdf	PDF	Jun 1, 2017

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A N

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LOCK AND DAM 14

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GUIDEWALL REPAIRS

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W912EK-17-B-0008

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SOLICITATION

Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

of Engineers

US Army Corps

DATE

DATEDATE

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®of Engineers

US Army Corps of Engineers

US Army Corps

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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

Sheet ID

MAY 2017

B5ECDRLM

Typewritten Text

18 MAY 17

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TITLE OF DRAWINGREF. NO.

SHEET

TITLE OF DRAWINGREF. NO.

SHEET

GENERAL NOTES AND LEGEND

INDEX OF DRAWINGS

COVER SHEET

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ELECTRICAL PHOTOS

ELECTRICAL DETAILS

UPSTREAM TOW HAULAGE UNIT AREA

DOWNSTREAM GUIDEWALL PLAN

UPSTREAM GUIDEWALL PLAN

ELECTRICAL LOCK PLAN

ELECTRICAL NOTES

OPTION B - HANDRAIL DETAILS

OPTION B - PLAN - RIVER WALL HANDRAIL REPLACEMENT

OPTION A - HANDRAIL DETAILS

OPTION A - PLAN - LAND WALL HANDRAIL REPLACEMENT

DETAILS - HANDRAIL

DETAILS - US PLATFORM

DETAILS - DS PLATFORM

DETAILS - WALL ARMOR

DETAILS - CHECKPOST

ENLARGED PLAN - US PLATFORM

ENLARGED PLAN - DS PLATFORM

SECTIONS

SECTIONS - US PLATFORM

SECTIONS - DS PLATFORM

SECTIONS

SECTIONS - DEMOLITION

PLAN - NEW WORK - MONOLITH NOS. 19-21

PLAN & ELEVATION - NEW WORK - MONOLITH NOS. 1-11

PLAN & ELEVATION - NEW WORK - MONOLITH NOS. 59-54

PLAN & ELEVATION - DEMOLITION - MONOLITH NOS. 19-21

PLAN & ELEVATION - DEMOLITION - MONOLITH NOS. 1-11

PLAN & ELEVATION - DEMOLITION - MONOLITH NOS. 59-54

GENERAL STRUCTURAL NOTES

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YARDYD

QUANTITYQTY

TYPICALTYP

TOP OF STEELTOS

TOP OFT.O.

TEMPERATURETEMP

UTILITYUTIL

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

UNIFIED FACILITIES CRITERIAUFC

BETWEENBTWN

BTM BOTTOM

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

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

ANCHOR BOLTAB

DOWELDWL

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEMOLISH OR DEMOLITIONDEMO

DOUBLEDBL

DEFORMED ANCHOR STUDDAS

DEPTHD

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 STRUCTURAL MEMBER(E)

FOOTINGFTG

FOOTFT

FRAMINGFR

FACE OF WALLFOW

FACE OF BUILDINGFOB

FOUNDATIONFND

FLOORFLR

FINISHFIN

FLOOR DRAINFD

FRACTURE CRITICAL MEMBERFCM

CONCRETE COMPRESSIVE STRENGTHf'c

GYPSUM BOARDGYP

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

GRADE BEAMGB

GALVANIZEDGALV

GAUGEGA

JOINTJT

JOISTJST

JUNCTION BOXJBOX

KIPS PER SQUARE INCHKSI

LOCATIONLOC

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

LINEARLIN

LEFT HANDLH

POUND(S)LB, LBS OR #

NOT TO SCALENTS

NOMINALNOM

NUMBERNO OR #

NOT IN CONTRACTNIC

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

SYMMETRICALSYM

STRUCTURALSTRUCT

STEELSTL

STIFFENERSTIFF

STANDARDSTD

SQUARE YARDSQ YD

SQUARESQ

SPECIFIEDSPEC'D

SPECIFICATION(S)SPEC

SPACE(S)SP

SLEEVE ANCHORSLV ANCH

SEALANTSLNT

SIMILARSIM

SHEETSHT

SQUARE FOOTSF

SECTIONSEC

SCHEDULESCHED

RIGHT HAND OR ROOF HATCHRH

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RECESSEDREC

UNIT

REINFORCED CONCRETE MASONRYRCMU

RADIUSR OR RAD

VERIFY IN FIELDVIF

VERTICALVERT

WELDED WIRE REINFORCEMENTWWR

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

SYMBOLS

AT@

ISOLATION JOINTISO JNT

INTERIORINT

INCHIN.

INSIDE FACEI.F.

INSIDE DIAMETERID

INSULATED CONCRETE FORMSICF

INTERNATIONAL BUILDING CODEIBC

IN ACCORDANCE WITHIAW

CUBIC YARDCY

COUNTERSINKCTSK

COUNTERBORECTB

CORROSION RESISTANT STEELCRES

CONTRACTING OFFICERCOR

CONTINUE OR CONTINUOUSCONT

CONSTRUCTION JOINTCONST. JT.

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEAR, -ANCECLR

CENTER LINE

CJP COMPLETE JOINT PENETRATION

CONTROL/CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

C L

MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MAN HOLEMH

MANUFACTURERMFR

MEMBRANEMEMB

MECHANICALMECH

MAXIMUMMAX

MATERIALMATL

MANUALMAN

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

HEADERHDR

HEADED ANCHOR BOLTHDAB

HEADED CONCRETE ANCHORHCA

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INDICATES REMOVAL OF CONCRETE

INDICATES PLACEMENT OF CONCRETE

INDICATES AN AREA OF GRASS

INDICATES GRANULAR SURFACE

GENERAL NOTESLEGEND

DRAWING SET REFERENCE

SHEET NUMBER WITHIN DRAWING SET

DRAWING SET

S-101

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SPECIFICATIONS.

AREAS WITH LEAD BASED PAINT SHALL BE CONDUCTED IN ACCORDANCE WITH

LEAD BASED PAINT IS PRESENT ON THE EXISTING CORNER ARMOR. ALL WORK ON 12.

COMPLY WITH NFPA 70, THE NATIONAL ELECTRICAL CODE.

ALL TEMPORARY AND PERMANENT ELECTRICAL REQUIREMENTS SHALL 11.

ARMOR IS CUT.

ALL VERTICAL SURFACES WHERE ARMOR IS PRESENT TO ENSURE

ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON

REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN

A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE10.

STRESS.

COFFERDAM ACTING IN A LOCATION SO AS TO PROVIDE MAXIMUM

OF THE COFFERDAM AND ICE LOAD OF 5 KIPS/LINEAL FOOT OF

LOADING ON THE COFFERDAMS SHALL INCLUDE WATER TO THE TOP

TAKEN TO SEAL COFFERDAMS ON DETERIORATED CONCRETE SURFACES.

BE SEPARATE FROM FORMING. NECESSARY PRECAUTIONS SHALL BE

FOR APPROVAL TO THE CONTRACTING OFFICER. COFFERDAMS MUST

CONCRETE SHALL BE DESIGNED BY THE CONTRACTOR AND SUBMITTED

COFFERDAMS AS REQUIRED FOR THE REMOVAL AND REPLACEMENT OF9.

NOTED.

ALL ELECTRODES SHALL BE E70xx; LOW HYDROGEN, UNLESS OTHERWISE

CHECKPOST............................................................................AWS D1.5 / D1.5M

STRUCTURAL WELDING CODE, EXCEPT FOR THE FOLLOWING ITEMS:

WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY, AWS D1.1 / D1.1M8.

SHEAR. ALL ANCHORS AND NUTS SHALL BE GALVANIZED.

WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE

CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH

NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED

UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL

AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH

MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION

DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE

SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS7.

INDICATES TO REUSE EXISTING.

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"6.

AND MATERIAL FABRICATION.

CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION

BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR

ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD5.

TO CONDUCT LOCK OPERATIONS.

CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL

TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,

CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING

CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.

THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE4.

THE LOCKMASTER.

QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY

USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL

THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY3.

NOT PRINTED TO SCALE.

REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE

DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY

CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE

FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY2.

IN ACCORDANCE WITH THE SPECIFICATIONS.

GOVERNMENT UTILITIES WILL BE MADE AVAILABLE TO THE CONTRACTOR1.

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GENERAL NOTES

0 200'SCALE : 1"=100'-0" 100'A1

SITE PLAN

PICNIC SHELTER, TYP

SHOP

MAINTENANCE

ENTRY GATE

AUXIL

ARY L

OCK

MAIN LOCK

STATION

CONTROL

CENTRAL

AREA

RECREATION

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FLOW

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TOWER

PARKING LOT

GOVERNMENT

STORAGE YARD

GOVERNMENT

SEE NOTE 9

AREA

PUBLIC USE

CONTRACTOR STAGING AREA

SEE NOTE 10.

FLEETING AREA.

CONTRACTOR

ACCESS

ROAD

6 SPOTS

CONTRACTOR PARKING

WORK SHOWN ON THIS SHEET IS FOR BASE BID ONLY. THERE ARE TWO OPTIONS FOR HANDRAIL REPLACEMENT.12.

BLACK STENCILED LETTERING AT A MINIMUM OF 6" HIGH.

OPEN TO PUBLIC" AND PLACE IN LOCATION SHOWN AND AS DIRECTED BY C.O.R. SIGN SHALL BE PAINTED WHITE AND HAVE

CONTRACTOR SHALL INSTALL A TEMPORARY 4'x4' SIGN DURING THE DURATION OF THIS CONTRACT STATING "SMITH ISLAND 11.

FLEETING OPERATIONS.

AREA IS THRU THE AUXILIARY LOCK. CONTRACTOR SHALL GIVE GOVERNMENT 2 DAYS NOTICE TO MOVE THE BRIDGE FOR

ONLY. CONTRACTOR WILL NOT BE ALLOWED USE OF THIS AREA OUTSIDE OF THOSE TIME FRAMES. ACCESS TO THE FLEETING

CONTRACTOR MAY USE FLEETING AREA 15 DAYS PRIOR TO THE CLOSURE PERIOD AND 15 DAYS AFTER THE CLOSURE PERIOD 10.

THIS AREA.

THE PUBLIC USE AREA SHALL NOT BE USED BY THE CONTRACTOR FOR OPERATIONS, INCLUDING THE BOAT RAMP LOCATED IN 9.

OF THE RIVER WALL UNACCESSIBLE.

FLEETING AREA ACCESS IS SUBJECT TO FLOW AND WATER ELEVATION CONDITIONS. HIGH WATER CAN MAKE THE LEDGE AREA 8.

USED FOR MATERIAL STORAGE ONLY PROVIDED THAT THE TOWER, ANTENNA, AND GUY WIRES ARE PROPERLY FLAGGED.

THE AREA AROUND THE TOWER CONTROL BUILDING, MICROWAVE TOWER, AND SINGLE SIDE BAND LOAD ANTENNA MAY BE 7.

OPERATIONS.

CONSTRUCTION ACTIVITIES ARE COMPLETE. TREES SHALL ALSO BE PROTECTED FROM OVERHEAD ACTIVITIES SUCH AS CRANE

WILL BE ALLOWED WITHIN THE FENCED AREAS. THE FENCES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL ALL

ERECTED AT THE DRIP LINE AROUND ALL TREES (UNLESS INDICATED OTHERWISE) AND NO ACTIVITY, STORAGE, OR OTHER USE

IN WRITING BY THE CONTRACTING OFFICER'S REPRESENTATIVE. A FOUR FOOT HIGH ORANGE PLASTIC FENCE SHALL BE

ALL TREES AND BUSHES SHALL BE PROTECTED FROM DAMAGE UNLESS SHOWN TO BE REMOVED OR APPROVAL FOR REMOVAL 6.

ALL DISTURBED GRASS AREAS SHALL BE RE-GRADED THEN RE-SEEDED PER THE SPECIFICATIONS UNLESS NOTED OTHERWISE.5.

AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN THIS ROAD THROUGHOUT THE CONTRACT.

DURING NON-CLOSURE PERIODS. THE ROAD FROM THE AUXILIARY LOCK TO LOCK & DAM NO. 14 SHALL BE CLEAR AND USABLE

CONSTRUCTION ACTIVITIES AT LE CLAIRE BASE, OPERATIONS OF THE AUXILIARY LOCK, AND OPERATION OF LOCK & DAM NO. 14

THE CONTRACTOR WILL CONDUCT ITS OPERATION IN A MANNER THAT MINIMIZES INTERFERENCE WITH NORMAL AND 4.

THE CONSTRUCTION SITE.

THE ENTRY GATE INTO THE MAIN PARKING LOT IS NORMALLY CLOSED ON. SEE SPECIFICATIONS FOR CONTRACTOR ACCESS TO 3.

CONTRACTING OFFICER'S REPRESENTATIVE.

THE CONTRACTOR'S PARKING AND STAGING PLAN SHALL BE AS SHOWN ON THIS SHEET AND AS COORDINATED WITH THE 2.

THE CONTRACTING OFFICER'S REPRESENTATIVE.

GATES. ACCESS TO THE SITE VIA THE ILLINOIS SIDE OF THE DAM WILL NOT BE ALLOWED UNLESS APPROVED IN WRITING BY

AND ACROSS THE AUXILIARY LOCK BRIDGE. PEDESTRIANS CAN CROSS THE AUXILIARY LOCK OVER THE AUXILIARY MITER

FRONTAGE ROAD (LEASED AND MAINTAINED BY THE CORPS) OFF OF U.S. 67 THRU THE MAIN PARKING LOT OF LECLAIRE BASE

AND WIDTH RESTRICTIONS, AND OTHER CHARACTERISTICS OF THE SITE. LAND BASED ACCESS TO THE SITE IS VIA THE

THE CONTRACTOR IS ADVISED TO VISIT THE SITE PRIOR TO BIDDING AND BECOME FAMILIAR WITH POSSIBLE ROUTES, HEIGHT 1.

CONTRACTOR TRAILER AREA

W E

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BRIDGE

LOCK ACCESS

AUXILIARY

GATES

LOCK MITER

AUXILIARY

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GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES

(STAINLESS STEEL), SEE SPECIFICATIONS.

ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL13.

THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED12.

TREATMENT FROM MANUFACTURER/FABRICATOR.

CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,

ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED11.

AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED.

ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND10.

CONTACT.

" FILLET WELD ALONG ALL EDGES OF THE8

1A CONTINUOUS

BE SUBMERGED SHALL BE SEALED WATERTIGHT BY RUNNING

STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO9.

DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL8.

APPROVAL.

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS 7.

ELECTRODES.

CORROSION RESISTING STEEL SHALL BE MADE WITH CRES

AWS D1.1-06 USING E70XX ELECTRODES, ALL WELDS ON

ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF6.

FABRICATION.

COATED IN ACCORDANCE WITH ASTM A123 AFTER

WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE5.

DESIGNATED AS BEARING-TYPE CONNECTIONS.

ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE

BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER UNO.4.

SHALL BE BOLTED UNLESS OTHERWISE NOTED.

SPECIFICALLY DETAILED OTHERWISE. FIELD CONNECTIONS

SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS3.

(* Fy BASED ON 0.2% OFFSET STRAIN)

(Fy IS THE MINIMUM YIELD STRENGTH)

Fy = 42 KSI*ASTM A276 TYPE 304F. CRES:

ASTM F3125E. HIGH-STRENGTH BOLTS:

Fy = 55 KSIASTM F1554 GRADE 55D. ANCHOR RODS:

Fy = 36 KSIASTM A36C. SHAPES/PLATES:

Fy = 35 KSIASTM A53 GRADE BB. PIPE:

Fy = 50 KSIASTM A992A. W-SHAPES:

SHALL MEET THE FOLLOWING REQUIREMENTS:

UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.

FOURTEENTH EDITION.

ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.

ADHESIVE ANCHOR NOTES

ADHESIVE ANCHOR NOTES (cont.)

SEE SPECIFICATIONS FOR REQUIREMENTS.

AS SPUDDING BARGES, CONCRETE DEMOLITION AND DEBRIS REMOVAL.

HYDRAULIC AND AIR PIPING FROM CONTRACTOR OPERATIONS SUCH

THE CONTRACTOR SHALL PROVIDE MEANS TO PROTECT THE EXISTING 11.

FOR NECESSARY PLAN OR GRADE CHANGES.

ANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION

CONSTRUCTION. CONTRACTOR SHALL NOTIFY IF ANY DISCREP-

TION. THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO

FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC-

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE10.

THAT MAY EFFECT THE COMPLETION OF THIS WORK.

OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER9.

EQUIPMENT.

HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL

AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE SLEEVES OR

SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION

UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR8.

AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED7.

NGVD 1929 DATUM.

AS (X'-X") REFERENCED TO THE REFERENCE ELEVATION,

ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED6.

COMPLETION OF THE PROJECT.

SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS

SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING, ITS

RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND

THE DRAWINGS IS COMPLETED. IT IS THE CONTRACTOR'S SOLE

STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND5.

REFERENCED.

DITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR

SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CON-

TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE

TION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF

IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUC-

WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO

DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY4.

NING WORK IN AREAS THAT WILL BE AFFECTED.

DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGIN-

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.

FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS

OTHER DRAWINGS. COORDINATE THE WORK OF OTHER

USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.

THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND1.

50 DEGREES FARENHEIT.

ANCHOR INSTALLATION SHALL BE AT LEAST

CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE8.

21 DAYS.

INSTALLATION SHALL HAVE A MINIMUM AGE OF

CONCRETE AT THE TIME OF ADHESIVE ANCHOR7.

ADHESIVE ANCHOR INSTALLATION.

STRENGTH OF 2,500psi AT THE TIME OF

NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE6.

ASSEMBLIES SHALL CONFORM TO ASTM A615, GRADE 60.

REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS5.

ANCHOR ASSEMBLIES SHALL BE AS NOTED ON THE DRAWINGS.

ALL-THREADED ROD TO BE USED IN ADHESIVE4.

ԏuncr = 1670 psi UNCRACKED CONCRETE BOND STRESS:b.

ԏcr = 805 psi CRACKED CONCRETE BOND STRESS:a.

USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:

BOND STRESS WERE ASSUMED FOR THE DESIGN

ANCHORS, THE FOLLOWING MINIMUM VALUES FOR

APPENDIX D OF ACI 318-11. FOR ADHESIVE

ANCHORAGE DESIGN IS IN ACCORDANCE WITH 3.

PROPERLY CLEANING THE DRILLED HOLE.

ALL MANUFACTURER RECOMMENDED SUPPLIES FOR

EXTENSION TUBE, A DISPENSING GUN, AND

THE NEW ADHESIVE, A CLEAN MIXING NOZZLE,

THE SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO,

SHALL BE SUPPLIED AS AN ENTIRE SYSTEM.

THE ADHESIVE ANCHORS SELECTED2.

ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY.

CRITERIA FOR QUALIFICATION OF POST-INSTALLED

RECENTLY PUBLISHED ACI 355.4, ACCEPTANCE

CONFORM TO THE REQUIREMENTS OF THE MOST

POST-INSTALLED ANCHORAGE TO CONCRETE SHALL

THE ADHESIVE ANCHOR SYSTEM USED FOR1.

LICENSED DESIGN PROFESSIONAL.

HARDENED, SOUND CONCRETE, UNLESS PERMISSED BY THE

BENT AFTER BEING ADHESIVELY EMBEDDED IN

REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE20.

AND REPLACED AT THE CONTRACTOR'S EXPENSE.

FULL ADHESIVE CURE SHALL BE CONSIDERED DAMAGED

THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE

ANCHORS SHALL BE INSTALLED PERPENDICULAR TO

CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS,

IN-PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE

INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED19.

OTHER COATINGS.

CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR

ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE18.

THE ADHESIVE DURING CURING.

TO VERTICALLY OVERHEAD LOCATIONS TO PREVENT LOSS OF

ANCHORS AT THE SURFACE SHLL BE SEALED AT HORIZONTAL

SPECIFIED DEPTH. WHERE NECESSARY, SPACES AROUND

FOLLOWED BY INSERTION AND ROTATING THE ANCHOR TO THE

HOLE AND WITHDRAWN AS ADHESIVE IS INJECTED,

EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE

SHALL BE DISPENSED THROUGH A TUBE OR CARTRIDGE

UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE17.

CLEANING.

THAT THE HOLE HAS BECOME CONTAMINATED AFTER INITIAL

ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE

THE HOLE WAS JUST DRILLED, IF IN THE OPINION OF THE

A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING16.

IS INSTALLED.

PROTECTED FROM CONTAMINATION UNTIL THE ADHESIVE

DRILLED AND CLEANED ANCHOR HOLES SHALL BE15.

ADHESIVE INJECTION, AS REQUIRED BY THE MPII.

ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO14.

ROTARTY IMPACT HAMMER DRILL OR ROCK DRILL.

ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A13.

VACUUMS, WRENCHES, ETC.

BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP

NOT LIMITED TO, DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES,

REQUIRED TO INSTALL THE ADHESIVE ANCHOR INCLUDING, BUT

THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT12.

PRINTED INSTALLATION INSTRUCTIONS (MPII).

IN ACCORDANCE WITH THE MANUFACTURER'S

INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED

ACCORDANCE WITH THE SPECIFICATIONS. POST-

PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN

ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED11.

MANUFACTURER.

SERVICE TEMPERATURE RANGED RECOMMENDED BY THE

ADHESIVES SHALL BE STORED AND INSTALLED AT THE 10.

STICK-OUT SHALL BE 6".

EMBEDMENT DEPTH SHALL BE 1'-6" AND MINIMUM

INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM

PARTICULAR ANCHOR OR GROUP OF ANCHORS BEING

AS SHOWN ON THE DRAWING OR DETAIL FOR THE

(STICK-OUT) FROM THE CONCRETE SURFACE SHALL BE

EMBEDMENT DEPTH AND ANCHOR PROJECTION 9.

M R

S -0 x x x .d g n

L O

C K A

N D D

A M

G U

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A L L R

E P

CONTRACTING OFFICER.

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE

INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL

SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS

PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE6.

OTHERWISE.

STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS, UNLESS NOTED

ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE5.

" UNLESS NOTED OTHERWISE.4

ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED4.

PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND MAINTAINED SECURELY IN

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,3.

SURFACES.

GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL

" THICK JOINT FILLER MATERIAL WHERE SLABS ON2

1PROVIDE 2.

TRACTOR SHALL BE IN ACCORDANCE WITH ACI 318.

(ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE CON-

INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE

WITH THE PROVISIONS OF THE AMERICAN CONCRETE

ALL CONCRETE CONSTURCTION SHALL BE IN ACCORDANCE1.

A S S

H O

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2 3

4 5

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US Army Corps of Engineers

US Army Corps

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REINFORCEMENT NOTES

CONCRETING RESPECTIVELY.

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.

FORCING BARS.

CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.

ACI 301, ACI 315, AND ACI 318A.

CRETE SHALL BE GOVERNED BY THE LATEST REVISIONS OF:

FABRICATION, AND PLACING OF REINFORCING BARS AND CON-

UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,15.

THE DRAWINGS.

DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A14.

SHALL COMPLY WITH ACI 318 PARAGRAPH 12.14.3.

UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT13.

CONTRACTING OFFICER.

CONSTRUCTABILITY AND APPROVED BY THE

SPLICES MAY BE MADE WHERE ESSENTIAL FOR

SHALL BE BASED ON THE SMALLER BAR BEING LAPPED.

WITH THE TABLE SHOWN ON THIS SHEET. SPLICE LENGTHS

REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE12.

EMBEDDED LENGTH CANNOT BE OBTAINED.

SHEET. PROVIDE HOOKS IF THE REQUIRED STRAIGHT

SHALL BE IN ACCORDANCE WITH THE TABLE SHOWN ON THIS

REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS11.

CONTRACTING OFFICER.

CONCRETE IS NOT ALLOWED IF APPROVED BY THE

FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN10.

SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.

AND ENBEDMENT LENGTHS ARE SHOWN IN THE TABLE ON THIS

FOR REINFORCED CONCRETE (ACI 318-11)". MINIMUM SPLICE

BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS

SPLICES AND ANCHORAGE FOR REINFORCEMENT BARS SHALL9.

CONTRACTING OFFICER.

DRAWINGS OR AS OTHERWISE APPROVED BY THE

BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE8.

OFFICER.

BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED7.

CONTINUOUS ACROSS EXPANSION JOINTS.

CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE

REINFORCEMENT SHALL BE CONTINUOUS ACROSS 6.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.5.

FORCEMENT.

2.5 TIMES THE MAXIMUM DIAMETER OF THE REIN-2.

AGGREGATE.

1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE1.

IN NO CASE SHALL THE COVER BE LESS THAN:B.

SURFACES EXPOSED TO ABRASION............................6"5.

ATION.................................................................................4"

UNFORMED SURFACES IN CONTACT WITH FOUND-4.

EQ TO OR GREATER THAN 24" IN THICKNESS............4"3.

GREATER THAN 12" AND LESS THAN 24" THICK.........3"2.

12" OR LESS IN THICKNESS...........................................2"1.

FORMED AND SCREEDED SURFACES:A.

BE:

REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR4.

CONCRETE AND COMMENTARY."

TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM3.

INSTITUTE.

NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE2.

(FY = 60,000 PSI).

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 601. PER ACI 318-11

TABLE OF REINFORCEMENT EMBEDMENTS AND SPLICES

2.54 TO 3.81

3.81 TO 6.35

2.26 TO 3.38

3.38 TO 5.64

2.82 TO 4.23

4.23 TO 7.05

7.05 AND ABOVE

TOP BARSOTHER BARS

CONCRETE COMPRESSIVE STRENGTH:

REINFORCING YIELD STRENGTH:

1 1/2 TO 2 1/4

2 1/4 TO 3 3/4

1 1/4 TO 1 7/8

1 7/8 TO 3 1/8

2 TO 3

3 TO 5

1 3/4 TO 2 5/8

2 5/8 TO 4 3/8

0.20 3d

1 1/2 AND ABOVE

2 1/2 AND ABOVE

3/4 TO 1 1/8

(IN.)(IN.)(INCHES) (IN.)(IN.)(IN.) (IN.)(IN.)

1 1/2 TO 2 1/2

1 1/8 TO 1 1/2

1 TO 1 1/2#4

0.11

1/2

3/8

16 12

3 1/8 AND ABOVE

3 3/4 AND ABOVE

1.56

5.64 AND ABOVE

6.35 AND ABOVE

4 3/8 AND ABOVE

5 AND ABOVE

0.31

0.44

#10

#11

1.00

1.27

0.60

0.79

5/8

1.13

1.27

3/4

7/8

1.41

2 3

(IN. )

2 3

SIZE

BAR

CENTER BAR SPACING

MIN. CENTER TO

LENGTH

EMBEDMENT

MINIMUM

(d)

DIA.

(A)

AREA

LENGTH

SPLICE

CLASS 'A'

LENGTH

SPLICE

CLASS 'B'

LENGTH

EMBEDMENT

MINIMUM

LENGTH

SPLICE

CLASS 'A'

LENGTH

SPLICE

CLASS 'B'

4500 psi

60 ksi

MULTIPLIED BY 1.2.

LESS THAN 3d OR CLEAR SPACING LESS THAN 6d. ALL OTHER EPOXY COATED BARS SHALL BE

MULTIPLY LENGTHS SHOWN BY 1.5 (1.3 FOR TOP BARS) FOR EPOXY COATED BARS W/ COVER5.

IS CAST BELOW THE REINFORCEMENT.

TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE4.

STRESS IN THE BARS.

CLASS 'B' LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM 3.

AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.

SAME LOCATION OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT

CLASS 'A' LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE2.

LENGTHS BASED ON ACI 318-11, SECTION 12.2.3.

TABLE 'A' PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE1.

TABLE NOTES:

L E

S S T

H A

K N

E S

C O

N C

R E

T E S

E C

N E

Q U

A L T

O O

A N

D L

E S

S T

H A

K N

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C O

N C

R E

T E S

E C

N G

R E

A T

E R T

H A

G R

E A

T E

R T

H A

K N

E S

C O

N C

R E

T E S

E C

N E

Q U

A L T

O O

NEW CONCRETE

EXISTING CONCRETE

FACE OF CONCRETE

SECONDARY REINFORCEMENT

3" MIN (TYP)

MINIMUM CLEAR COVER

SCALE : NO SCALE

G E

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S T

A .0

S T

A .0

S T

A .0

L E

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CC C

ELEVATION

PLAN

S T

A .0

S T

A .5

EL. 549.0

S T

A .0

M J

S T

A .0

M J

L N

E W C

P C S

T A .5

64 63 62 60

EL. 577.5

C P U

L L

B O

L E

G L

A .0

L E

G C

T A .0

L E

G C

P C S

T A .0

S T

A .0

S T

A .0

S T

A .0

S T

A .0

L E

G C

M J

L N

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CC S

T A .5

S T

A .0

M J

S T

A .0

M J

L N

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P C S

T A .5

64 63 62 60 59

S T

A .0

L E

G C

T A .0

L E

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P C

S T

A .0

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

P L

A N E

L E

V A

L O

C K A

N D D

A M

G U

E W

A L L R

E P

M O

N O

H N

O S -5

5455 5358

5455 53

S T

A .0

PERIMETER OF SHELTER

HANDRAIL AROUND

REMOVE EXISTING

S-303

REMOVE EXISTING BENCH

REMOVE EXISTING SHELTER

LOWER POOL

VARIES

S T

A .0 b

L E

G L

FLOW

3'-6"

S T

A .0

M J

S T

A .0

M J

C S T

A .0

S T

A .5

C L E

G L

A D

D E

L M

O O

G H

O O

K S

S T

A .0

M J

S T

A .0

M J

C S T

A .0

S T

A .5

C L E

G L

A D

D E

L M

O O

G H

O O

K S

S-301

C3 S-301

C S T

A .0

H O

O K

L M

O O

A .5

L E

G L

A D

D E

CC S

T A .0

L E

G L

S-302

MOORING HOOKS

REMOVE EXISTING

MOORING HOOKS

REMOVE EXISTING

O F R

R A

P R

E M

O V

L OF NEW PLACEMENT AREA.

RIPRAP WITHIN 100' DOWNSTREAM

BLEND UNIFORMLY WITH EXISTING

MOVE EXISTING 400LB RIPRAP TO

W E

K -1

-B -0

A S S

H O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-102

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

M R

S -1 x x x .d g n

ELEVATION

PLAN

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

S T

A .5

E N

D O

F K

E V

E L

S T

A .0

P L

A N E

L E

V A

L O

C K A

N D D

A M

G U

E W

A L L R

E P

N O

H N

O S -1

D E

M O

125101112

EL. 549.0

EL. 577.5

FLOW

7 6

M J

C S T

A .0

L M

O O

G H

O O

K S

S T

A .0

L M

O O

G H

O O

K S

C L E

G L

A D

D E

L E

G C

P C S

T A .0

L E

G C

P C S

T A .0

L E

G C

P C C S

T A .0

L E

G L

G C

P C L E

G L

A D

D E

R C S

T A .5

S T

A .0

S T

A .0

S T

A .0

S T

A .0

S T

A .A

S T

A .0

S T

A .0

S T

A .0

S T

A .0

M J

C S T

A .0

L M

O O

G H

O O

K S

C S T

A .0

L M

O O

G H

O O

K S

C L E

G L

A D

D E

L E

G C

P C S

T A .0

L E

G C

P C S

T A .0

L E

G C

P C C S

T A .0

L E

G L

G C

P C L E

G L

A D

D E

R C S

T A .5

S T

A .0

S T

A .0

S T

A .0

S T

A .0

S T

A .A

S T

A .0

S T

A .0

S T

A .0

S T

A .5

E N

D O

F K

E V

E L

S-302

S-301

A5C

AND 10' x 10' x 6" SLAB

REMOVE EXISTING SHELTER

MOORING HOOK

REMOVE EXISTING

MOORING HOOK

REMOVE EXISTING

REMOVE EXISTING HANDRAIL

UPPER POOL

EL. VARIES

A S S

H O

W N

W E

K -1

-B -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-103

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -1 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

M O

N L

H N

O S -2

P L

A N E

L E

V A

0 4' 16'8'SCALE : 1/8"=1'-0"C1

PLAN

0 4' 16'8'SCALE : 1/8"=1'-0"A1

ELEVATION

M J

20 19

S T

A .0

M J

S T

A .0

S T

A .0

L O

C K A

N D D

A M

G U

E W

A L L R

E P

M O

L E

G C

P C

L E

G C

P C

EL. 577.5

EL. 547.5

S-301

"4 37'-7

S T

A .0

S T

A .0

S T

A .0

S-301

" EXISTING SHELTER

REMOVE & REINSTALL

19'-10"

'-5

6" SIDEWALK

REMOVE EXISTING

SHEET KEYNOTES

ELECTRICAL DUCT BANK.

CONDUITS AND SEE SHEET E-104 FOR COORDINATION WITH

LOCATION REQUIREMENT FOR CONCRETE EMBEDDED

POST INSTALLATION. SEE SHEET E-001 FOR CONDUIT

OF THE CONCRETE DEMOLITION FOR THE NEW CHECK

DUCT BANK H WHICH EXISTS IN THIS AREA IN THE VICINITY

PERFORM LOCATON AND PAINT MARKING OF EMBEDDED 2.

ELECTRICAL SHEET E-104.

CONDUITS) WHICH MAY EXIST UNDER THIS SIDE WALK. SEE

PERFORM LOCATION OF UNDERGROUND UTILITIES (I.E. 1.

EL. VARIES

UPPER POOL

A S S

H O

W N

W E

K -1

-B -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

S-511-B3

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-110

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

M R

S -1 x x x .d g n

S T

A .0

S T

A .0

S T

A .0

L E

G C

M J

L N

E W C

CC C

ELEVATION

PLAN

S T

A .5

EL. 549.0

S T

A .0

M J

S T

A .0

M J

L N

E W C

P C S

T A .5

64 63 62 60

EL. 577.5

C P U

L L

B O

L E

G L

A .0

L E

G C

T A .0

L E

G C

P C S

T A .0

S T

A .0

S T

A .0

S T

A .0

S T

A .0

L E

G C

M J

L N

E W C

CC S

T A .5

S T

A .0

M J

S T

A .0

M J

L N

E W C

P C S

T A .5

64 63 62 60 59

S T

A .0

L E

G C

T A .0

L E

G C

P C

S T

A .0

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

P L

A N E

L E

V A

L O

C K A

N D D

A M

G U

E W

A L L R

E P

N O

H N

O S -5

5455 5358

5455 53

S T

A .7

LOWER POOL

S T

A .0 b

L E

G L

S T

A .0

M J

S T

A .0

M J

C S T

A .0

S T

A .5

C L E

G L

A D

D E

L M

O O

G H

O O

K S

S T

A .0

M J

S T

A .0

M J

C S T

A .0

S T

A .5

C L E

G L

A D

D E

L M

O O

G H

O O

K S

S-311

A1 S-310

C S T

A .0

H O

O K

L M

O O

A .5

L E

G L

A D

D E

CC S

T A .0

L E

G L

S-315

N E

W W

O R

R A

P P

L A

C E

M E

N T

S-401

A1S T

A .5

TYP

EXISTING ARMOR, TYP

TYP3

SHELTER PLATFORM

NEW LOCKMANS

S T

A .0

M J

S-305

EL. VARIES

ADJACENT RIPRAP

RIPRAP INTO EXISTING

BLEND NEW 650LB

W E

K -1

-B -0

A S S

H O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

S-511-B3

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-111

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

M R

S -1 x x x .d g n

ELEVATION

PLAN

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

T A .5

E N

D O

F K

E V

E L

S T

A .0

P L

A N E

L E

V A

L O

C K A

N D D

A M

G U

E W

A L L R

E P

N O

H N

O S -1

1125101112

EL. 549.0

EL. 577.5

FLOW

7 6

M J

C S T

A .0

L M

O O

G H

O O

K S

S T

A .0

L M

O O

G H

O O

K S

C L E

G L

A D

D E

L E

G C

P C S

T A .0

L E

G C

P C C S

T A .0

L E

G L

A D

D E

R C S

T A .5

S T

A .0

S T

A .0

S T

A .A

S T

A .0

S T

A .0

S T

A .0

S T

A .0

M J

C L E

G L

A D

D E

L E

G C

P C S

T A .0

L E

G C

P C C S

T A .0

L E

G L

A D

D E

R C S

T A .5

S T

A .0

S T

A .0

S T

A .A

S T

A .0

S T

A .0

S T

A .0

S T

A .5

E N

D O

F K

E V

E L

S -3 05C

S-311

C1C

S-402

SHELTER PLATFORM

NEW LOCKMANS

M J

S T

A .0

M J

S T

A .0

S T

A .0

A S

T A .0

N E

W W

O R

ARMOR, TYP

EXISTING

10'-0"

PERIMETER OF NEW SLAB

NEW HANDRAIL AROUND

NEW SLAB

S-331

S T

A .5

L O

C K

M A

N S S

H E

L T

E R P

L A

T F

O R

UPPER POOL

EL. VARIES

UPPER POOL

DAM WALL.

100' ALONG CENTERLINE FROM

NEW 650LB RIPRAP TO BE PLACED

W E

K -1

-B -0

A S S

H O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -1 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-112

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -1 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

M O

N L

H N

O S -2

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

M J

S T

A .0

S T

A .0

L O

C K A

N D D

A M

G U

E W

A L L R

E P

"4 37'-7

PLAN

L N

E W C

S T

A .5

14'-0"

66'-0"

'-0

T Y P

EXISTING DRIVE NEW DRIVE

NEW SIDEWALK

C1 S-330

A4 S-330

A1 S-330

C4 S-

TYP

4'-0"

N E

W W

O R

A1 S-310

A3 S-310

P L

A N

SLOPE TO DRAIN

S L O

P E T

O D

R A

ELEVATION

CONCRETE

EXISTING

MATCH

CONCRETE PAD

POLE AND

EXISTING FLAG

W E

K -1

-B -0

'-0

53'-0"±

A S S

H O

W N

SOLICITATION

T Y

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

A N

S I

D p w \M

V R -A

P P

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \B

R G u id e w a ll R e p a ir s \P la n S e ts \S h e e ts \B

R S -3 x x x .d g n

B E

C D

M A

.T .S

S-301

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -3 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

L O

C K A

N D D

A M

G U

E W

A L L R

E P

REVIEW

D E

M O

EL. 577.5

LOWER POOL

VARIES

EL. 575.5

2'-9"

EL. 574.5

3" SAW CUT

5'-0"2'-6"

AT REMOVAL LINE.

CUT ELECTRICAL CONDUITS

WALKWAY

CANTILEVERED

2'-3"

SECTION

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

2'-9"

EL. 577.5

EL. 574.5

5'-0"

3" SAW CUT

SECTION

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

SECTION

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

EL. 577.5

EL. 574.5

5'-0"

CHECK POST

REMOVE EXISTING

3" SAW CUT

2'-9"

APPROX. 570.0

EL. VARIES

MOORING HOOK

PERIMETER OF

6" SAW CUT AROUND

MOORING HOOK

PERIMETER OF

6" SAW CUT AROUND

MOORING HOOK

PERIMETER OF

6" SAW CUT AROUND

AT CONCRETE LINE

CUT MOORING HOOK

AT CONCRETE LINE

CUT MOORING HOOK

AT CONCRETE LINE

CUT MOORING HOOK

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

OF ARMOR

BACK CORNER

3" SAW CUT AT

W E

K -1

-B -0

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-302

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -3 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

L O

C K A

N D D

A M

G U

E W

A L L R

E P

STEEL FRAME AND GRATING

REMOVE EXISTING STRUCTURAL

SHELTER

REMOVE EXISTING

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

D E

M O

SECTION

GENERAL SHEET NOTES

10'-0"

EXISTING GRADE (TYP OF 2)

AND COMPACT WITH SOIL TO

BELOW THE GROUND. FILL

CONCRETE FOOTINGS 48"

REMOVE EXISTING 14"x14"

REMOVE EXISTING SLAB

SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. 2.

GOVERNMENT.

ALL HANDRAIL FITTINGS SHALL REMAIN PROPERTY OF THE 1.

REMOVE EXISTING SHELTER

REMOVE EXISTING HANDRAIL

FLUSH WITH CONCRETE.

TO LOCK WALL. GRIND ANCHORS

REMOVE EXISTING CONNECTION

A S S

H O

W N

W E

K -1

-B -0

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-303

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -3 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

L O

C K A

N D D

A M

G U

E W

A L L R

E P

APPROX. GROUND LINE

EL. 570.0

EL. 556.0

D E

M O

0 2' 4' 8'SCALE : 1/4"=1'-0"A1

SECTION

'-0

DOWNSTREAM OF REPAIR AREA

EXISTING 400LB RIPRAP WITHIN 100'

PLACE IN UNIFORM THICKNESS OVER

REMOVE EXISTING 400LB RIPRAP AND

A S S

H O

W N

W E

K -1

-B -0

SOLICITATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D p w \M

V R -A

P P

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \1

L o c k D a m

L e C la ir e \B

R G u id e w a ll R e p a ir s \P la n S e ts \S h e e ts \B

R S -3 x x x .d g n

B E

C D

M A

S-305

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -3 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

L O

C K A

N D D

A M

G U

E W

A L L R

E P

LOWER POOL

EL. VARIES

EXISTING GROUND

EL. 570

'-0

1.5

5'-0"

BOTTOM OF LOCK WALL

EL. 449

BEDROCK

EL. 556

TOP OF GUIDEWALL

EL 577.5

8'-0"

0 4' 8'SCALE : 3/16"=1'-0" 12'A1

SECTION

0 4' 8'SCALE : 3/16"=1'-0" 12'C1

SECTION

'-0

1'-0" MINIMUM

COARSE BEDDING

NEW 650LB RIPRAP

EXISTING ROCK BERM WITH 400LB RIPRAP

NEW 650LB RIPRAP

MAIN CHANNEL

8'-0" NOMINAL

1'-0" MINIMUM

FINE BEDDING

'-0

REQUIREMENTS.

BEDDING STONE

ACCOMMODATE NEW

GRADE EXISTING SLOPE TO

EL. 578.0±

A S S

H O

W N

W E

K -1

-B -0

SOLICITATION

EL. VARIES

UPPER POOL

ROCK BERM

TOP OF EXISTING

UPPER POOL

EL. VARIES

EL. 562.0±

PLACEMENT

BOTTOM OF ROCK

GENERAL SHEET NOTES

AREAS FOR VERIFICATION.

DATA OF BOTH UPSTREAM AND DOWNSTREAM GUIDEWALL

CONTRACTOR SHALL PROVIDE HYDROGRAPHIC SURVEY

GUIDEWALLS WHICH MAY IMPEDE NAVIGATION.

THEORETICAL LINE OF THE UPSTREAM/DOWNSTREAM

NO RIPRAP SHALL BE PLACED OUTSIDE OF THE 1.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S-510-C1

S-511-A1

S-510-A1

S-511-B1

S-510-C1

S-511-A1

S-510-A1

S-511-B1

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-310

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

SECTION

JOINT

(3) #10x4'-0"

(TYP OF 20)

#8 ANCHORS

N C

H O

R S

3" SAW CUT

(3) #10

#6B @ 12

#8 ANCHORS

2'-6" 5'-0"

1'-4"

"2 11'-8" 1'-0"

WALKWAY

CANTILEVERED

EL. 577.5

EL. 574.5

3" SAW CUT

(3) #10

#6B @ 12

#8 ANCHORS

1'-4"

"2 11'-8"

EL. 477.5

EL. 574.5

1'-0"

"16 12'-9

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

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

M R

S -3 x x x .d g n

L O

C K A

N D D

A M

G U

E W

A L L R

E P

SECTION

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

5'-0"

"16 12'-9

(3) #10B BAR

JOINT (3) #10B BAR

(3) #10x4'-0"

JOINT

N C

H O

R S

CONCRETE HAS CURED

NON-SHRINK GROUT AFTER

FILL CHECKPOST WITH

CONCRETE HAS CURED

NON-SHRINK GROUT AFTER

FILL CHECKPOST WITH

#6 @12 (TYP)

#6B @ 12

" #6B

ELECTRICAL DRAWING.

INSTALL NEW CONDUITS. SEE

ELECTRICAL DRAWING.

INSTALL NEW CONDUITS. SEE

3" SAWCUT

(3) #10B BAR

A S S

H O

W N

W E

K -1

-B -0

SOLICITATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S-511-B3

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-311

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

M R

S -3 x x x .d g n

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

L O

C K A

N D D

A M

G U

E W

A L L R

E P

C T

N S

SECTION

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

(2) #6B ANCHORS

1'-0"

(2) #6B ANCHORS

1'-0"

A S S

H O

W N

W E

K -1

-B -0

SOLICITATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

S-515-C2

S-515-B1

S-515-A4

S-515-A5

S-515-C1

S-515-C3

S-516-A1

S-516-C1

S-516-B1

S-516-A1

S-516-B1S-515-B1 S-515-B1

S-515-C2 S-515-C2

S-515-A4

S-515-B1

S-515-C2

S-515-C3

S-515-C1

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-315

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

SECTION

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

M R

S -3 x x x .d g n

L O

C K A

N D D

A M

G U

E W

A L L R

E P

LOCK WALL

EXISTING

S-316

GENERAL SHEET NOTES

D S P

L A

T F

O R

L PLATFORMC

(SYMMETRICAL)

APPROX. EL. 570.5

EXISTING GROUND

APPROX. EL. 570.5

EXISTING GROUND

LOCK WALL

EXISTING

(4) #6 @ 90°

#4 B HOOP @ 12"

(4) #6 @ 90°

#4 B HOOP @ 12"

3" CLEAR, TYP

9'-0"

L FOOTING

S-316

4'-6"4'-6"

EPOXY GROUT.

ROD ANCHOR. EMBED 12" IN

" Ø A139 GALV. THREADED4

EPOXY GROUT.

ROD ANCHOR. EMBED 12" IN

" Ø A139 GALV. THREADED4

EL 577.5 EL. 577.5

8'-8"

L FOOTING

2'-0"Ø

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

W E

K -1

-B -0

DRAWINGS.

FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SHOP 2.

OF WALL.

INSTALL BRACING SUCH THAT GRATING IS FLUSH WITH TOP 1.

3" CLEAR, TYP

A S S

H O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

S-515-C1

S-515-C3

S-515-A5

S-515-C3

S-515-B1

S-515-C3

S-515-B1

S-515-C3

S-515-B1

S-516-C1

S-515-A5 S-516-A1

S-515-A4

S-515-B1

S-515-C1

S-516-A1

S-525-A1

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-316

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

SECTION

M R

S -3 x x x .d g n

L O

C K A

N D D

A M

G U

E W

A L L R

E P

SECTION

1/4

SCALE : NO SCALE

S P

L A

T F

O R

24" Ø FOOTING

EMBED 12" IN EPOXY GROUT, TYP

"Ø A193 GALV THREADED ROD.4

BOLTS, TYP

"Ø A325 GALV.4

EXISTING LOCK WALL

GRATING, TYP

(SYMMETRICAL)

L PLATFORM

9'-0"

4'-6"

2'1'0SCALE : 1"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

W E

K -1

-B -0

SADDLE TYPE C1

GRATING

AT EACH MEMBER

"Ø A325 GALV. BOLTS4

3(2)

AT EACH MEMBER

"Ø A325 GALV. BOLTS4

3(4)

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

THREADED ROD

"Ø A193 GALV4

GALV BOLTS

"Ø ASTM A3254

A S S

H O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

Sheet ID

S-521-C3

S-520-C1

S-520-A5

S-520-C2

S-521-A1

S-520-C3

S-521-B1

S-521-A5

S-520-A1

S-520-A1 S-520-A1

S-525-A1

S-521-A4

S-520-C1 S-520-C1

S-521-B1

S-521-A1 S-521-A1

S-520-C3 S-520-C3

S-521-A5S-521-A5

A N

S I

D m v r-a p p w p lt \P

W iC

S S h a re

R S -3 x x x .d g n

M V

R -A

P P

W P

L T

A T

S-320

M R

R O

C K I S

L A

N D

R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

C L

P I

E R B

A S

B A

N D

E R

S O

M B

R O

W N

B J

O N

E S

S E

C T

N S

SECTION

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

M R

S -3 x x x .d g n

L O

C K A

N D D

A M

G U

E W

A L L R

E P

2'-6"

GENERAL SHEET NOTES

S-321

LOCK WALL

EXISTING

S-321

U S P

L A

T F

O R

W E

K -1

-B -0

DRAWINGS.

FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SHOP 2.

OF WALL.

INSTALL BRACING SUCH THAT GRATING IS FLUSH WITH TOP 1.

L PLATFORMC

(SYMMETRICAL)

C L

S-321

4'-0"

6'-0"

UPPER POOL

VARIES

UPPER POOL

VARIES

EPOXY GROUT.

ANCHOR. EMBED 12" IN

"Ø A193 THREADED ROD 4

EPOXY GROUT.

ANCHOR. EMBED 12" IN

"Ø A193 THREADED ROD4

EXISTING LOCK WALL

"4 31'-53'-6""4

31'-5

2'-0"4'-0"

A S S

H O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L…

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File details come from the government source that posted it. Updated Nov 14, 2017.