Drawings_(Attachment_2).pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

PITTSBURGH DISTRICT

ALLEGHENY RIVER BASIN

CROOKED CREEK LAKE

REPLACE GATE OPERATING MACHINERY

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CERTIFIED FINAL DOCUMENTS

MAY 2019

W911WN19B8008

/s/ JEANINE HOEY, P.E.

/s/ JOESPH W. PREMOZIC, P.E.

/s/ JOHN E. NITES, P.E.

31 MAY 2019

31 MAY 2019

31 MAY 2019

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CERTIFIED FINAL DOCUMENTS

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THE NEXT GATE IF MULTIPLE AWARDABLE OPTIONS ARE EXERCISED.

CONTRACTOR MUST COMPLETE ALL WORK ON THE SPECIFIC GATE BEFORE STARTING WORK ON4.

PROJECT STAFF SEE SPECIFICAITONS FOR DETAILS.

SHALL COORDINATE NEEDED GATE/BULKHEAD PLACEMENT WITH CONTRACTING OFFICER AND

OPERATING MACHINERY FOR GATE AND BULKHEAD PLACEMENT OPERATIONS. THE CONTRACTOR

GOVERNMENT PERSONNEL ARE THE ONLY PERSONNEL AUTHORIZED TO OPERATE THE EXISTING3.

WITH THE CONTRACTING OFFICER AND PROJECT STAFF. SEE SPECIFICATION FOR DETAILS.

THE OVERHEAD HOIST. THE CONTRACTOR SHALL COORDINATE ALL LIFTING OPERATIONS

GOVERNMENT PERSONNEL ARE THE ONLY PERSONNEL AUTHORIZED PERSONNEL TO USE2.

LEGACY ELEVATION TO EQUAL CURRENT NAVD88 (I.E. LEGACY 822.33-3.54=818.79 NAVD88).

ELEVATION TO CURRENT NAVD88 ONE SHOULD SUBTRACT 3.54 FEET FROM THE

CONSIDERED A "LEGACY" OR "PROJECT DATUM". TO CONVERT A LEGACY/PROJECT

ELEVATIONS ON REFERENCE DRAWINGS WITHOUT A NOTED DATUM SHOULD BE1.

GENERAL NOTES:

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REFERENCE DRAWINGS INDEX

FILE NAME DRAWING TITLE

038a.4-U1-4/9 FLOOR COVERING PLANS AND EXISTING OPENINGS

038a.4-U1-4/10 FLOOR COVERINGS ALUMINUM PLANK DETAILS

038a.4-U1-40/7.8 INTAKE SECTION NO. 1

038a.4-U1-40/12.5 INTAKE SECTIONAL PLAN NO. 3

038a.4-U1-41/1A.3 OPERATING HOUSE PLAN

038a.4-U1-41/4.3 OPERATING HOUSE DETAILS NO. 1

038a.4-U1-50/1 SLUICE GATE GENERAL PLAN

038a.4-U1-50/2.1 SERVICE SLUICE GATE ASSEMBLY

038a.4-U1-50/6.2 SERVICE SLUICE GATE SEAL AND PICK-UP

038a.4-U1-50/8.1 EMERGENCY SLUICE GATE ASSEMBLY

038a.4-U1-50/12.2 EMERGENCY SLUICE GATE SEAL AND PICK-UP

038a.4-U1-53/1.3 SERVICE BRIDGE SUPERSTRUCTURE NO. 1 AND PIER

038a.4-U1-55/1A.2 SLUICE GATE HOISTING MACHINERY GENERAL PLAN

038a.4-U1-56/1.5 ELECTRIC LIGHTING AND POWER SYSTEM NO. 1

038a.4-U1-56/3.3 ELECTRIC LIGHTING AND POWER SYSTEM NO. 3

038a.4-U1-57/1.1 OPERATING HOUSE CRANE GENERAL PLAN

038a.4-U1-65/3.4 MISCELLANEOUS METAL DETAILS NO. 1

88062D1 CONNECTIONS FOR ACROSS THE LINE STARTER FOR GATE HOIST

CONTRACT DRAWINGS INDEX

NUMBER

DWG

DRAWING TITLE

GENERAL

G-001 COVER SHEET

G-002 CONTRACT AND REFERENCE DRAWING INDEXES

G-003 STANDARD ABBREVIATIONS

G-104 CONTRACTOR WORK LIMITS PLAN

CIVIL

C-101 GATE OPERATING MACHINERY - WORK PLATFORM ALUMINUM PLANKING PLAN

C-602 GATE OPERATING MACHINERY - ALUMINUM PLANKING DETAILS

MECHANICAL

MD101 GATE OPERATING MACHINERY - OPERATING HOUSE FLOOR DEMOLITION PLAN

M-102 GATE OPERATING MACHINERY - OPERATING HOUSE FLOOR PLAN

M-303 GATE OPERATING MACHINERY - INTAKE TOWER SECTION

M-604 GATE OPERATING MACHINERY - MACHINERY LAYOUT

ELECTRICAL

E-101 GATE OPERATING MACHINERY - OPERATING HOUSE FLOOR ELECTRICAL PLAN

E-602 POWER ONE-LINE DIAGRAM

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STANDARD ABBREVIATIONS:

1P SINGLE POLE EA EACH LMC LATEX MODIFIED CONCRETE STIR STIRRUP

2P DOUBLE POLE EF EACH FACE, EXHAUST FAN LOC LOCATION STL STEEL

3P THREE POLE EJ EXPANSION JOINT LP LOWER POOL, LOW POINT, LIGHTING PANELBOARD STR STRAIGHT, STRUCTURAL

A AMP, AMBER EL, ELEV ELEVATION LS LIMIT SWITCH STR STL STRUCTURAL STEEL

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION ELB ELBOW LSL LONG SLOTTED HOLE SV, SOL SOLENOID VALVE

AB AIR BUBBLER ELEC, ELECT ELECTRICAL LT LIGHT, LEFT SW SWITCH

ABT ABOUT EM EMERGENCY LTG LIGHTING SWP SERVICE WATER PUMP

AC AIR CONDITIONING, ALTERNATING CURRENT EMB EMBEDDED LW, L/W LAND WALL SY SQUARE YARD

ACCU AIR CONDENSING UNIT EMT ELECTRICAL METALLIC TUBING M MOTOR, METER SYM SYMMETRICAL

ACE-IT ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY EQ EQUAL M-8 MIDDLE WALL MONOLITH NO. 8 T, XFMR TRANSFORMER

ACI AMERICAN CONCRETE INSTITUTE EQUIP EQUIPMENT MATL MATERIAL T/ TOP OF

AF AMP FRAME RATING ES EACH SIDE MAX MAXIMUM TB TERMINAL BLOCK

AFF ABOVE FINISHED FLOOR EST ESTIMATED MB/S MEGABYTE PER SECOND TEMP TEMPORARY

AGA AMERICAN GAS ASSOCIATION E-STOP EMERGENCY STOP MCC MOTOR CONTROL CENTER TF TOF FACE, TRENCH FLOOR

AHU AIR HANDLING UNIT ESV EMPTYING SOLENOID VALVE MDS MAIN DISCONNECT SWITCH TH THERMOSTAT

AIC AMPERE INTERRUPTING CAPACITY EV, E/V EMPTYING VALVE MECH MECHANICAL THK THICK

AIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS EW EACH WAY MFR MANUFACTURER TM TILTMETER

AISC AMERICAN SOCIETY OF STEEL & CONSTRUCTION EXH EXHAUST MH MANHOLE TOC TOP OF CONCRETE

ALT ALTERNATE EXIST EXISTING MIL ONE THOUSANDTH OF AN INCH TOG TOP OF GRATING

ALUM ALUMINUM EXP EXPANSION MIN MINIMUM TOR TOP OF ROCK

APPROX APPROXIMATELY EXT EXTERIOR MISC MISCELLANEOUS TOS TOP OF STEEL

ARCH ARCHITECTURAL F FUSE, DEGREES FAHRENHEIT MJ MONOLITH JOINT, MECHANICAL JOINT TP TILT PLATE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS F/F FACE TO FACE MK MARK TRANS TRANSVERSE

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS FA FIRE ALARM MONO MONOLITH TS TRAFFIC SIGNAL

ASSY ASSEMBLY FB FUSE BOX MTD MOUNTED TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS F'C 28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI MTL METAL TYP TYPICAL

AT AMP TRIP RATING FCM FRACTURE CRITICAL MEMBER MTS MANUAL TRANSFER SWITCH UFC UNIFIED FACILITIES CRITERIA

ATS AUTOMATIC TRANSFER SWITCH FD FLOOR DRAIN MW, M/W MIDDLE WALL UH UNIT HEATER

AUX AUXILIARY FF FAR FACE N NORTH, NITROGEN, NEUTRAL UL UNDERWRITERS LABORATORIES

AVG AVERAGE FH FLAT HEAD NAVD NORTH AMERICAN VERTICAL DATUM UNC UNIFIED NATIONAL COARSE

AW AIR WHISTLE FIXT FIXTURE NC NORMALLY CLOSED UNO UNLESS OTHERWISE NOTED

AWG AMERICAN WIRE GAGE FL FLOODLIGHT NEC NATIONAL ELECTRICAL CODE UP UPPER POOL

AWS AMERICAN WELDING SOCIETY FLG FLANGE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UPS UNINTERRUPTIBLE POWER SUPPLY

AWWA AMERICAN WATER WORKS ASSOCIATION FLR FLOOR NF NOT FUSED, NEAR FACE US, U/S UPSTREAM

B TO B BACK TO BACK FM FLOATING MOORING, FORCE MAIN NFPA NATIONAL FIRE PROTECTION ASSOCIATION USACE UNITED STATES ARMY CORPS OF ENGINEERS

B.S. BLACK STEEL FMB FLOATING MOORING BITT NGS NATIONAL GEODETIC SURVEY USLW UPSTREAM LAND WALL

B/ BOTTOM OF FO FIBER OPTIC NGVD NATIONAL GEODETIC VERTICAL DATUM USMW UPSTREAM MIDDLE WALL

BKR BREAKER FRP FIBER REINFORCED POLYMER NIC NOT IN CONTRACT USRW UPSTREAM RIVER WALL

BL BASELINE FS FAR SIDE NO NUMBER, NORMALLY OPEN UT ULTRASONIC TESTING

BLDG BUILDING FSV FILLING SOLENOID VALVE NOM NOMINAL V VOLTS

BLK BLACK FT FOOT, FEET NPT NATIONAL PIPE THREAD VAC VOLTS ALTERNATING CURRENT

BLU BLUE FU FUSE NS NEAR SIDE VCP VITRIFIED CLAY PIPE

BM BEAM FV, F/V FILLING VALVE NTRL, N NEUTRAL VDC VOLTS DIRECT CURRENT

BOT BOTTOM Fy YIELD STRENGTH NTS NOT TO SCALE VERT VERTICAL

BRG BEARING G, GRD GROUND O/O OUT TO OUT VFD VARIABLE FREQUENCY DRIVE

BRN BROWN GA GAUGE OC ON CENTER VOIP VOICE OVER INTERNET PROTOCOL

BSV BLOCKING SOLENOID VALVE GAL GALLON OD OUTSIDE DIAMETER W WATTS, WIDTH, WATER, WEST, WHITE

BT BENT GALV GALVANIZED ODOT OHIO DEPARTMENT OF TRANSPORTATION W/ WITH

BTU BRITISH THERMAL UNITS GEN GENERATOR OF OUTSIDE FACE W/OUT WITHOUT

BYP BYPASS GFE GOVERNMENT FURNISHED EQUIPMENT OL OVERLOAD WF WIDE FLANGE

C CONDUIT, DEGREES CELSIUS, CONDUCTOR GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER OPG OPENING WH WATER HEATER

C/C CENTER TO CENTER GFM GOVERNMENT FURNISHED MATERIAL OPP OPPOSITE WOF WELDED ON FEMALE INTERLOCK

CA COMPRESSED AIR GFRP GLASS FIBER REINFORCED POLYMER OPT OPTIONAL WOM WELDED ON MALE INTERLOCK

CAB CABINET GPM GALLONS PER MINUTE ORG ORANGE WP WATERPROOF, WEATHERPROOF, WORKING POINT

CAD COMPUTER-AIDED DRAFTING GR GRADE OF STEEL P POLE WT WEIGHT, TEE SECTION

CAHU CONDENSING UNIT GRS GALVANIZED RIGID STEEL PB PUSH BUTTON, PULL BOX WWR WELDED WIRE REINFORCEMENT

CAM CAMERA GTG GRATING PC PERSONAL COMPUTER, PIECE, PROTECTION CELL YD YARD

CAP CAPACITY GV GATE VALVE PENNDOT PENNSYLVANIA DEPARTMENT OF TRANSPORTATION YEL YELLOW

CAT CATALOG GWB GYPSUM WALL BOARD PF POWER FACTOR

CAT5 CATEGORY 5 CABLE H.D. HEAVY DUTY PH PHASE

CB CIRCUIT BREAKER HC HEATER CONTACTOR PL PLATE

C'BORE COUNTER BORE HD HEAD, HIGH DEFINITION PLC PROGRAMMABLE LOGIC CONTROLLER

CCTV CLOSED CIRCUIT TELEVISION HDG HOT DIP GALVANIZED PNL PANEL

CD COFFERDAM HDLS HEADLESS POS POSITIVE

CFM CUBIC FEET PER MINUTE HDPE HIGH DENSITY POLYETHYLENE POT POTENTIOMETER

CFRP CARBON REINFORCED POLYMER HEX HEXAGONAL PP POWER PANELBOARD

CG CENTER OF GRAVITY HH HANDHOLE PR PAIR

CI CAST IRON HID HIGH INTENSITY DISCHARGE PS POWER SUPPLY

CIP CAST-IN-PLACE, CAST IRON PIE HK HOOK PSC PRESTRESSED CONCRETE

CJ CONSTRUCTION JOINT HMI HUMAN MACHINE INTERFACE PSF POUNDS PER SQUARE FOOT

CJT CONTROL JOINT HML HIGH MAST LIGHTING PSI POUNDS PER SQUARE INCH

CKT CIRCUIT HOA, H-O-A HIGH-OFF-AUTOMATIC PSM POWER SUPPLY MODULE

CL CENTERLINE HORIZ HORIZONTAL PT PRESSURE TRANSDUCER

CLR CLEAR HP HORSEPOWER, HIGH POINT PTZ PAN TILT ZOOM

CMU CONCRETE MASONRY UNIT HPS HIGH PRESSURE SODIUM PVC POLYVINYL CHLORIDE

CO CLEANOUT HPU HYDRAULIC POWER UNIT PWR POWER

COAX COAXIAL HS HIGH STRENGTH QTY QUANTITY

COMM COMMUNICATION HSA HEADED STUD ANCHOR R, RAD RADIUS

CONC CONCRETE HT HEIGHT R/C RIVER CHAMBER

CONN CONNECTION HTR HEATER R-8 RIVER WALL MONOLITH NO. 8

CONST CONSTRUCTION HVAC HEATING, VENTILATING & AIR CONDITIONING RA RETURN AIR

CONT CONTINUOUS HW HOT WATER RECEP RECEPTACLE

COR CONTRACTING OFFICER'S REPRESENTATIVE HZ HERTZ REF REFERENCE

COV COVERAGE I/O INPUT/OUTPUT REINF REINFORCING

CPA CORNER PROTECTION TYPE A (HORIZONTAL) IC INCLINOMETER REQD REQUIRED

CPB CORNER PROTECTION TYPE B (VERTICAL) ICP INTERLOCK CONTROL PANEL RMG RELATIVE MOVEMENT GROUP

CPU CENTRAL PROCESSING UNIT ID INSIDE DIAMETER RR RAILROAD

CR CONTROL RELAY IE INVERT ELEVATION RT RIGHT, RADIOGRAPH TESTING

CS1, CS-1 CONTROL STATION NO. 1 IF INSIDE FACE RW, R/W RIVER WALL

CSK COUNTERSUNK IN INCH S SOUTH

CTR, CTRS CENTER, CENTERS INT INTERIOR SA SUPPLY AIR

CTRL CONTROL INV INVERT SAN SANITARY

CU FT, CF CUBIC FOOT JB, J. BOX JUNCTION BOX SCADA SUPERVISORY CONTROL & DATA ACQUISITION

CU YD, CY CUBIC YARD JT JOINT SCH SCHEDULE

CW COLD WATER K KIP (1 KIP = 1,000 LBS) SDR STANDARD DIMENSION RATIO

CWL CONTRACTOR WORK LIMITS KA KILOAMP SECT SECTION

CYL CYLINDER KCMIL ONE THOUSAND CIRCULAR MILS SEL SELECT

DC DIRECT CURRENT KSI KIPS PER SQUARE INCH SF SQUARE FOOT

DEG DEGREE KVA KILOVOLT AMPS SH, SHLD SHIELDED

DEMO DEMOLITION KW KILOWATT SHT SHEET

DI DUCTILE IRON L ANGLE SIM SIMILAR

DIA DIAMETER L/C LAND CHAMBER SJ CONTRACTION JOINT

DIAG DIAGONAL L/D LOCK AND DAM SL SLOPE

DIM DIMENSION L-8 LAND WALL MONOLITH NO. 8 SLS SEWAGE LIFT STATION

DIP DUCTILE IRON PIPE LA LIGHTING ARRESTOR SOL SOLENOID

DISC SW, DS DISCONNECT SWITCH LBS POUNDS SP SUMP PUMP, SPACE

DL DEAD LOAD LC LIGHTING CONTACTOR SPA SPACING

DN DOWN LCD LIQUID CRYSTAL DIODE SPD SURGE PROTECTIVE DEVICE

DP DEEP, DISTRIBUTION PANEL LCY LATCHING CYLINDER SPDT SINGLE POLE DOUBLE THROW

DPDT DOUBLE POLE DOUBLE THROW Ld DEVELOPMENT LENGTH SPEC SPECIFICATION

DPST DOUBLE POLE SINGLE THROW Ldh HOOK DEVELOPMENT LENGTH SQ SQUARE

DS, D/S DOWNSTREAM LDT LINEAR DISPLACEMENT TRANSDUCER SS STAINLESS STEEL, SAFETY SWITCH

DSLW DOWNSTREAM LAND WALL LED LIGHT EMITTING DIODE CLUSTER LAMP SSP SHEET PILE

DSMW DOWNSTREAM MIDDLE WALL LF LINEAR FEET SSPC STRUCTURAL STEEL PAINTING COUNCIL

DSRW DOWNSTREAM RIVER WALL LG LONG ST STL STAINLESS STEEL

DVR DIGITAL VIDEO RECORDER LIN LINEAR STA STATION

DWG, DWGS DRAWING, DRAWINGS LL LIVE LOAD STD STANDARD

DWP DEWATERING PUMP LLH LONG LEG HORIZONTAL STG CTRS STAGGERED CENTERS

E EAST LLV LONG LEG VERTICAL STIFF STIFFENER

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CONTRACTOR WORK LIMITS

11'-0" (SEE NOTE 1)

CONTROL TOWER

SERVICE BRIDGE

EXISTING SECURITY GATE

APPROACH

SERVICE BRIDGE

PARKING AREA

CONTRACTOR LAYDOWN AREA/

60' 120'0

SCALE: 1"=60'

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LEGEND:

CONTRACTOR WORK LIMITS

CONTRACTOR LAYDOWN/PARKING AREA

CONTRACTOR WORK LIMITS PLAN

1"=60'

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TO S.R

. 66

CROOKED CREEK DAM RD. (S

.R. 2

019)

AERIAL IMAGERY WAS TAKEN IN 2006.2.

APPROVED BY THE CONTRACTING OFFICER.

OBSTRUCTIONS TO THE ACCESS WAY MUST BE KEPT TO A MINIMUM AND

CROOKED CREEK DAM RD. (S.R. 2019) AND THE CONTROL TOWER.

CONTRACTOR MUST KEEP CLEAR AN 11'-0" WIDE ACCESS WAY BETWEEN1.

NOTES:

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SERVICE BRIDGE

SLUICE GATE

WELL

ACCESS

WELL

ACCESS

WELL

ACCESS

(TYP)

DRAIN

WELL NO. 2

SERVICE GATE

NO. 3

SERVICE GATE WELL

WELL NO. 1

SERVICE GATE

WELL NO. 3

EMERGENCY GATE

WELL NO. 2

EMERGENCY GATE

WELL NO. 1

EMERGENCY GATE

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WORK PLATFORM ALUMINUM PLANKING PLAN

1/4"=1'

J

R U

S N

A K

W O

R K P

L A

T F

O R

M A

L U

M

IN

U M P

L A

N K

IN

G P

L A

N

PIPING WELL

LOW DISCHARGE

PIPING WELL

LOW DISCHARGE

D O

W N

OPERATING FLOOR

WORK PLATFORM

KEY ELEVATIONBOILER ROOM

D O

W N

3 3

1 1

1 1

464 565

LC INTAKE TOWER

PROVIDE OPENING IN PLANKING PANELS TO ACCOMMODATE GATE HOIST.6.

REPLACE PLANKING PANELS AS PART OF OPTION NO. 3.5.

REPLACE PLANKING PANELS AS PART OF OPTION NO. 24.

REPLACE PLANKING PANELS AS PART OF OPTION NO. 1.3.

WITH PLANKING PANELS WITHOUT OPENING AS PART OF BASE CONTRACT.

EXISTING PLANKING PANELS (WITH HOIST OPENING) TO BE REPLACED2

REPLACE PLANKING PANELS AS PART OF BASE CONTRACT.1.

KEYNOTES:

DRAWINGS 038a.4-U1-4/9 AND 038a.4-U1-40/10.

FOR EXISTING WORK PLATFORM PLANKING PLAN, REFER TO REFERENCE3.

FOR THE GATE WELL PLANKING PLAN AND DETAILS SEE DRAWING C-602.2.

TYP FOR ALL BOLD PANELS.

REMOVE EXISTING PLANKING PANELS AND INSTALL NEW PLANKING PANELS1.

NOTES:

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IN

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ACCESS WELL OPENINGS

BEAMS OF GATE AND

VARIES AT SUPPORT

3/16 " MINIMUM CLEAR (TYP)

3" X 3/4" *1 1/4 "

3/4 " *

RIDGES ON BEARING BARS

ALUMINUM PLANKING, RAISED

BARS

ALUMINUM BEARING

(WELD TO BEARING BARS)

BAR X 1 3/16" LONG

3/16" X 3/4" STOP

OR SIMILAR

WACO TYPE 3 FASTENER

BANDING BAR

WITH RIDGES

BEARING BARS

19/32" X 3" (TYP)

RECTANGULAR OPENINGS

/1

/2

ALUMINUM BANDING BAR ALUMINUM BANDING BAR

RIDGES ON BEARING BARS

ALUMINUM PLANKING, RAISED

1 3/16"3/16"

/2

/2

3" 3"

6"

WHEN NOT IN USE

TO SIT FLUSH WITH PLANKING SURFACE

NOTCH PLANKING TO ALLOW HANDLE

WITH 9/16" DIA HOLE

STAINLESS STEEL

BAR 3/8" X 3" X 3" LONG

3/16"

/4

/4

/1

M

IN

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IN

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ID

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L E

S

3/16 " CLEARANCE (TYP)

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

9'-5" INSIDE OF ANGLES

TOE PLATE

RIDGES ON BEARING BARS

ALUMINUM PLANKING, RAISED

6 1/4" X 1/4" (TYP)

ALUMINUM TOE PLATE

/4

6 1/4" X 1/4" (TYP)

ALUMINUM TOE PLATE

2'-7 1/2 " 2'-7 1/2 "

EXISTING 6" WIDE FLANGE

EXISTING PLATE 1/4" X 1 3/4"

TOE PLATE

BAR

BANDING

ALUMINUM

EXISTING RABBET ANGLE

3/16 " MIN CLEARANCE

3/16 " MINIMUM CLEARANCE

3/4 "

(STAINLESS STEEL)

PREVENT REMOVAL, INCLUDE A WASHER

AND INSERT COTTER PIN (STAINLESS STEEL TO

DRILL END OF HEX HEAD BOLT (STAINLESS STEEL)

STEEL U-BOLT

1/2" DIA STAINLESS

1'-8"

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C-602

B S

A K

M

0 1' 2'6"

SCALE: 1"=1'

PUNCHOUT

E

3"0 6"1-1/2"

SCALE: 6"=1'

C

D

3/16

A L

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IN

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IN

G D

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A

IL

S

6"0 3" 1'

SCALE: 3"=1'

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A K

SLOTTED ALUMINUM PLANKING PLAN

3"=1'

C

SECTION

6"=1'

D

SECTION

6"=1'

TYPICAL PLANKING FASTENER

6"=1'

E

SECTION

6"=1'

SERVICE AND EMERGENCY GATE WELL PLANKING PLAN

1"=1'

TYPICAL LIFTING HANDLE

6"=1'

A

B

3/16 3-12

O P

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IN

G O

U T T

O O

U T

A

SECTION

1 1/2"=1'

1' 2'0 6"

SCALE: 1-1/2"=1'

1-3 3/16

1-3 3/16

B

SECTION

1"=1'

DETAIL

6"=1'

FOR EXISTING PLANKING DETAILS, REFER TO REFERENCE DRAWING O38a.4-U1-4/10.8.

ALL EXISTING AND EMBEDDED STEEL FRAMING MEMBERS ARE TO REMAIN IN PLACE.7.

FOR ALL OPTIONS, PROVIDE PLANKING PANELS WITH OPENING.6.

APPROVED HOIST DESIGN.

ACTUAL OPENING DIMENSIONS IN PLANKING PANELS TO BE DETERMINED FROM FINAL5.

OF ANY ALUMINUM PLANKING PANELS.

ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION4.

PLANKING PANELS SHALL BE INTERCHANGEABLE AMONG SIMILAR OPENINGS.3.

LOCATIONS.

NEW 1 1/2" SLOTTED ALUMINUM TYPE PLANKING IS TO BE INSTALLED AT ALL IDENTIFIED2.

AS EXISTING HANDLES.

ALL NEW LIFTING HANDLES SHALL BE PLACED IN THE SAME LOCATION AND ORIENTATIONG.

PROVIDE 3/16" CLEARANCE BETWEEN EACH PANEL AND EXISTING GATE FRAMING.F.

PROVIDE 4 FASTENER CLIPS FOR EACH PANEL.E.

ALL PANELS ARE TO BE END BANDED ALL AROUND.D.

MAXIMUM WEIGHT OF EACH PANEL SHALL NOT EXCEED 60LBS.C.

BEARING BARS ARE TO BE 1 1/2" X 3/16" AT 1 1/2" C TO C.B.

MATERIAL - ALUMINUM, ASTM B221-ALLOY 6063-T6 TEMPER FOR BEARING BARS.A.

ALL ALUMINUM PLANKING IS TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED:1.

PLANKING NOTES:

ONLY, DEBUR ALL SHARP EDGES AS REQUIRED.

PUNCHOUTS TO BE LOCATED AT FASTENER LOCATIONS*

SEE NOTE 5

OUT TO OUT

OPENING

WELL NO. 3. THE PANEL MUST COVER AN AREA SIZED 1'-10 3/4" X 4'-8 1/2".

PROVIDE ONE PLANKING PANEL TO REPLACE EXISTING CRUSHED PANEL ON SERVICE GATE4.

TOE PLATE TO BE WELDED TO BANDING BARS AS SHOWN IN SECTION A.3.

EMERGENCY GATE WELLS NO. 1 AND 2.

AN AREA SIZED 3'-6 1/4" X 2'-7 1/2") TO REPLACE EXISTING PANELS WITH OPENING IN

PROVIDE TWO SETS OF TWO PLANKING PANELS WITHOUT OPENING (EACH PANEL TO COVER2.

EMERGENCY GATE WELLS NO. 1 AND 2.

ACCOMMODATE GATE HOIST. DO NOT PROVIDE OPENING FOR PLANKING PANELS IN

GATE WELLS AND EMERGENCY GATE WELL NO. 3. OPENING IN PLANKING PANELS TO

PROVIDE ONE SET OF TWO PLANKING PANELS WITH OPENING, AS SHOWN, FOR ALL SERVICE1.

KEYNOTES:

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MACHINERY

APPROX AREA OF EXISTING

OPTION NO. 1

REPLACE IN

OPTION NO. 2

REPLACE IN

OPTION NO. 3

REPLACE IN

CONTRACT

REPLACE IN BASE

SERVICE BRIDGE

SLUICE GATE

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0 4' 8'2'

SCALE: 1/4"=1'

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MD101

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EMERGENCY GATE WELL #3 EMERGENCY GATE WELL #2 EMERGENCY GATE WELL #1

SERVICE GATE WELL #1SERVICE GATE WELL #2SERVICE GATE WELL #3

PIPING WELL

LOW DISCHARGE

PIPING WELL

LOW DISCHARGE

BRIDGE

SERVICE

D O

W N

UP

OPERATING FLOOR

WORK PLATFORM

KEY ELEVATION

OPERATING FLOOR DEMOLITION PLAN

1/4"=1'

THE NEW HOIST WILL BE CONNECTED TO GATE #1 AND TESTED.J.

THE BULKHEAD WILL BE REMOVED.I.

HOIST #2 WILL BE SET IN SERVICE GATE WELL #2 AND CONNECTE TO GATE #2.H.

THE TRUCK WILL EXIT THE CONTROL TOWER.G.

THE EXISTING HOIST WILL BE PLACED ON THE TRUCK.F.

SERVICE GATE WELL #1.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEW MACHINERY MOVED TOE.

HOIST #1 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATE WELL #2.D.

HOIST #2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATE WELL #3.C.

THE BULKHEAD WILL BE SET IN SLUICE #2.B.

THE EMERGENCY GATE AND MACHINERY WILL BE SET IN SLUICE #1.A.

FOR OPTION 3, MACHINERY WILL BE SET AS FOLLOWS:4.

THE NEW HOIST WILL BE CONNECTED TO GATE #3 AND TESTED.J.

THE BULKHEAD WILL BE REMOVED.I.

HOIST #2 WILL BE SET IN SERVICE GATE WELL #2 AND CONNECTED TO GATE #2.H.

THE TRUCK WILL EXIT THE CONTROL TOWER.G.

THE EXISTING HOIST WILL BE PLACED ON THE TRUCK.F.

SERVICE GATE WELL #3.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEW MACHINERY MOVED TOE.

HOIST #3 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATE WELL #2.D.

HOIST #2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATE WELL #1.C.

THE BULKHEAD WILL BE SET IN SLUICE #2.B.

THE EMERGENCY GATE AND MACHINERY WILL BE SET IN SLUICE #3.A.

FOR OPTION 2, MACHINERY WILL BE SET AS FOLLOWS:3.

THE NEW HOIST WILL BE CONNECTED TO THE EMERGENCY GATE AND TESTED.I.

THE BULKHEAD WILL BE REMOVED.H.

HOIST #2 WILL BE SET IN SERVICE GATE WELL #2 AND CONNECTED TO GATE #2.G.

THE TRUCK WILL EXIT THE CONTROL TOWER.F.

THE EXISTING EMERGENCY HOIST WILL BE PLACED ON THE TRUCK FOR DISPOSAL.E.

EMERGENCY GATE WELL #2.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEW MACHINERY MOVED TOD.

HOIST #2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATE WELL #3.C.

THE BULKHEAD WILL BE SET IN SLUICE #2.B.

EMERGENCY GATE IN SLUICE #2.

THE EMERGENCY GATE MACHINERY WILL BE SET IN EMERGENCY GATE WELL #1, WITH THEA.

FOR OPTION 1, MACHINERY WILL BE SET AS FOLLOWS:2.

THE HOIST WILL BE CONNECTED TO GATE #2 AND TESTED.G.

THE NEW HOIST WILL BE SET IN SERVICE GATE WELL #2.F.

THE TRUCK WILL EXIT THE CONTROL TOWER.E.

THE EXISTING HOIST #2 WILL BE PLACED ON THE TRUCK FOR DISPOSAL.D.

EMERGENCY GATE WELL #1.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEW MACHINERY MOVED TOC.

EXISTING HOIST #2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATE WELL #3.B.

THE EMERGENCY GATE AND MACHINERY WILL BE SET IN SLUICE #2.A.

FOR THE BASE CONTRACT, MACHINERY WILL BE SET AS FOLLOWS:1.

SEQUENCING NOTES:

LC INTAKE TOWER

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1'-10 15/32 "

2'-9" 4'-7"

7'-4"

/3

/3

/4 A

P P

R O

X

FOOT AREAS

ALLOWABLE MACHINERY

DOWEL PIN

CONNECTION

SERVICE BRIDGE

SLUICE GATE

A F

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IN

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IN

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0 4' 8'2'

SCALE: 1/4"=1'

A M-303

F L

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IN

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L O

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L A

M-102

DETAIL

3/4"=1'

2'0 1' 4'

SCALE: 3/4"=1'

GATE PICKUP CENTERLINE

N

D

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IN

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G A

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E L L C

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IN

E

PIPING WELL

LOW DISCHARGE PIPING WELL

LOW DISCHARGE

OPERATING FLOOR

WORK PLATFORM

KEY ELEVATION

BRIDGE

SERVICE

UP

D O

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OPERATING FLOOR PLAN

1/4"=1'

LC INTAKE TOWER

LC

LC

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REFERENCE DRAWING O38a.4-U1-55/1A.2

SAME AS EXISTING MACHINERY, SEE

SET LIMIT SWITCH ELEVATIONS TO BE

TO CONCRETE

DIAMETER TO PROVIDE CLEARANCE

LOWER BLOCK NOT TO EXCEED 24"

SLUICE GATE

REFERENCE DRAWING O38a.4-U1-57/1.1

EXISTING 20-TON OVERHEAD CRANE SEE

ON M-605.

PROVIDE IN BASE CONTRACT. SEE NOTE 4

DESIGN CATEGORY A SERVICE CLASS 0,

LIFTING BEAM, DESIGN PER ASME BTH-1-2017

(30 TON CAPACITY)

SERVICE BRIDGE

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M-303 A

M-102

SECTION

1/8"=1'

FLOW

B U

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IN

I

GATE WELL

EMERGENCY

GATE WELL

SERVICE

0 8'4' 16'

SCALE: 1/8"=1'

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7'-0"5'-6"

4'-0"

FOR HOIST MACHINERY

LIMITING OUTLINE DIMENSIONS

2'-0" MAX

M A

X

A F

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M-604

M

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GATE MACHINERY LAYOUT

3/4"=1'

PLAN

ELEVATION

HOIST BLOCK NOT SHOWN FOR CLARITY

NOTE:

PROPERTY AT THE CONCLUSION OF THE BASE CONTRACT.

BRIDGE CRANE. THE LIFTING BEAM WILL BECOME GOVERNMENT

LIFT THE HOIST USING THE EXISTING OVERHEAD 20 TON CAPACITY

SUPPLY A LIFTING BEAM MEETING CRITERIA OF ASME BTH-1-2017 TO4.

MAXIMUM DESIGN LOAD IS 230,000 LBS.3.

TOTAL HOIST WEIGHT MUST BE LESS THAN 40,000 LBS.2.

DIMENSIONS.

FINAL DESIGN THAT MEETS ALL SPECIFICATION CRITERIA AND CRITICAL

THIS IS A CONCEPTUAL DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR1.

NOTES:

FRONT

CL

CL

2'0 1' 4'

SCALE: 3/4"=1'

D

B U

C C

IN

I

GATE MACHINERY COMPONENTS

ITEM NO. DESCRIPTION

1 DRUM, GROOVED, DOUBLE REEVED

2 UPPER BLOCK, 5 SHEAVES

3 LOWER BLOCK, 6 SHEAVES, 24" OD MAXIMUM

4 EXISTING GATE PICKUP

5 ELECTRIC MOTOR, 220VAC, 60HZ, 3-PHASE, APPROX 7.5 HP

6 MAGNETIC BRAKE

7 SPEED REDUCER

8 CONTROLS ENCLOSURE

9 ROTATING CAM LIMIT SWITCH, LOWER AND UPPER LIMIT, ADJUSTABLE

10 GATE POSITION INDICATOR

11 UPPER SAFETY LIMIT SWITCH PADDLE

12 FRAME

13 MACHINERY FOOT

14 LIFTING LUG (4 LOCATIONS)

15 GATE PICKUP PIN

16 SLACK CABLE LIMIT SWITCH (NOT SHOWN)

OF GATE CONNECTION

OF GATE WELL OPENING

/s J

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CONTROLS ENCLOSURE

SERVICE BRIDGE

SLUICE GATE

SERVICE HOIST NO. 3

EMERGENCY HOIST

SERVICE HOIST NO. 2

SERVICE HOIST NO. 1

T E O

P E

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IN

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0 4' 8'2'

SCALE: 1/4"=1'

F L

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E-101

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SPECIFICATION SECTION 35 20 20 FOR THE SEQUENCE OF OPERATION.

CONTROL WIRING DIAGRAM SHALL BE SUBMITTED BY THE CONTRACTOR. SEE

DIAGRAM. THE NEW CONTROLS SHALL BE SIMILAR TO THE EXISTING. A NEW

SEE REFERENCE SHOP DRAWINGS 88062D1 FOR THE CONTROL WIRING 2.

SEE REFERENCE DRAWING O38-UI-56/1.5 FOR EMBEDDED CONDUIT LOCATIONS.1.

KEYNOTES:

PIPING WELL

LOW DISCHARGE PIPING WELL

LOW DISCHARGE

BRIDGE

SERVICE

D O

W N

UP

OPERATING FLOOR

WORK PLATFORM

KEY ELEVATION

OPERATING FLOOR ELECTRICAL PLAN

1/4"=1'

MCC

LC INTAKE TOWER

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TYPE USE/RHW, 3"C

4#4/0 AWG COPPER

TYPE USE/RHW, 3"C

4#4/0 AWG COPPER

SERVICE BRIDGE JUNCTION BOX

GROUND, 3" CONDUIT TO

WITH #2 AWG BARE COPPER

TYPE USE/RHW WIRE

3#4/0 AWG COPPER

GROUND, 2 1/2"C

WITH #2 AWG BARE COPPER

TYPE USE/RHW WIRE

3#4/0 AWG COPPER

GROUND

#6 AWG BARE COPPER

COPPER WIRE WITH

3#1/0 THHN/THWN

ARRESTOR

LIGHTNING

W/GRD

3/C #8

1-1/2"C

W/GRD,

3/C #8

W/GRD

1-1/2"C

1-1/2"C

1-1/2"C

W/GRD,

3/C #8

1-1/2"C

W/GRD,

3-1/C #8

1-1/2"C

W/GRD,

3-1/C #8

1-1/2"C

W/GRD,

3-1/C #8

1-1/2"C

3-1/C #8

L E

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E-602

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2 2 2 2

HP

7.5

POWER ONE-LINE DIAGRAM

NTS

HOIST

EMERGENCY

HOIST NO. 1

SERVICE

HOIST NO. 2

SERVICE

HOIST NO. 3

SERVICE

1 1 1 1

GENERATOR

STANDBY

240VAC, 3 PHASE

KOHLER 50KW

150A

GEN

50KW

AUTOMATIC TRANSFER SWITCH

KOHLER 225A, 3 PHASE

SWITCH

DISCONNECT

200A FUSED

200A 200A

G

RODS

BONDED TO GROUND

SWITCH NEUTRAL

FUSED DISCONNECT

200A NEMA 4 SS

3PH, 4 WIRE

240/120VAC, 200-AMP

WITH BYPASS SWITCH

METER SOCKET

M

CIRCUIT CURRENT MAX

6013 AMPERES SHORT

200-AMPERE SERVICE

240/120 VAC, 3PH, 4 WIRE

ALLEGHENY POWER CO.

COMMERCIAL POWER

XMFR

MAIN

200A

SYSTEM

METERING

DIGITAL

3P

30A

3P

30A

3P

100A

3P

30A

3P

20A

3P

20A

3P

30A

3P

30A

3P

30A

2P

30A

3P

40A

3P

40A

SPARE SPARE

3P

30A

SPARESPARE SPARE

3P

20A

3P

20A

3P

20A

SPARE

3P

20A

SPARE

3P

20A

SPARE

3P

125A

TRANSFORMER

25KVA

G

LIGHTING PANEL

TO

HP

1 PH

COMPRESSOR

AIR

WEST

VALVE

GATE

HP

1.6

HP

1.6

EAST

VALVE

GATE

PUMP

SUMP

HP

FEEDER

CRANE

CRANE

JIB

HP

3 PHASE - 240 VAC - 600A HORIZONTAL BUS - 300A VERTICAL BUS

25KA SHORT CIRCUIT RATING

SQUARE D MODEL 6 MOTOR CONTROL CENTER

MCC

DISTRIBUTION

AND POWER

CONTROLS

HOIST

HP

7.5

DISTRIBUTION

AND POWER

CONTROLS

HOIST

HP

7.5

DISTRIBUTION

AND POWER

CONTROLS

HOIST

HP

7.5

DISTRIBUTION

AND POWER

CONTROLS

HOIST

MACHINERY MANUFACTURER. ENCLOSURE SHALL BE NEMA 4, STAINLESS STEEL.

HOIST CONTROLS AND POWER DISTRIBUTION TO BE PROVIDED BY THE HOIST4.

EXISTING 30A PLUG AND RECEPTACLE SHALL BE REPLACED IN KIND.3.

CONDUIT. THE EXISTING BREAKER SHALL BE UTILIZED .

SHALL BE REPLACED WITH 3/C #8 W/GRD AND RUN IN THE EXISTING EMBEDDED

THE EXISTING FEEDERS FROM THE MCC TO THE MACHINERY RECEPTACLES2.

THE NATIONAL ELECTRICAL CODE.

ACTUAL CIRCUIT TO BE BASED ON THE APPROVED HOIST REQUIREMENT AND

THE DESIGN OF THE CIRCUIT FOR THE NEW HOIST IS BASED ON 7.5HP MOTORS.1.

KEYNOTES:

B C D

E F G H

D e s c r ip t io n D a t e

S y m b o l

A p p r

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C T

IO

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IE

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S h e e t

X o f

X

D e s ig n b y

D w n b y

C k d b y

S u b m is s io n a t e

S u b m it t e d b y

R e v is t e

IF

D A

C W

X X

US Army Corps of Engineers

PITTSBURGH DISTRICT

X X

X X

Drawing Number:

U s e r

D a t e

P lo t

S c a le

P e b le

C o lo r

T a b le u s e r n a m e s y t im e ip s c a le ip p e n t a b le c o lo r t a b le f il e n a m e

C

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12"0 5' 10' 15'

SCALE: ‰" = 1'-0"

C R

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P .E

F

F

F

F

F

F F

F

F

F

F

F

SCALE: ƒ" = 1 '-0"

F

F

F

F

PLANKING PANEL

2'-9" NEW

W

P L

A N

K

N E

L

L2x1ŽxŠ (EXISTING)

PLAN - ACCESS WELL OPENINGS

SCALE: ‰" = 1'-0"

WORK PLATFORM FLOOR PLAN @ EL 926.0

64'-0"

REPLACE EXISTING STEEL

GRATING WITH SLOTTED

ALUMINUM PLANKING (TYP)

C

C

6'-0"

(TYP.)

12" 0 1' 2' 3'

SCALE: ƒ" = 1'-0"

SERVICE GATE

WELL OPENINGS

ACCESS WELL

OPENINGS

EMERGENCY GATE

WELL OPENINGS

C

B

SCALE: ƒ" = 1 '-0"

PLAN - SERVICE & EMERGENCY GATE WELL OPENINGS

ACCESS WELL OPENINGS - 3 REQUIRED

C O

N C

R E

E N

IN

G

9'-6"

CONCRETE OPENING

EXISTING 6" WIDE FLANGE

NEW 1•" SLOTTED ALUMINUM

NEW 1•" SLOTTED ALUMINUM

PLANKING PANEL TO COVER

‰" MINIMUM CLEAR (TYP.)

IM

U M

C L

E

P

PLANKING PANELS TO COVER SERVICE &

EMERGENCY WELL OPENINGS

F

F

2'-6" OPENING

F

F

ASECTION

SCALE: ƒ" = 1'-0"

Ž

F

F

BSECTION

SCALE: ƒ" = 1'-0"

‰" MINIMUM CLEAR (TYP.)

‰" MINIMUM CLEAR (TYP.)

Ž

F

F3…"

F

EL 926.0 F

F

F

F

FF

F

1'-11" 3'-6"

F

F 5'-6"

EL 926.0

F

2'-10"

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO

PLANKING PANELS.

2. ALL EXISTING & EMBEDDED STEEL FRAMING MEMBERS

3. ALL PLANKING PANELS SHALL HAVE A MINIMUM OF

EXISTING FRAMING.

‰" CLEARANCE BETWEEN EACH PANEL AND

NOTES.

4. SEE DWG. 4/10 FOR ADDITIONAL ALUMINUM PLANKING

NOTES:

P L

A

X

IS

T

E N

IN

G S

C O

N C

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IN

G

2'-10"

CONCRETE OPENING

O38a.4-U1-4/9

6" EXISTING WIDE

FLANGE

EXISTING PL‚" x 1ƒ"

FABRICATION AND INSTALLATION OF ANY ALUMINUM

EXISTING EMBEDDED ANGLE TO

BE CLEANED & PAINTED (TYP.)

& VERTICAL ‚" x 1ƒ" PL

TO BE CLEANED & PAINTED (TYP.)

ARE TO REMAIN IN PLACE AND BE CLEANED & PAINTED

ACCORDING TO THE SPECIFICATIONS.

NEW SIGN TO BE INSTALLED FACING

ROOM ENTRANCE. SIGN WILL BE

FURNISHED BY THE GOVERNMENT.

CONTRACTOR SHALL STRAIGHTEN ANY DIVIDER PLATES

5. PRIOR TO PAINTING ANY EMBEDDED METALS THE

FITS AS INTENDED.

THAT NEED IT TO ENSURE THE ALUMINUM PLANKING

FOUR (4) PANELS USED TO COVER OPENING

SEE DWG. 4/10, NOTE 4

SEE DWG. 4/10, NOTE 4

TWO (2) PANELS USED TO COVER OPENING

ONE (1) PANEL USED TO COVER

OPENING SEE DWG. 4/10, NOTE 4

A M

S

C J

NOTES:

1. ALL ALUMINUM PLANKING IS TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

B. BEARINGS BARS ARE TO BE 1•" x ‰" @ 1•" C TO C.

C. MAXIMUM WEIGHT OF EACH PANEL SHALL NOT EXCEED 60 LBS.

D. ALL PANELS ARE TO BE END BANDED ALL AROUND.

E. PROVIDE 4 FASTENER CLIPS FOR EACH PANEL.

G. PROVIDE ‰" CLEARANCE BETWEEN PANELS.

A

B C D

E F G H

D e s c r ip t io n D a t e

S y m b o l

A p p r

S E

C T

IO

IE

F

S h e e t

X o f

X

D e s ig n b y

D w n b y

C k d b y

S u b m is s t e

S u b m it t e d b y

R e v is t e

IF

D A

C W

X X

US Army Corps of Engineers

PITTSBURGH DISTRICT

X X

X X

Drawing Number:

U s e r

D a t e

P lo t

S c a le

P e b le

C o lo r

T a b le u s e r n a m e s y t im e ip s c a le ip p e n t a b le c o lo r t a b le f il e n a m e

1‚" 3" x ƒ" PUNCHOUT

VARIES AT SUPPORT BEAMS OF

ƒ"

(WELD TO BEARING BARS)

ALUMINUM

BEARING

BARS

PUNCHOUTS TO BE LOCATED AT

SCALE: 12" = 1'-0"

ALL SHARP EDGES AS REQUIRED

FASTENER LOCATIONS ONLY, DEBUR

C 1•

A

A A

A

ALUMINUM BANDING BAR

ALUMINUM BANDING BAR

‰"A

A

SCALE: 3" = 1'-0"

1‰" A

A

DSECTION

ESECTION

BEARING BARS

RAISED RIDGES ON

ALUMINUM PLANKING,

P

IT

T S

B U

R

O

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R O

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C R

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IN

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IN

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A L

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IN

A

T A

IL

S

SCALE: ƒ" = 1'-0"

S P

A

EXISTING BEAM

U-BOLT

•" DIA ST STL

CL

LIFTING HANDLE

SCALE: 3"=1'-0"

& LIFT HANDLE

PLANKING PANEL

BEARING BARS

RAISED RIDGES ON

ALUMINUM PLANKING,

F

TOE BAR DETAIL

A L

L

R E

M A

L Y

C J P

3 - REQUIRED FOR SERVICE GATE WELL WITH OPENING

1 - REQUIRED FOR EMERGENCY GATE WELL WITH OPENING

2 - REQUIRED FOR EMERGENCY GATE WELL WITHOUT OPENING

Mk-A

TIONESTA DAM

3 - REQUIRED FOR SERVICE GATE WELL WITH OPENING

1 - REQUIRED FOR EMERGENCY GATE WELL WITH OPENING

2 - REQUIRED FOR EMERGENCY GATE WELL WITHOUT OPENING

Mk-B

CROOKED CREEK DAM

‰" MINIMUM CLEAR (TYP.)

GATE & ACCESS WELL OPENINGS

CSECTION

ƒ"

OR SIMILAR

WACO TYPE 3 FASTENER

FASTENER

TYPICAL PLANKING

BANDING BAR

BEARING BARS

WITH RIDGES

RECTANGULAR OPENINGS

D

E

"™x 3" (TYP)

PLAN - SLOTTED ALUMINUM PLANKING

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

1Œ

2 REQUIRED PER PANEL

WITH Œ" DIA HOLE

STAINLESS STEEL

BAR …" x 3" x 3" LONG

‰" xƒ" STOP BAR x 1‰" LONG

A. MATERIAL-ALUMINUM, ASTM B211 OR B221-ALLOY 6063-T6 TEMPER FOR

BEARING BARS.

2. SLOTTED ALUMINUM TYPE PLANKING IS TO BE INSTALLED AT ALL LOCATIONS.

3. PLANKING PANELS SHALL BE INTERCHANGEABLE AMONG SIMILAR OPENINGS.

CROOKED CREEK DAM Mk-B

TIONESTA DAM Mk-A

C R

O O

K

E

M

PLANKING PANEL

PLAN - SERVICE & EMERGENCY GATE WELL

F

F

IN

S

ID

G L

E S

F

F

S P

A N

F

F

INSIDE OF ANGLES

INSIDE OF ANGLES

5'-5•"F

F

5'-5•"F

F

F

F‰

E A

R

T

Y P

4'-8•"F

F

4'-8•"F

F

F

F

10'-11"

9'-5" Mk-B

Mk-A

Mk-B

Mk-A

F

F

‰" CLEAR

(TYP.)

OUT TO OUT

O

T

11"

01"2"3"

SCALE: 12" = 1'-0"

12" 9" 6" 3" 0

SCALE: 3" = 1'-0"

12" 0 1' 2' 3'

SCALE: ƒ" = 1'-0"

O38a.4-U1-4/10

BAR DETAIL

OPENING SEE TOE

‚" PLATE AROUND

BARS

RIDGES ON BEARING

ALUMINUM PLANKING, RAISED

F. DIRECTION OF BEARING BARS IS SHOWN ON DWG. 4/10.

HANDLES AS DETAILED ON DWG 4/10.

H. EACH REMOVABLE PLANKING PANEL SHALL HAVE 2 LIFTING

SURFACE WHEN NOT IN USE

TO SIT FLUSH WITH PLANKING

NOTCH PLANKING TO ALLOW HANDLE

3-12

PL 6‚"X‚" (TYP)

ALUMINUM TOE

A

A

WASHER (ST STL)

REMOVAL. INCLUDE A

PIN (ST STL) TO PREVENT

AND INSERT COTTER

HEAD BOLT (ST STL)

DRILL END OF HEX

BE CLEANED & PAINTED (TYP)

EXISTING RABBET ANGLE TO

4. PLANKING OVER THE LARGER AREA OF EACH GATE WELL OPENING SHALL BE

PLANKING OVER EACH ACCESS WELL SHALL BE A SINGLE SECTION. IF THESE

AREA OF EACH GATE WELL SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL SECTIONS.

DIVIDED INTO FOUR ROUGHLY EQUAL SECTIONS. PLANKING OVER THE SMALLER

THEN AN ADDITIONAL SECTION MAY BE ADDED TO THE AREA IN QUESTION.

REQUIREMENTS CANNOT BE MET FOLLOWING THE 60 POUND PER SECTION LIMIT

A

S H

A F

F E

R

A M

S

C J P

3•" 3•"

7"