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Drawings Allegheny River Basin East Branch Dam Replace Gate Operating Machinery Certified Final, June 2019
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US Army Corps of Engineers ®
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CERTIFIED FINAL DOCUMENTS
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
PITTSBURGH DISTRICT
US Army Corps of Engineers ®
ALLEGHENY RIVER BASIN
EAST BRANCH CLARION RIVER LAKE
REPLACE GATE OPERATING MACHINERY
W911WN19B8009
W911WNXXXXXXX
JUNE 2019
CERTIFIED FINAL DOCUMENTS
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SUBMITTED BY:
JOHN E. NITES, P.E., CHIEF, ECN-T
APPROVAL RECOMMENDED BY:
STEPHEN R. STOLTZ, P.E., CHIEF,
NAVIGATION DESIGN BRANCH
APPROVED BY:
JEANINE M. HOEY, CHIEF, ENGINEERING
AND CONSTRUCTION DIVISION
DATE
DATE
DATE
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE
U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON
THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
FOR /S/ JOSEPH W. PREMOZIC, P.E.
FOR /S/ ROBERT BURSTYNOWICZ, P.E.
FOR /S/ JEFFREY E. FRITZ, P.E.
13 JUNE 2019
13 JUNE 2019
13 JUNE 2019
EAST BRANCH CLARION
RIVER LAKE
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CERTIFIED FINAL DOCUMENTS
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CONTRACT DRAWINGS
SHEET ID DRAWING TITLE
GENERAL INDEXES - COVER SHEET, SIGNATURE SHEET, GENERAL INDEX SHEETS, & PICTORIAL VIEWS
G-0060 COVER SHEET
G-0061 CONTRACT AND REFERENCE DRAWING INDEXES AND GENERAL NOTES
G-0062 STANDARD ABBREVIATIONS AND SYMBOLS
G-1063 CONTRACTOR WORK LIMITS PLAN
SURVEY AND RECREATION - PROPERTY SURVEYS
V-1040 SURVEY CONTROL PLAN
SURVEY AND RECREATION - GAGE RECORDS, HYDROGRAPHS, & DISCHARGES
V-6041 HYDROGRAPHS 2008 TO 2011 INCLUSIVE
V-6042 HYDROGRAPHS 2012 TO 2015 INCLUSIVE
V-6043 HYDROGRAPHS 2016 TO 2018 INCLUSIVE
DAM - DAM MASONRY
CD1170 OPERATION BUILDING - SERVICE AND EMERGENCY GATE RECESS COVERS DEMOLITION PLANS
C-1171 OPERATION BUILDING - SERVICE AND EMERGENCY GATE RECESS COVERS PLANS NEW
RECESS COVER LOCATIONS
C-1172 GATE HOIST MACHINERY FLOOR - GATE HOIST MACHINERY PLATFORM PLANS
C-1173 GATE HOISTING MACHINERY FLOOR - NEW CRANE RAIL AT TRAVELING GATE HOIST PLAN AND
MISCELLANEOUS SECTIONS AND DETAILS
C-1174 OPERATION FLOOR - SERVICE AND EMERGENCY GATE RECESS COVERS PLANS, SECTIONS, AND DETAILS
C-1175 GATE DOGGING FLOOR - SERVICE AND EMERGENCY GATE RECESS COVERS PLANS, SECTIONS, AND DETAILS
C-6176 OPERATION BUILDING SERVICE AND EMERGENCY GATE COVERS FLOOR GRATING SCHEDULE
AND DETAILS
DAM - DAM MASONRY
SD1001 CONTROL TOWER - PREFERRED FLOATING PLANT MOORING LOCATIONS
SD1002 CONTROL TOWER - GATE OPERATING MACHINERY FLOOR LOAD BEARING PLAN
SD1003 CONTROL TOWER - ROOF DEMOLITION PLAN
SD6004 CONTROL TOWER - EMERGENCY GATE PICKUP DEMOLITION ASSEMBLY
S-1005 CONTROL TOWER - ROOF PLAN
S-6006 CONTROL TOWER - GATE MACHINERY LINKS AND PINS DETAILS
S-6007 CONTROL TOWER - EMERGENCY GATE PICKUP AND TYPICAL SHEAVE BLOCK TO PICKUP
CONNECTION ASSEMBLIES AND DETAILS
DAM - OPERATING MACHINERY
MD1030 CONTROL TOWER - GATE OPERATING MACHINERY FLOOR DEMOLITION PLAN
M-1031 CONTROL TOWER - GATE OPERATING MACHINERY FLOOR PLAN
M-3032 CONTROL TOWER - OPERATION BUILDING SECTION SHEET 1 OF 2
M-3033 CONTROL TOWER - OPERATION BUILDING SECTION SHEET 2 OF 2
M-6034 CONTROL TOWER - SERVICE GATE MACHINERY LAYOUT
M-6035 CONTROL TOWER - EMERGENCY GATE MACHINERY LAYOUT
M-6036 CONTROL TOWER - GATE TRAVEL DIAGRAM
DAM - ELECTRICAL SYSTEMS
E-1040 CONTROL TOWER - GATE OPERATING MACHINERY ELECTRICAL FLOOR PLAN
E-6041 CONTROL TOWER - POWER DIAGRAM
REFERENCE DRAWINGS
SHEET ID DRAWING TITLE
6 IDLER SHEAVE, EXTENSION, BRAKE
AO38b_312_C-1006-Az BOAT RAMP EXTENSION - PLAN, PROFILE, AND TYPICAL SECTION
AO38b_312_C-3007z BOAT RAMP EXTENSION - SECTIONS
E1 SERVICE GATE HOIST ASSEMBLY
E2 EMERGENCY GATE HOIST ASSEMBLY
E3 GATE TRAVEL AND INDICATOR DIAGRAM
O38-U1-40/7 CONTROL TOWER AND OPERATION BUILDING - ELEVATIONS
O38-U1-40/8.3 CONTROL TOWER AND INTAKE - VERTICAL SECTION
O38-U1-40/9.2 CONTROL TOWER AND INTAKE - VERTICAL SECTION
O38-U1-40/10.4 CONTROL TOWER AND INTAKE - SECTIONAL PLANS
O38-U1-40/11.2 CONTROL TOWER AND INTAKE - SECTIONS
O38-U1-40/19.4 OPERATION BUILDING - SECTIONS
O38-U1-40/20.3 OPERATION BUILDING - SECTIONAL PLANS
O38-U1-40/21.5 OPERATION BUILDING - SECTIONAL PLANS
O38-U1-40/26.3 OPERATION BUILDING - FLOOR SLABS REINFORCING
O38-U1-40/28.2 OPERATION BUILDING - RUNWAY BEAMS AND SMOKESTACK
O38-U1-40/29.2 OPERATION BUILDING - RECESS COVERS
O38-U1-40/30.1 OPERATION BUILDING - RECESS COVERS AND METAL PARTS
O38-U1-40/31.6 OPERATION BUILDING AND SERVICE BRIDGE - ELECTRICAL SYSTEM SECTIONS
O38-U1-40/32.5 OPERATION BUILDING - ELECTRICAL SYSTEM SECTIONS
O38-U1-40/33.6 OPERATION BUILDING AND SERVICE BRIDGE - ELECTRICAL SYSTEM WIRING DIAGRAM
O38-U1-40/39A.2 SERVICE BRIDGE - PIER AND ABUTMENT
O38-U1-40/40 SERVICE BRIDGE - SUPERSTRUCTURE
O38-U1-40/41.1 OPERATION BUILDING - SECTIONAL PLANS
O38-U1-40/42 SERVICE BRIDGE - PIER AND ABUTMENT
O38-U1-50/3.1 SLUICE GATES - PLANS, ELEVATIONS, AND DETAILS
O38-U1-50/5.1 SLUICE GATES - GATE FRAME ASSEMBY AND DETAILS
O38-U1-50/8.1 SLUICE GATES - DOGGING DEVICE ASSEMBLY AND DETAILS
O38-U1-55/2.1 SLUICE GATE HOISTING MACHINERY - ASSEMBLIES
O38-U1-55/3.1 SLUICE GATE HOISTING MACHINERY - ELECTRICAL CONTROL SYSTEM AND
EQUIPMENT DETAILS
O38-U1-86/1 BOAT LAUNCHING RAMP - REPAIR AND PROTECTION
OJ-5195-1 SLUICE GATES - GENERAL ARRANGEMENT
OJ-5195-1A ASSEMBLY OF SLUICE GATE FRAMES AND CONDUIT LINER
OJ-5196-1 SLUICE GATE DETAILS
OJ-5196-2 SLUICE GATE DETAILS
1. ALL ELEVATIONS ON CONTRACT DRAWINGS ARE NAVD88. ELEVATIONS FROM REFERENCE
DRAWINGS SHALL BE CONSIDERED A "LEGACY" DATUM. TO CONVERT A LEGACY ELEVATION TO A
MODERN NAVD88 ELEVATION, ONE SHOULD SUBTRACT 0.24 FEET FROM THE LEGACY ELEVATION
TO EQUAL NAVD88. (I.E. LEGACY 1711.00 -0.24=1710.76 NAVD88).
GENERAL NOTES:
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NORTH ARROW
EQUIPMENT INDICATOR
KEYNOTE INDICATOR
CENTERLINE
LIGHT FIXTURE
5 HORSEPOWER MOTOR
LEGEND:
STANDARD ABBREVIATIONS:
1P SINGLE POLE EA EACH LLH LONG LEG HORIZONTAL SS STAINLESS STEEL, SAFETY SWITCH
2P DOUBLE POLE EF EACH FACE, EXHAUST FAN LLV LONG LEG VERTICAL SSP SHEET PILE
3P THREE POLE EJ EXPANSION JOINT LMC LATEX MODIFIED CONCRETE SSPC STRUCTURAL STEEL PAINTING COUNCIL
A AMP, AMBER EL, ELEV ELEVATION LOC LOCATION ST STL STAINLESS STEEL
AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION ELB ELBOW LP LOWER POOL, LOW POINT, LIGHTING PANELBOARD STA STATION
AB AIR BUBBLER ELEC, ELECT ELECTRICAL LS LIMIT SWITCH STD STANDARD
ABT ABOUT EM EMERGENCY, ENGINEERING MANUAL LSL LONG SLOTTED HOLE STG CTRS STAGGERED CENTERS
AC AIR CONDITIONING, ALTERNATING CURRENT EMB EMBEDDED LT LIGHT, LEFT STIFF STIFFENER
ACCU AIR CONDENSING UNIT EMT ELECTRICAL METALLIC TUBING LTG LIGHTING STIR STIRRUP
ACE-IT ARMY CORPS OF ENGINEERS INFORMATION TECHNOLOGY ENET ETHERNET LW, L/W LAND WALL STL STEEL
ACI AMERICAN CONCRETE INSTITUTE EPDM ETHYLENE-PROPYLENE-DIENE-MONOMER M MOTOR, METER STR STRAIGHT, STRUCTURAL
AF AMP FRAME RATING EQ EQUAL M-8 MIDDLE WALL MONOLITH NO 8 STR STL STRUCTURAL STEEL
AFF ABOVE FINISHED FLOOR EQUIP EQUIPMENT MATL MATERIAL SV, SOL SOLENOID VALVE
AGA AMERICAN GAS ASSOCIATION ES EACH SIDE MAX MAXIMUM SW SWITCH
AHU AIR HANDLING UNIT EST ESTIMATED MB/S MEGABYTE PER SECOND SWP SERVICE WATER PUMP
AIC AMPERE INTERRUPTING CAPACITY E-STOP EMERGENCY STOP MCC MOTOR CONTROL CENTER SY SQUARE YARD
AIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS ESV EMPTYING SOLENOID VALVE MDS MAIN DISCONNECT SWITCH SYM SYMMETRICAL
AISC AMERICAN SOCIETY OF STEEL & CONSTRUCTION EV, E/V EMPTYING VALVE MECH MECHANICAL T, XFMR TRANSFORMER
ALT ALTERNATE EW EACH WAY MFR MANUFACTURER T/ TOP OF
ALUM ALUMINUM EXH EXHAUST MH MANHOLE TB TERMINAL BLOCK
APPROX APPROXIMATELY EXIST EXISTING MIL ONE THOUSANDTH OF AN INCH TEMP TEMPORARY
ARCH ARCHITECTURAL EXP EXPANSION MIN MINIMUM TF TOP FACE, TRENCH FLOOR
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS EXT EXTERIOR MISC MISCELLANEOUS TH THERMOSTAT
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS F FUSE, DEGREES FAHRENHEIT MJ MONOLITH JOINT, MECHANICAL JOINT THK THICK
ASSY ASSEMBLY F/F FACE TO FACE MK MARK TM TILTMETER
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS FA FIRE ALARM MM MILLIMETER TOC TOP OF CONCRETE
AT AMP TRIP RATING FB FUSE BOX MONO MONOLITH TOG TOP OF GRATING
ATS AUTOMATIC TRANSFER SWITCH F'C 28 DAY COMPRESSION CONCRETE STRENGTH GIVEN IN PSI MTD MOUNTED TOR TOP OF ROCK
AUX AUXILIARY FCM FRACTURE CRITICAL MEMBER MTL METAL TOS TOP OF STEEL
AVG AVERAGE FD FLOOR DRAIN MTS MANUAL TRANSFER SWITCH TP TILT PLATE
AW AIR WHISTLE FF FAR FACE MW, M/W MIDDLE WALL TRANS TRANSVERSE
AWG AMERICAN WIRE GAGE FH FLAT HEAD N NORTH, NITROGEN, NEUTRAL TS TRAFFIC SIGNAL
AWS AMERICAN WELDING SOCIETY FIXT FIXTURE NAVD NORTH AMERICAN VERTICAL DATUM TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
AWWA AMERICAN WATER WORKS ASSOCIATION FL FLOODLIGHT NC NORMALLY CLOSED TYP TYPICAL
B TO B BACK TO BACK FLG FLANGE NEC NATIONAL ELECTRICAL CODE U/S UPSTREAM
B/ BOTTOM OF FLR FLOOR NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UFC UNIFIED FACILITIES CRITERIA
BKR BREAKER FM FLOATING MOORING, FORCE MAIN NF NOT FUSED, NEAR FACE UH UNIT HEATER
BL BASELINE FMB FLOATING MOORING BITT NFPA NATIONAL FIRE PROTECTION ASSOCIATION UL UNDERWRITERS LABORATORIES
BLDG BUILDING FO FIBER OPTIC NGS NATIONAL GEODETIC SURVEY UNC UNIFIED NATIONAL COARSE
BLK BLACK FRP FIBER REINFORCED POLYMER NGVD NATIONAL GEODETIC VERTICAL DATUM UNO UNLESS OTHERWISE NOTED
BLU BLUE FS FAR SIDE NIC NOT IN CONTRACT UP UPPER POOL
BM BEAM FSV FILLING SOLENOID VALVE NO NUMBER, NORMALLY OPEN UPS UNINTERRUPTIBLE POWER SUPPLY
BOT BOTTOM FT FOOT, FEET NOM NOMINAL US UNITED STATES, UPSTREAM
BRG BEARING FU FUSE NPT NATIONAL PIPE THREAD USACE UNITED STATES ARMY CORPS OF ENGINEERS
BRN BROWN FV, F/V FILLING VALVE NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION USLW UPSTREAM LAND WALL
BS BLACK STEEL Fy YIELD STRENGTH NS NEAR SIDE USMW UPSTREAM MIDDLE WALL
BSV BLOCKING SOLENOID VALVE G, GRD GROUND NSRS NATIONAL SPATIAL REFERENCE SYSTEM USRW UPSTREAM RIVER WALL
BT BENT GA GAUGE NTRL, N NEUTRAL UT ULTRASONIC TESTING
BTU BRITISH THERMAL UNITS GAL GALLON NTS NOT TO SCALE V VOLTS
BYP BYPASS GALV GALVANIZED O/O OUT TO OUT VAC VOLTS ALTERNATING CURRENT
C CONDUIT, DEGREES CELSIUS, CONDUCTOR GEN GENERATOR OC ON CENTER VCP VITRIFIED CLAY PIPE
C/C CENTER TO CENTER GFE GOVERNMENT FURNISHED EQUIPMENT OD OUTSIDE DIAMETER VDC VOLTS DIRECT CURRENT
CA COMPRESSED AIR GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER ODOT OHIO DEPARTMENT OF TRANSPORTATION VERT VERTICAL
CAB CABINET GFM GOVERNMENT FURNISHED MATERIAL OF OUTSIDE FACE VFD VARIABLE FREQUENCY DRIVE
CAD COMPUTER-AIDED DRAFTING GFRP GLASS FIBER REINFORCED POLYMER OL OVERLOAD VOIP VOICE OVER INTERNET PROTOCOL
CAHU CONDENSING UNIT GPM GALLONS PER MINUTE OPG OPENING W WATTS, WIDTH, WATER, WEST, WHITE
CAM CAMERA GR GRADE OF STEEL OPP OPPOSITE W/ WITH
CAP CAPACITY GRS GALVANIZED RIGID STEEL OPT OPTIONAL W/OUT WITHOUT
CAT CATALOG GTG GRATING ORG ORANGE WF WIDE FLANGE
CAT6 CATEGORY 6 CABLE GV GATE VALVE P POLE WH WATER HEATER
CB CIRCUIT BREAKER GWB GYPSUM WALL BOARD PB PUSH BUTTON, PULL BOX WOF WELDED ON FEMALE INTERLOCK
C'BORE COUNTER BORE H, HT HEIGHT PBM PRIMARY BENCH MARK WOM WELDED ON MALE INTERLOCK
CCTV CLOSED CIRCUIT TELEVISION HC HEATER CONTACTOR PC PERSONAL COMPUTER, PIECE, PROTECTION CELL WP WATERPROOF, WEATHERPROOF, WORKING POINT
CD COFFERDAM HD HEAD, HIGH DEFINITION, HEAVY DUTY PENNDOT PENNSYLVANIA DEPARTMENT OF TRANSPORTATION WT WEIGHT, TEE SECTION
CFM CUBIC FEET PER MINUTE HDG HOT DIP GALVANIZED PF POWER FACTOR WWR WELDED WIRE REINFORCEMENT
CFRP CARBON REINFORCED POLYMER HDLS HEADLESS PH PHASE YD YARD
CG CENTER OF GRAVITY HDPE HIGH DENSITY POLYETHYLENE PL PLATE YEL YELLOW
CI CAST IRON HEX HEXAGONAL PLC PROGRAMMABLE LOGIC CONTROLLER
CIP CAST-IN-PLACE, CAST IRON PIE HH HANDHOLE PNL PANEL
CJ CONSTRUCTION JOINT HID HIGH INTENSITY DISCHARGE POS POSITIVE
CJT CONTROL JOINT HK HOOK POT POTENTIOMETER
CKT CIRCUIT HMI HUMAN MACHINE INTERFACE PP POWER PANELBOARD
CL CENTERLINE HML HIGH MAST LIGHTING PR PAIR
CLR CLEAR HOA, H-O-A HIGH-OFF-AUTOMATIC PS POWER SUPPLY
CMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL PSC PRESTRESSED CONCRETE
CO CLEANOUT HP HORSEPOWER, HIGH POINT PSF POUNDS PER SQUARE FOOT
COAX COAXIAL HPS HIGH PRESSURE SODIUM PSI POUNDS PER SQUARE INCH
COMM COMMUNICATION HPU HYDRAULIC POWER UNIT PSM POWER SUPPLY MODULE
CONC CONCRETE HS HIGH STRENGTH PT PRESSURE TRANSDUCER
CONN CONNECTION HSA HEADED STUD ANCHOR PTZ PAN TILT ZOOM
CONST CONSTRUCTION HTR HEATER PVC POLYVINYL CHLORIDE
CONT CONTINUOUS HVAC HEATING, VENTILATING & AIR CONDITIONING PWR POWER
COR CONTRACTING OFFICER'S REPRESENTATIVE HW HOT WATER QTY QUANTITY
COV COVERAGE HZ HERTZ R, RAD RADIUS
CPA CORNER PROTECTION TYPE A (HORIZONTAL) I/O INPUT/OUTPUT R/C RIVER CHAMBER
CPB CORNER PROTECTION TYPE B (VERTICAL) IC INCLINOMETER R-8 RIVER WALL MONOLITH NO 8
CPU CENTRAL PROCESSING UNIT ICP INTERLOCK CONTROL PANEL RA RETURN AIR
CR CONTROL RELAY ID INSIDE DIAMETER RECEP RECEPTACLE
CS1, CS-1 CONTROL STATION NO 1 IE INVERT ELEVATION REF REFERENCE
CSK COUNTERSUNK IF INSIDE FACE REINF REINFORCING
CTR, CTRS CENTER, CENTERS IN INCH REQD REQUIRED
CTRL CONTROL INT INTERIOR RMG RELATIVE MOVEMENT GROUP
CU FT, CF CUBIC FOOT INV INVERT RR RAILROAD
CU YD, CY CUBIC YARD IP INTERNET PROTOCOL RT RIGHT, RADIOGRAPH TESTING
CW COLD WATER JB, J BOX JUNCTION BOX RW, R/W RIVER WALL
CWL CONTRACTOR WORK LIMITS JT JOINT S SOUTH
CYL CYLINDER K KIP (1 KIP = 1,000 LBS) SA SUPPLY AIR
DC DIRECT CURRENT KA KILOAMP SAN SANITARY
DEG DEGREE KCMIL ONE THOUSAND CIRCULAR MILS SCADA SUPERVISORY CONTROL & DATA ACQUISITION
DEMO DEMOLITION KSI KIPS PER SQUARE INCH SCH SCHEDULE
DI DUCTILE IRON KVA KILOVOLT AMPS SDR STANDARD DIMENSION RATIO
DIA DIAMETER KW KILOWATT SECT SECTION
DIAG DIAGONAL L ANGLE, LENGTH SEL SELECT
DIM DIMENSION L/C LAND CHAMBER SF SQUARE FOOT
DIP DUCTILE IRON PIPE L/D LOCK AND DAM SH, SHLD SHIELDED
DISC SW, DS DISCONNECT SWITCH L-8 LAND WALL MONOLITH NO 8 SHT SHEET
DL DEAD LOAD LA LIGHTING ARRESTOR SIM SIMILAR
DN DOWN LBS POUNDS SJ CONTRACTION JOINT
DP DEEP, DISTRIBUTION PANEL LC LIGHTING CONTACTOR SL SLOPE
DPDT DOUBLE POLE DOUBLE THROW LCD LIQUID CRYSTAL DIODE SLS SEWAGE LIFT STATION
DPST DOUBLE POLE SINGLE THROW LCY LATCHING CYLINDER SMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
DS, D/S DOWNSTREAM Ld DEVELOPMENT LENGTH SOL SOLENOID
DSLW DOWNSTREAM LAND WALL Ldh HOOK DEVELOPMENT LENGTH SP SUMP PUMP, SPACE
DSMW DOWNSTREAM MIDDLE WALL LDT LINEAR DISPLACEMENT TRANSDUCER SPA SPACING
DSRW DOWNSTREAM RIVER WALL LED LIGHT EMITTING DIODE CLUSTER LAMP SPD SURGE PROTECTIVE DEVICE
DVR DIGITAL VIDEO RECORDER LF LINEAR FEET SPDT SINGLE POLE DOUBLE THROW
DWG, DWGS DRAWING, DRAWINGS LG LONG SPEC SPECIFICATION
DWP DEWATERING PUMP LIN LINEAR SQ SQUARE
E EAST LL LIVE LOAD SR STATE ROAD
70A3P
40A
CIRCUIT BREAKER
TRANSFER SWITCH
HP
HORIZONTAL AND VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
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US Army Corps
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CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
40'
A
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
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US Army Corps
13-JUN-2019 11:22
P
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T S
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G H
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IN
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W
W N
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CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
CONTRACTOR WORK LIMITS
LEGEND
PROPERTY LINE
NOTES:
100' 200'0
SCALE: 1"=100'
RESTROOM
BOAT LAUNCH
INTAKE TOWER
DAM
OFFICE
MANAGEMENT
RESOURCE
RESTROOM
OVERLOOK
PARKING AREA
OVERLOOK
SEE NOTE 2
SEE NOTE 2
CLARION RIVER LAKE
EAST BRANCH
F L O
W
ACCESS ROAD
EAST BRANCH DAM
SEE NOTE 3
(PRIVATE ROAD)
MAPLE LANE
BOAT SAFETY BOOM
CONTRACTOR WORK LIMITS PLAN
1" = 100'-0"
T O S
R
BOAT LAUNCH RAMP
EXISTING WALKING TRAIL
CONCRETE STAIRS
SEE NOTE 1
LAY DOWN AREA
CONTRACTOR
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
PLATFORM - SEE NOTE 6
OF TEMPORARY WORK
PROPOSED LOCATION
BOAT LAUNCH PARKING
CONTRACTOR
AREA SHALL BE PROVIDED BY THE
TRAIL FROM BOAT LAUNCH PARKING
CLEAR PUBLIC ACCESS TO WALKING
OF TEMPORARY WORK PLATFORM
AREA AVAILABLE FOR CONSTRUCTION
N
B
C R
A T
T
G-1063
/S
N
IC
K L
A Z
Z A
R O P .E
C O
N T
R A
C T
O R W
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K L
IM
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S P
L A
N
C
M U
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H Y
C
M A
R T
IN
ON THE DRAWING UPON APPROVAL OF THE CONTRACTING OFFICER.
CONSTRUCTED ANYWHERE IN THE AREA IDENTIFIED AS "AREA AVAILABLE"
ELEVATION OF 1649.78'. TEMPORARY WORK PLATFORM MAY BE
6. PROPOSED TEMPORARY WORK PLATFORM LOCATION IS BASED ON A POOL
THAT THIS IMAGE WAS CAPTURED.
POOL LEVEL IN THIS IMAGE WAS ABNORMALLY LOW FOR THE TIME OF YEAR
AND WAS CAPTURED FOR NAIP ON SEPTEMBER 11, 2017. NOTE THAT THE
AGRICULTURE'S (USDA) NATIONAL AGRICULTURE IMAGERY PROGRAM (NAIP)
5. AERIAL IMAGERY USED WAS OBTAINED THROUGH THE U.S. DEPARTMENT OF
REFERENCE DRAWING O38b-U1-86/1.
4. FOR ADDITIONAL INFORMATION REGARDING THE BOAT LAUNCH RAMP, SEE
OWNED BY THE CORPS OF ENGINEERS.
STORAGE OF MATERIALS AND/OR EQUIPMENT. EAST BRANCH DAM ROAD IS
VEHICLE PARKING, AS A STAGING AREA FOR CONSTRUCTION, OR FOR
THE WORK SITE. THE CONTRACTOR SHALL NOT USE THIS ROAD FOR
ROAD SHALL BE LIMITED TO THE CONTRACTOR TO INGRESS AND EGRESS
ACCESSED VIA SR 1001 (FLOWER VALLEY ROAD). USE OF THE DAM ACCESS
3. THE EAST BRANCH DAM ACCESS ROAD (EAST BRANCH DAM ROAD) SHALL BE
ACCESS IN ACCORDANCE WITH EM 385-1-1.
ENTRY AND EXIT TO AND FROM THE BOAT LAUNCH, AND MAPLE LANE
2. TEMPORARY TRAFFIC CONTROLS SHALL BE PLACED TO ALLOW SAFE PUBLIC
BOAT LAUNCH PARKING AREA AND BOAT LAUNCH RAMP.
RESIDENT ENGINEER. SEE SPECIFICATIONS FOR RESTRICTIONS ON THE
AREA WILL REQUIRE APPROVAL OF THE CONTRACTING OFFICER AND/OR
1. USE OF BOAT LAUNCH PARKING AREA BY THE CONTRACTOR AS A LAY DOWN
J
U N
E
F O
R E
C N -C C
H
IE
F
M1
DAM
AXIS
D O
G
LE
G
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+
23+
24+
25+
P O
B
S T
A . 5
.5
P C
S T
A . 6
.0
PT
STA. 9+08.79
PC
STA. 16+27.66
PT
STA. 17+21.50
PC
STA. 21+07.35
PT
STA. 2
1+9
0.7
POE
STA. 2
5+0
0.0
P O
E
S T A . 5
P O
B
S T
A
P O
E
S T
A
EAST BRANCH CLARION RIVER LAKE
T U
N N
E L
R E S
E R
V O
IR
O
U T L
S79°5 0'41.2
2"W
S °4
'4 .4
"W
S °1
'2
.5
"W
S °4
'3 .4
"W
S60°44'40.98"E
N °4 9' .9 3"
E
= 53°02'54.77" LT
22°41'29.03"D =
R = 252.50'
T = 126.03'
L = 233.78'
P.I. = 7+91.90
CURVE 1
= 21°30'22.88" LT
22°55'05.92"D =
R = 250.00'
T = 47.48'
L = 93.84'
P.I. = 16+74.58
CURVE 2
= 22°58'00.00" LT
27°32'45.77"D =
R = 208.00'
T = 42.26'
L = 83.38'
P.I. = 21+49.03
CURVE 3
D A
M A
X
IS
S T
A T
IO
N
.0
S T
A T
IO
N
.0
D
O G
L E
G
RBAXIS
1-500
5+20 B
6+79.27
M2
LBAXIS
22+95
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CONTROL TOWER
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SHEET ID
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SCALE: 1" = 100'
NORTH
PLAN
100' 200'0
SURVEY CONTROL PLAN
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:25:26 AM 6/13/2019
...\Projects\untitled\untitled\CAD_BIM\_Sheets\AO38b_311_V-1040.dgn
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
MONUMENT NUMBER
HORIZONTAL AND VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
LEGEND:
V-1040V-1040
R P
R
IC
E
A
M A
R T
IN
E Z
W
W N
B
LENGTH OF CURVEL
TANGENTT
RADIUSR
DEGREE OF CURVATURED
DELTA - EXTERNAL ANGLE
POINT OF TANGENTPT
POINT OF CURVEPC
POINT OF INTERSECTIONPI
POINT OF ENDPOE
POINT OF BEGINNINGPOB
ABBREVIATIONS:
- 0.24 = 1710.76 NAVD88).
FEET FROM THE LEGACY ELEVATION TO EQUAL NAVAD88. (I.E. LEGACY 1711.00
ELEVATION TO A MODERN NAVD88 ELEVATION, ONE SHOULD SUBTRACT 0.24
DRAWINGS SHALL BE CONSIDERED A "LEGACY DATUM". TO CONVERT LEGACY
ALL ELEVATIONS ON THIS SHEET ARE NAVD88. ELEVATIONS FROM REFERENCE 9.
VALUES IN US FT).
COORDINATES AND STATIONING FOR THE SURVEY POINTS ESTABLISHED (ALL
HOLDING 6+60 FIXED AT GROUND LEVEL. THE TABLE ANNOTATES THE
FROM GRID COORDINATES. GROUND STATIONING WAS ESTABLISHED BY
SCALE FACTOR OF 1.00011709. THIS ALSO APPLIES TO STATIONING DERIVED
DISTANCES, THE GRID DISTANCES MUST BE MULTIPLIED BY A COMBINED
COORDINATES RESULT IN GRID DISTANCES. IN ORDER TO OBTAIN GROUND
PLANE COORDINATE SYSTEM, NORTH ZONE. INVERSES BETWEEN GRID
THE COORDINATE COMPUTATIONS WERE DONE ON THE PENNSYLVANIA STATE
STATIONING8.
(DAM BASELINE STATION 22+95) TO STATION 5+20 B IS 50°49'56".
THE COMPUTED AZIMUTH OF THE DOGLEG BASELINE FROM STATION 0+00 B 7.
(GROUND STATION 22+95.18).
ROAD ON THE TOP OF THE DAM, AND THE OTHER AT GRID STATION 22+95
AT STATION 6+79.27 AT THE INTERSECTION OF THE ACCESS ROAD AND THE
PARAGRAPH, TWO LARGE SPIKES WERE SET ON THE BASELINE AS WELL, ONE
IN ADDITION TO THE TWO MONUMENTS SET AS DESCRIBED IN THE PREVIOUS 6.
JUST NORTH OF THE SPILLWAY.
CONCRETE ABUTMENT WALL ADJACENT TO THE M2 PEDESTAL MONUMENT,
OFFICE. LBAXIS IS A BRASS USACE DISK GROUTED IN A DRILL HOLE ON A
AREA LOCATED TO THE SOUTH OF THE PARKING LOT FOR THE PROJECT
MONUMENT ENCASED IN CONCRETE, FLUSH WITH THE GROUND IN THE PICNIC
AXIS LINE. RBAXIS IS AN ALUMINUM USACE DISK ON A BERNTSEN PIPE
TWO NEW BASELINE MONUMENTS WERE SET ON THE ABOVE DESCRIBED DAM 5.
1.00011709 MUST BE APPLIED TO THE GRID DISTANCES.
UPSTREAM OF M1. TO OBTAIN GROUND STATIONING, A SCALE FACTOR OF
STATIONING OF M1 IS 6+62.58. THE DAM AXIS WAS ESTABLISHED 7.60 FEET
COMPUTED AZIMUTH OF THE ESTABLISHED AXIS LINE IS 119°15'17". THE
THE NAD83 (NSRS2007) AZIMUTH BETWEEN M1 AND M2 IS 119°15'15". THE 4.
REGISTERED IN THE STATE OF PENNSYLVANIA.
SUPERVISION OF A PROFESSIONAL LAND SURVEYOR DULY AND CURRENTLY
ALL SURVEYING SHALL BE PERFORMED UNDER THE DIRECT AND CONTINUOUS 3.
HORIZONTAL DATUM IS NAD83 (NSRS2007). VERTICAL DATUM IS NAVD88.2.
SHEET PID DK7088, AND POSITIONS FOR M1 AND M2.
POSITION AND NAVD 88 ORTHOMETRIC HEIGHT AS PUBLISHED IN NSRS DATA
THE PRIMARY PROJECT CONTROL PBM 1-500 USING THE NAD83 (NSRS2007)
THE CONTROL FOR THIS PROJECT IS BASED ON THE PUBLISHED POSITION OF 1.
NOTES:
E A
S T B
R A
N C
H C
L A
R
IO
N R
IV
E R L
A K
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P L
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CERTIFIED FINAL DOCUMENTS
J
U N
E
/S
K R
IS
T E
N S
C O
T T
G
IS
P
1. HISTORICAL LAKE ELEVATION HYDROGRAPHS ARE BASED
ON DAILY VALUES FROM CORPS OF ENGINEERS RECORDS
AT EAST BRANCH LAKE.
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
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B
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A L L E
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G
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NTS
2008 TO 2011 INCLUSIVE
ON DAILY VALUES FROM CORPS OF ENGINEERS RECORDS
AT EAST BRANCH LAKE.
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
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F
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S O
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2012 TO 2015 INCLUSIVE
ON DAILY VALUES FROM CORPS OF ENGINEERS RECORDS
AT EAST BRANCH LAKE.
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
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2016 TO 2018 INCLUSIVE
LEGEND
RECESS COVER TO BE REMOVED/DEMOLISHED
EXISTING EQUIPMENT (TO BE REPLACED)
EXISTING CONCRETE
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N C
Y
S E
R V
IC
E A
N D
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC LCSERVICE GATES EMERGENCY GATES
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC LCSERVICE GATES EMERGENCY GATES
NEW LOCATION
FOR INSTALLATION AT A
BE REMOVED AND SAVED
CONNECTING ANGLES TO
EXISTING C13X31.8 AND
FLOOR
CONCRETE
EXISTING
FLOOR
CONCRETE
EXISTING
0 4' 8'2'
SCALE: 1/4"=1'
GATE OPERATING MACHINERY FLOOR PLAN - EL 1726.59
1/4" = 1'-0"
DOGGING FLOOR PLAN - EL 1689.26
1/4" = 1'-0"
OPERATION & STANDBY UNIT ROOM FLOOR PLAN - EL 1707.26
1/4" = 1'-0"
FLOW FLOW
FLOW
BE REMOVED
CONNECTING ANGLES TO
EXISTING C13X31.8 AND
FLOOR
CONCRETE
EXISTING
FLOOR
CONCRETE
EXISTING
AND REPLACED UNO - SEE NOTE 1
TRAVELING GATE HOIST TO BE REMOVED
EXISTING CRANE RAILS AND CLIPS FOR
NOTES:
SHEET G-0062.
3. FOR ABBREVIATIONS USED ON THIS DRAWING, SEE
2. FOR GENERAL PROJECT NOTES, SEE SHEET G-0061.
CRANE RAIL TO REMAIN IN PLACE.
1. RAIL CLIPS ON THE UPSTREAM SIDE OF THE UPSTREAM
/S
N
IC
K L
A Z
Z A
R O P .E
J
U N
E
F O
R E
C N -C C
H
EXISTING EQUIPMENT (TO BE REPLACED)
EXISTING CONCRETE
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
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D B
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S
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A T
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S O
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N N
O
C O
N T
R A
C T N
O
M A
R K
D E
S C
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N D
A T
E
U .S
A R
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®of Engineers
US Army Corps
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W
W N
B
CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
N
B
C R
A T
C-1171
M U
R P
H
M A
R T
IN
O P
E R
A T
IO
N B
U
IL
D
IN
G
S E
R V
IC
E A
N D E
M E
R G
E N
C Y G
A T
E R
E C
E S
S C
O V
E R
S
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC LCSERVICE GATES EMERGENCY GATES
LC
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC LCSERVICE GATES EMERGENCY GATES
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
LC LCSERVICE GATES EMERGENCY GATES
P L
A N
S N
E W R
E C
E S
S C
O V
E R L
O C
A T
IO
N S
GATE OPERATING MACHINERY FLOOR PLAN - EL 1726.59
1/4" = 1'-0"
DOGGING FLOOR PLAN - EL 1689.26
1/4" = 1'-0"
OPERATION & STANDBY UNIT ROOM FLOOR PLAN - EL 1707.26
1/4" = 1'-0"
FLOW
FLOW
FLOW
FLOOR
CONCRETE
EXISTING
FLOOR
CONCRETE
EXISTING
0 4' 8'2'
SCALE: 1/4"=1'
ONLY
THIS FLOOR
4 PLACES
GUARD, TYP
WIRE ROPE
THROUGH THE OPENINGS IN THE FLOORS.
FOR LIFTING OF THE SERVICE AND EMERGENCY GATES
BE CAPABLE OF BEING FULLY OPENED AND/OR REMOVED
STANDBY UNIT ROOM AND DOGGING ROOM FLOORS SHALL
3. GRATING AND WIRE ROPE GUARD ON OPERATIONS AND
REVIEW, AS REQUIRED.
SUBMIT PROPOSED DESIGN, REVISIONS, ETC., FOR
HOIST/MACHINERY PROVIDED. CONTRACTOR SHALL
2. COORDINATE HATCHES AND GRATING WITH ACTUAL
GRATING AND WIRE ROPE GUARD.
PRIOR TO FABRICATION AND INSTALLATION OF NEW
1. CONTRACTOR TO FIELD-VERIFY EXISTING DIMENSIONS
G A
T E
S
E M
E R
G E
N C
Y
S E
R V
IC
E A
N D
MEMBERS BELOW GRATING
CONFLICT WITH MACHINERY BASE
LOCATE HAND HOLDS TO AVOID
1 1/2"x3/16" BAR GRATING
WELDED TO TOP
1/8" RAISED PLATE
DWG C-1176
REFER TO TABLE ON
WELDED TO TOP.
W/1/8" RAISED PLATE
1 1/2"x1/8" BAR GRATING
WELDED TO TOP OR
W/3/16" RAISED PLATE
1 1/2"x3/16" BAR GRATING
GRATING BEARING BAR DIRECTION
/s
N
IC
K L
A Z
Z A
R O P
E
J
U N
E
9 F
O R E
C N -C C
H
1/4 " GAP
/4 G
A P
/4 G
A P
/4 G
A P
1/4 " GAP
3"
/2
2'-8"
2'-3"
1/4" GAP
2'-6"
/4 G
A P
/4 G
A P
/4 G
A P
/4 G
A P
3"
3 1/2 "
/4 G
A P
/4 G
A P
/4 G
A P
/4 G
A P
/4 G
A P
1/4" GAP
/4 G
A P
/4 G
A P
/4 G
A P
1/4 " GAP
/4 G
A P
LEGEND
EXISTING EQUIPMENT (TO BE REPLACED)
EXISTING CONCRETE
A1 NEW FLOOR GRATING PANEL DESIGNATOR
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
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D B
Y
S
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IS
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US Army Corps
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A K
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W
W N
B
CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
N
FLOW
0 2' 4'1'
SCALE: 1/2"=1'
LC CRANE RAILLC CRANE RAIL LC CRANE RAIL LC CRANE RAIL
EXISTING W33X130
FACE OF WEB OF
ANGLES
AND CONNECTING
RELOCATED C13x31.8
FLOOR
CONCRETE
EXISTING
A C-1173
B C-1173
FLOW
A
C-1173
NEW MACHINERY PLATFORM GRATING PLAN
GRATING SUPPORT PLAN AT TRAVEL GATE HOIST
WITH COVER
SECTION
NEW 8" PIPE
GATE HOIST OPERATING MACHINERY PLATFORM PLANS
1/2" = 1'-0"
B
C R
A T
C-1172
N
IC
K L
A Z
Z A
R O P .E
G A
T E H
O
IS
T
IN
G M
A C
H
IN
E R
Y F
L O
O R
G A
T E H
O
IS
T M
A C
H
IN
E R
Y P
L A
T F
O R
M
P L
A N
S
C
M U
R P
H Y
C
M A
R T
IN
H
IN
G E
H
IN
G E
H
IN
G
C-1175
C-1175
HOLD
HAND
TYPICAL
1/4" GAP
L x x /1
L x x /1
A1
A1
A2
A3
B1
B2
B3
B4
B5
A4
A5
A6
A6
A6
A6
A7
A7
A8
A9
C-6176.
INFORMATION, SEE FLOOR GRATING SCHEDULE ON SHEET
3. FOR FLOOR GRATING SIZES, MATERIALS, AND OTHER
ADDITIONAL HINGE REQUIRMENTS.
PANEL WHEN OPENED. REFER TO SPECIFICATIONS FOR
PANEL WITH THE HAND HOLD WILL LAY FLAT ON THE ADJACENT
BETWEEN THE CRANE RAILS SHALL BE HINGED SO THAT THE
2. GRATING PANELS WITH HAND HOLDS THAT ARE LOCATED
SUBMIT PROPOSED DESIGN REVISIONS FOR REVIEW AS REQUIRED.
HATCHES AND GRATING WITH ACTUAL HOIST/MACHINE PROVIDED.
TO FABRICATION AND INSTALLATION OF NEW GRATING. COORDINATE
1. CONTRACTOR TO FIELD-VERIFY EXISTING DIMENSIONS PRIOR
L x x /1
C8x11.5
EXISTING
C8x11.5
EXISTING
2x2x3/16
HSS
1 1/2"x3/16" BAR GRATING
WELDED TO TOP
W/3/16" RAISED PLATE
1 1/2"x3/16" BAR GRATING
TYP
STIFFENER,
N O
T E
H
IN
G E S
E E
GRATING BEARING BAR DIRECTION
F O
R E
C N -C C
H
IE
F
J
U N
E
F O
R E
C N -C C
H
IE
F
MEMBERS BELOW GRATING
CONFLICT WITH MACHINERY BASE
LOCATE HAND HOLDS TO AVOID
3 1/4 "
3 1/4 "
2 1/2 "
/4
/1
3/4 "
N E
W A
S C
E
C
R A
N E R
A
IL
L O
N G T
Y P
IC
A L L
O C
A T
IO
N S
/2
/2
5'-9 3/4 "
R
A
IL
C
L
IP
S E
A C
H S
ID
E O
F N
E W C
R A
N E R
A
IL
S
P A
C E
D
C T
O C D
O W
N S
T R
E A
M R
A
IL
R
A
IL
C
L
IP
S S
P A
C E
D
C T
O C U
P S
T R
E A
M R
A
IL
S
E E N
O T
E
5"2 1/2 "
/8
5"5"5"
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
C O
N T
R A
C T N
O
M A
R K
D E
S C
R
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U .S
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®of Engineers
US Army Corps
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W N
B
CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
LEGEND
EXISTING EQUIPMENT (TO BE REPLACED)
EXISTING CONCRETE
B
C R
A T
C-1173
M U
R P
H Y
C
M A
R T
IN
G A
T E H
O
IS
T
IN
G M
A C
H
IN
E R
Y F
L O
O R
0 2' 4'1'
SCALE: 1/2"=1'
2'0 1' 4'
SCALE: 3/4"=1'
1' 2'0 6"
SCALE: 1-1/2"=1'
LC CRANE RAIL
1/4
TYP
TO BE ASTM A36 OR BETTER.
NOTE: CRANE RAIL CLIP MATERIAL
ASTM A499 GRADE 50
ASCE 80# CRANE RAIL,
LC CRANE RAIL LC CRANE RAIL
ANGLES
AND CONNECTING
RELOCATED C13X31.8
LC CRANE RAIL LC CRANE RAIL
WELDED ON TOP - TYP
GRATING WITH 3/16" PLATE
1 1/2" X 3/16" ALUMINUM BAR
NEW ASCE 80# CRANE RAIL
6"0 3" 1'
SCALE: 3"=1'
3"0 6"1-1/2"
SCALE: 6"=1'
PLAN
ELEVATION
NEW CRANE RAIL AT TRAVELING GATE HOIST - PLAN
1/2" = 1'-0"
N E
W C
R A
N E R
A
IL
A
T T
R A
V E
L
IN
G G
A T
E H
O
IS
T P
L A
N
A N
D M
IS
C
E L L
A N
E O
U S S
E C
T
IO
N S A
N D D
E T
A
IL
S
TYPICAL EACH SIDE
CRANE RAIL CLIP
NOTE:
A
FLOW
A
C-1173
C-1172
SECTION
3/4" = 1'-0"
N
DETAIL
6" = 1'-0"
DETAIL
3" = 1'-0"
B C-1172
SECTION
1 1/2" = 1'-0"
36WF150
EXISTING
36WF150
33WF130
33WF130
C8x11.5
C
C
SPLICE
RAIL
SPLICE
RAIL
C
SECTION
3" = 1'-0"
ASCE 80# RAIL
AND BOLT
SPLICE BARS
SPLICE BARS - 2 HOLE
RAIL DRILLING FOR
3" = 1'-0"
1" DIA HOLE TYP
WITH HOLE PUNCHING
SIDE VIEW OF BARS
3" = 1'-0"
1" DIA HOLE TYP
3/16
3/16
3/16
3/16
33WF130
ANGLES ATTACHED TO THE
STIFFENERS, CHANNELS, AND
EXIST CONCRETE FLOOR,
FEATURES INCLUDING THE
HSS MEMBERS AND EXIST
ALLOW 1" SPACING BETWEEN
EXISTING 33WF130
TOP FLANGE OF
DETAIL
3" = 1'-0"
LC CRANE RAIL3
TYPICAL EACH SIDE
CRANE RAIL CLIP
1/4
EXISTING 33WF130
TOP FLANGE OF
ASTM A499 GRADE 50
ASCE 80# CRANE RAIL,
SEE NOTE 2
RAIL CLIP
EXISTING CRANE
HSS MEMBERS IS 3'-0", TYP
MAXIMUM SPACING BETWEEN
TYP
AS REQUIRED.
HOIST MACHINERY PROVIDED. SUBMIT PROPOSED DESIGN REVISIONS FOR REVIEW,
INSTALLATION OF NEW GRATING. COORDINATE HATCHES AND GRATING WITH ACTUAL
6. CONTRACTOR TO FIELD-VERIFY EXISTING DIMENSIONS PRIOR TO FABRICATION AND
INSTALLATION TO AVOID CONFLICTS.
5. VERIFY PROPOSED LOCATION OF HSS COLUMNS AND BRIDGE RAIL CLIPS PRIOR TO
INSTALLATION.
4. VERIFY SELECTED MACHINERY CAN SLIDE OVER RAIL PRIOR TO FABRICATION AND
IN ACCORDANCE WITH SPECIFICATIONS.
3. PAINT ALL NEW STEEL AND ALL SURFACES DISTURBED BY DEMOLITION AND CLEANING
INSTRUCTION.
CLIPS AND INSTALL NEW CLIPS SHOWN IN DETAIL 3 AT THOSE LOCATIONS PER COR
NOT TO BE SECURELY ATTACHED TO BEAM TOP FLANGE. REMOVE EXISTING LOOSE
FLANGE. NOTIFY COR IF ANY EXISITNG CRANE RAIL CLIPS TO REMAIN ARE FOUND
REMAIN IF THE CLIPS ARE FOUND TO BE SECURELY ATTACHED TO BEAM TOP
2. INSTALL NEW CRANE RAIL ON UPSTREAM BEAM UNDER EXISTING CLIPS TO
APPROVAL.
SELECTED, SUBMIT PROPOSED RELOCATION DIMENSION FOR REVIEW AND
OF THE EXISITNG C8x11.5 IS REQUIRED BASED ON THE HOIST AND MACHINERY
IF IT DIFFERS FROM THE DIMENSION ASSUMED ON THIS DRAWING. IF RELOCATION
THE HOIST SYSTEM. SUBMIT PROPOSED RELOCATION DIMENSION FOR REVIEW
FOR RELOCATION SHALL BE MOVED TO PROVIDE ADEQUATE CLEARANCE FOR
1. THE EXISTING C13x31.8 AND CONNECTING ANGLES CALLED OUT IN SECTION A
NO SPLICES ALLOWED, TYP
CONTINUOUS L3x3x3/16
F O
R E
C N -C C
H
IE
F
/S
N
IC
K L
A Z
Z A
R O P .E
J
U N
E
/1
T Y
P
/4 G
A P
O P
E N
IN
G
O P
E N
IN
G
O P
E N
IN
G
/4 G
A P
O P
E N
IN
G
T Y
P
/2
TYP
1 3/8 "
T Y
P
/2
TYP
1 1/2 "
2"
1'-11 7/8" 1'-11 7/8"
EXISTING CONCRETE
C1 NEW FLOOR GRATING PANEL DESIGNATOR
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
C O
N T
R A
C T N
O
M A
R K
D E
S C
R
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IO
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A T
E
U .S
A R
M Y C
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P S O
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US Army Corps
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U N -2
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W
W N
B
CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
L
X
X /1
D O
O R S
W
IN
G
3/16 3-12
TYP
3/16 3-12
3/16 3-12
TYP 4 LOCATIONS
WIRE ROPE GUARD,
HOLD
HAND
TYPICALC1
C2
C3
C2
C2
C1
C1C1
L
X x /1
L
X x /1
L
X
X /1
B
3/16 2-4
N
FRAMES AND COVERS FOR SLUICE GATE OPENINGS ON OPERATION FLOOR
1" = 1'-0"
0 1' 2'6"
SCALE: 1"=1'
SERVICE GATE EMERGENCY GATE WELL
NOTES:
REQUIRED
LATCH, 2
NOT WELD
DOOR PANEL - DO
A
LATCH
ALUMINUM
1' HINGE,
WIRE ROPE GUARD
1 1/2" = 1'-0"
WIRE ROPE GUARD DOOR
3/4" = 1'-0"
ELEVATION VIEW
A
SECTION
3/4" = 1'-0"
C-1175
H
IN
G E
H
IN
G E
H
IN
G E
H
IN
G E
H
IN
G E
H
IN
G E
H
IN
G E
H
IN
G E
H
IN
G E
ALUMINUM - 2 REQUIRED
1' CONTINUOUS HINGE,
3/16" ALUMINUM PLATE, TYP
L2x2x3/16
L2x2x3/16
L2x2x3/16
PLATE BACK PANEL
3/16" ALUMINUM
B
SECTION
1 1/2" = 1'-0"
PATTERN PLATE
GRATING W/ 3/16" RAISED
1 1/2" x 3/16" ALUMINUM
3/16" ALUMINUM PLATE
3/16
VIEW W/O UPPER WIRE ROPE GUARD
VIEW W/ UPPER WIRE ROPE GUARD
PATTERN PLATE
GRATING W/ 3/16" RAISED
1 1/2" X 3/16" ALUMINUM
3/16 2-4
3/16" ALUMINUM PLATE
C
SECTION
1 1/2" = 1'-0"
C
B
C R
A T
C-1174
N
IC
K L
A Z
Z A
R O P .E
O P
E R
A T
IO
N F
L O
O R
S E
R V
IC
E A
N D E
M E
R G
E N
C Y G
A T
E R
E C
E S
S C
O V
E R
S
P L
A N
S S
E C
T
IO
N S A
N D D
E T
A
IL
S
C
M U
R P
H Y
C
M A
R T
IN
1' 2'0 6"
SCALE: 1-1/2"=1'
2'0 1' 4'
SCALE: 3/4"=1'
GRATING AND WIRE ROPE GUARD.
PRIOR TO FABRICATION AND INSTALLATION OF NEW
3. CONTRACTOR TO FIELD-VERIFY EXISTING DIMENSIONS
GRATING SCHEDULE.
VALUES SHOWN FOR "A" AND "B" ON THE FLOOR
OF EACH FLOOR GRATING PANEL, BASED ON THE
2. DIMENSIONS "A" AND "B" REPRESENT THE ORIENTATION
SHEET C-6176.
INFORMATION, SEE FLOOR GRATING SCHEDULE ON
1. FOR FLOOR GRATING SIZES, MATERIALS, AND OTHER
L2x2x3/16
L3x3x3/16
BACK PANEL
L3x3x3/16
L2x2x3/16
L2x2x3/16
L3x3x3/16
L2x2x3/16
L3x3x3/16
L2x2x3/16
L3x3x3/16
P A
N E
L O
N L
Y /2
D O
O R
TYP
DOOR PANEL
3/16" PL
AROUND L3x3x3/16
BACK PANEL 1"
COPE DOOR AND
TYP OR EQUAL
ALUMINUM BOLTS,
AND 5/16" THREADED
W/ BAR GRATING
WELDED TO 3/16" PL
DIA/THREAD SIZE,
0.805" L, 5/16"-18
FLANGED RIVET NUT,
ALUMINUM KNURLED
BOLTS, TYP OR EQUAL
5/16" THREADED ALUMINUM
3/16" PL W/ BAR GRATING AND
DIA/THREAD SIZE, WELDED TO
RIVET NUT, 0.805" L, 5/16"-18
ALUMINUM KNURLED FLANGED
T Y
P
GRATING BEARING BAR DIRECTION
WELDED TO TOP
W/3/16" RAISED PLATE
1 1/2"X3/16" BAR GRATING
F O
R E
C N -C C
H
IE
F
J
U N
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C2
/8
/8
/8
/8
2 1/2 "
/4 G
A P
1/4 " GAP 3/4 " GAP
/8
/8
/2
/2
2'-10 1/4 "0 3/4 "
4 1/8 "
3"
1'-4"
3"
8 1/8 "
2'-10 1/4 "0 3/4 "
/8
/4
/8
/4
4 3/4 " 2 1/2 "
2'-4 1/4 "
1'-4"2 1/2 "
/4 G
A P
3/4" X 6 1/2" SLOT
/2
10 1/2 "Ø
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
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D B
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D R
A W
N B
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E C
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D B
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D B
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S O
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N N
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C O
N T
R A
C T N
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M A
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D E
S C
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IO
N D
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U .S
A R
M Y C
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P S O
F E
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IN
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®of Engineers
US Army Corps
-J
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IT
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T R
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A
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A L L E
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A S
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P L
A C
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A C
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S T B
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N R
IV
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A K
E
W
W N
B
CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
LEGEND
EXISTING CONCRETE
NEW FLOOR GRATING PANEL DESIGNATORD1
N
0 1' 2'6"
SCALE: 1"=1'
FRAMES AND COVERS FOR SLUICE GATE OPENINGS ON GATE DOGGING FLOOR
1" = 1'-0"
B
C R
A T
C-1175
N
IC
K L
A Z
Z A
R O P .E
G A
T E D
O G
G
IN
G F
L O
O R
S E
R V
IC
E A
N D E
M E
R G
E N
C Y G
A T
E R
E C
E S
S C
O V
E R
S
P L
A N
S S
E C
T
IO
N S A
N D D
E T
A
IL
S
C
M U
R P
H Y
C
M A
R T
IN
/4
G A
P /4
G A
P /4
G A
P
FLOW
HINGE
HAND HOLD
FLOW
HAND HOLD
HINGE
HINGE
HINGE
NOTE:
6"0 3" 1'
SCALE: 3"=1'
3/16" RAISED PATTERN PLATE
AT GATE DOGGING FLOOR
1/8" RAISED PATTERN PLATE
5/16"Ø BAR
HEX NUT, PEEN END
1/4" BAR WITH 1/2"Ø HOLE
1/8
1 1/2" X 3/16" BAR GRATING
AT GATE DOGGING FLOOR
1 1/2" X 1/8" BAR GRATING
NOTCH GRATING BARS
1 1/4"Ø HOLE
1/4" PLATE
X 1/2" THICK
7 3/4" OD X 6" ID
1/4
ALL BARS
1/4
ALL BARS
G
3/8
ALL BARS
3/8 - 4 3/4 o
C-1172
8" PIPE SECTION W/COVER
3" = 1'-0" 2
C-1175 C-1174 C-1172
HAND HOLD
3" = 1'-0"
MINIMUM
8" STANDARD PIPE,
SERVICE GATE 3 AND 4
HOLD
HAND
EMERGENCY GATE WITH GATE INSTALLED
D1
HAND HOLD
HAND HOLD
HAND HOLD
HINGE
HAND HOLD
D3
D3 D1
D1
D1
D2
E1 E1
E2
E3
E4
E5
EMERGENCY GATE WITHOUT GATE INSTALLED
TO REMAIN
EXISTING GRATING
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
BOLTS, TYP OR EQUAL
GRATING AND 5/16" THREADED ALUMINUM
WELDED TO 3/16" PLATE WITH BAR
NUT, 0.805" L, 5/16"-18 DIA/THREAD SIZE
ALUMINUM KNURLED FLANGED RIVET
1 1/2"x1/8" BAR GRATING
PLATE SAFETY YELLOW, TYP
OF RAISED PATTERN ALUMINUM
PAINT 3" OVERLAPPING SECTIONS
NOTE 4
SEE
BETWEEN THE OPENINGS, TYP
BETWEEN HOIST ROPES AND PLATES SPANNING THE GRATING
4. SIZE PLATES E1 THRU E5 TO ALLOW ADEQUATE CLEARANCE
FULLY OPENED.
GRATING MAY LAY FLAT ON THE ADJACENT CONCRETE FLOOR WHEN
3. HINGES SHALL BE ABLE TO ROTATE 180 DEGREES SUCH THAT THE
INSTALLED.
TO ADVISE PERSONNEL NOT TO TREAD ON THESE PLATES WHEN
AND SHALL BE PAINTED ON THE EDGES WITH SAFETY YELLOW PAINT
ON THE SURFACE. SECTIONS E1 THRU E5 ARE NOT LOAD BEARING
DESIGNED TO WITHSTAND THE WEIGHT OF PERSONNEL TREADING
IN USE. THE TYPE D2 HAS NO WEIGHT RESTRICTIONS AND IS
BE FULLY CLOSED OFF WITH THE D2 GRATING SECTION WHEN NOT
EMERGENCY GATE OPENING WITHOUT THE GATE INSTALLED SHALL
EMERGENCY GATE OPENING HOUSING THE GATE AND HOIST. THE
2. THE E1, E4 AND E5 GRATING SHALL BE INSTALLED AROUND THE
SUBMIT PROPOSED DESIGN REVISIONS FOR REVIEW AS RERQUIRED.
HATCHES AND GRATING WITH ACTUAL HOIST/MACHINERY PROVIDED.
FABRICATION AND INSTALLATION OF NEW GRATING. COORDINATE
1. CONTRACTOR TO FIELD-VERIFY EXISTING DIMENSIONS PRIOR TO
SEE NOTE 2
GRATING BEARING BAR DIRECTION
WELDED TO TOP
W/1/8" RAISED PLATE
1 1/2"X1/8" BAR GRATING
F O
R E
C N -C C
H
IE
F
J
U N
E
B B
A
B
A
A
B
BANDING BAR, TYPBEARING BAR, TYP
H
IN
G E T
Y P
A S R
E Q
U
IR
E D
H A
N D H
O L
D T
Y P
A S R
E Q
U
IR
E D
H
IN
G E T
Y P
A S R
E Q
U
IR
E D
BEARING BAR, TYP BANDING BAR, TYP
H A
N D H
O L
D T
Y P
A S R
E Q
U
IR
E D
H
IN
G E T
Y P
A S R
E Q
U
IR
E D
BEARING BAR, TYP BANDING BAR, TYP
H A
N D H
O L
D T
Y P
A S R
E Q
U
IR
E D
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
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D B
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N N
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C O
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C T N
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D E
S C
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IP
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
-J
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:2
P
IT
T S
B U
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H D
IS
T R
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A N
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D
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S T B
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W
W N
B
CERTIFIED FINAL DOCUMENTS
W
W N
X X
X X
X X
B
C R
A T
C-6176
M U
R P
H
M A
R T
IN
/S
N
IC
O L
A S L
A Z
Z A
R O P .E
S E
R V
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N D E
M E
R G
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C Y G
A T
E C
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F L
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IN
G S
C H
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U L E A
N D D
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A
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N B
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IN
G
1 1/2" X 3/16" ALUMINUM BAR GRATING 1 1/2" X 1/8" ALUMINUM BAR GRATING
OF ALUMINUM GRATING
ALUMINUM, WELDED TO TOP
1/8" RAISED PATTERN PLATE,
OF ALUMINUM GRATING
ALUMINUM, WELDED TO TOP
3/16" RAISED PATTERN PLATE,
FLOOR GRATING SCHEDULE AND DETAILS
FLOOR GRATING PANEL - MARK "A" AND "C" FLOOR GRATING PANEL - MARK "B" FLOOR GRATING PANEL - MARK "D"
FLOOR GRATING PANEL - MARK "E"
OF ALUMINUM GRATING
ALUMINUM, WELDED TO TOP
1/8" RAISED PATTERN PLATE,
1 1/2" X 3/16" ALUMINUM BAR GRATING
SCHEDULE GRATINGFLOOR
MARK
(TOTAL)
QTY
A B MATERIAL HINGES HOLDSHAND
(QUANTITY) OPTIONCONTRACT
REMARKS
BASE 1OPTION 2OPTION
FLOOR MACHINERY HOISTINGGATE
A1 2 1/2"6'-4 1/8" 42'-
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 2
A2 1 6'-4" 1/2"3'-0
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 1 C-1175 SHEET 1, DETAIL SEE - COVER WITH SECTION PIPE 8" REQUIRESGRATING
A3 1 1/2"6'-4 1/2"2'-7
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 1
A4 1 1/4"5'-3 1/2"1'-9
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 1
A5 1 1/4"5'-3 2'-2"
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 1
A6 4 7/8"2'-6 13/16"3'-2
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
Y 1 4
A7 2 1/8"2'-8 7/8"6'-5
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 2
A8 1 1/4"5'-3 2'-8"
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 1
A9 1 1/4"5'-3 2'-3"
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
N 2 1
B1 1 5/8"3'-3 1/2"4'-8 GRATING BAR ALUMINUM 3/16" X 1/2"1 N 2 1
B2 1 1/4"3'-1 5'-9" GRATING BAR ALUMINUM 3/16" X 1/2"1 N 2 1
B3 1 5/8"3'-3 1/2"3'-0 GRATING BAR ALUMINUM 3/16" X 1/2"1 Y 1 1
B4 1 1/4"3'-1 5'-9" GRATING BAR ALUMINUM 3/16" X 1/2"1 N 2 1 C-1175 SHEET 1, DETAIL SEE - COVER WITH SECTION PIPE 8" REQUIRESGRATING
B5 1 5/8"3'-3 1/2"2'-7 GRATING BAR ALUMINUM 3/16" X 1/2"1 N 2 1
FLOOROPERATION
C1 4 7/8"2'-5 5/8"2'-1
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
Y 1 1 1 2
C2 4 7/8"2'-5 5/8"2'-4
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
Y 1 1 1 2
C3 1 7/8"2'-5 1/4"2'-1
PLATE PATTERN RAISED ALUMINUM3/16"
WITH GRATING BAR ALUMINUM 3/16" X 1/2"1
Y 1 1
FLOOR DOGGINGGATE
D1 8 1/4"2'-10 5/8"2'-2
PLATE PATTERN RAISED ALUMINUM1/8"
WITH GRATING BAR ALUMINUM 1/8" X 1/2"1
Y 1 4
D2 1 1/4"2'-10 2'-2"
PLATE PATTERN RAISED ALUMINUM1/8"
WITH GRATING BAR ALUMINUM 1/8" X 1/2"1
N 2 1
D3 1 1/4"2'-4 5/8"2'-2
PLATE PATTERN RAISED ALUMINUM1/8"
WITH GRATING BAR ALUMINUM 1/8" X 1/2"1
N 2 2 2
E1 3 1'-4" 1/2"2'-8 PLATE PATTERN RAISED ALUMINUM1/8" N N/A 1 1 1
E2 2 1/2"2 1/2"2'-8 PLATE PATTERN RAISED ALUMINUM1/8" N N/A 1 1
E3 2 3/4"4 1/2"2'-8 PLATE PATTERN RAISED ALUMINUM1/8" N N/A 1 1
E4 1 1/8"4 1/2"2'-8 PLATE PATTERN RAISED ALUMINUM1/8" N N/A 1
E5 1 1/8"8 1/2"2'-8 PLATE PATTERN RAISED ALUMINUM1/8" N N/A 1
LOCATIONS.
7. SEE SHEETS C-1172, C-1174, AND C-1175 FOR GRATING/PLATING
ACCEPTABILITY PRIOR TO FABRICATION.
100 LBS, CONTACT THE COR OR SUBMIT AN RFI TO DETERMINE
100 LBS. IF PROPOSED WEIGHT OF A GRATING SECTION EXCEEDS
6. MAXIMUM WEIGHT OF EACH FIXED GRATING NOT TO EXCEED
5. DIRECTION OF BEARING BARS INDICATED.
MAXIMUM 4" SPACING.
AT 1" CLEAR SPACING; CROSS BARS TO BE 3/4" DEEP AT
4. BEARING BARS FOR GRATING MARKED "D" TO BE 1 1/2" X 1/8"
DEEP AT MAXIMUM 4" SPACING.
1 1/2" X 3/16" AT 1" CLEAR SPACING; CROSS BARS TO BE 3/4"
3. BEARING BARS FOR GRATING MARKED "A", "B" AND "C" TO BE
PRIOR TO FABRICATION AND INSTALLATION OF NEW GRATING.
2. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS
1. DIMENSIONS SHOWN ARE FROM FACE TO FACE OF GRATING.
F O
R E
C N -C C
H
IE
F
J
U N
E
DOGGING FLOOR
PLAN
EL 1689.26
GATE OPERATING
MACHINERY
FLOOR PLAN
EL 1726.59
OPERATION &
STANDBY UNIT
ROOM FLOOR
PLAN
EL 1707.26
ROOF PLAN
EL 1747.26
4' - 0"
2' - 6" 2' - 4"
3' - 0"
2' - 0"
5' - 0"
4' - 0"
4' - 0"
FLOW
LEGEND:
PREFERRED FLOATING PLANT MOORING LOCATIONS
NORMAL
INTERIM
SUMMER
REGULATION
EL. 1649.78
NORMAL
INTERIM
WINTER
REGULATION
EL. 1622.78
T/ PREFERED
MOORING
LOCATION
EL 1685.00
B/ PREFERED
MOORING
LOCATION
EL 1585.00
BASE OF NEW HSS
EL 1723.41
DOGGING FLOOR
PLAN
EL 1689.26
GATE OPERATING
MACHINERY
FLOOR PLAN
EL 1726.59
OPERATION &
STANDBY UNIT
ROOM FLOOR
PLAN
EL 1707.26
ROOF PLAN
EL 1747.26
2' - 4" 2' - 4"
NORMAL
INTERIM
SUMMER
REGULATION
EL. 1649.78
NORMAL
INTERIM
WINTER
REGULATION
EL. 1622.78
LOW FLOW GATE INTAKE 1
LOW FLOW GATE INTAKE 2
T/ PREFERED
MOORING
LOCATION
EL 1685.00
B/ PREFERED
MOORING
LOCATION
EL 1585.00
BASE OF NEW HSS
EL 1723.41
DOGGING FLOOR
PLAN
EL 1689.26
GATE OPERATING
MACHINERY
FLOOR PLAN
EL 1726.59
OPERATION &
STANDBY UNIT
ROOM FLOOR
PLAN
EL 1707.26
ROOF PLAN
EL 1747.26
3' - 6"
3' - 6" 3' - 6"
3' - 6"
2' - 6" 2' - 6"
NORMAL
INTERIM
SUMMER
REGULATION
EL. 1649.78
NORMAL
INTERIM
WINTER
REGULATION
EL. 1622.78
T/ PREFERED
MOORING
LOCATION
EL 1685.00
B/ PREFERED
MOORING
LOCATION
EL 1585.00
BASE OF NEW HSS
EL 1723.41
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
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IC
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A
T
IO
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D B
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D E
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B M
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T
E D
B Y
D A
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C O
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C T
N O
C
H E
C K
E D
B Y
D R
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N B
Y
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D A
T E
P L O
T D
A T
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U .S
A
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P S
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IN
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S I D
P
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T S
B U
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C O
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F L O
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P L A
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M O
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IN
G
L O
C A
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N S
SD1001
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W W
N X
X X
X X
X X
W W
N B
/S G
R E
G O
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N M
E Y
E R
P
.E
E L E
IS
U
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B Y
A G
L A
G M
E Y
E R
CERTIFIED FINAL DOCUMENTS
A L L E
G H
E N
Y R
IV
E
R B
A S
IN
E
A S
T B
R A
N C
H C
L A
R
IO
N R
IV
E
R L
A K
E R
E P
L A
C E
G A
T E
O P
E R
A T
IN
G
M A
C H
IN
E
R Y
1/16" = 1'-0"
SOUTH ELEVATION
1. PREFERRED REGIONS FOR FLOATING CRANE MOORING ANCHORAGE ARE
INDICATED.
2. MOORING ANCHORAGE SHALL BE OF SUFFICIENT STRENGTH AND STIFFNESS
TO RESIST MAXIMUM EXPECTED LOADS.
3. PROVIDE A MAXIMUM ANCHOR EMBEDMENT OF 15 INCHES.
4. MOORING LOCATIONS AND DESIGN SHALL BE APPROVED BY THE
CONTRACTING OFFICER.
5. ANCHORS SHALL BE REMOVED AND HOLES REPAIRED WITH NON-SHRINK
GROUT UPON COMPLETION OF WORK.
6. FLOATING PLANT SHALL NOT BLOCK LOW FLOW GATE INTAKES SHOWN.
NOTES:
1/16" = 1'-0"
EAST ELEVATION
0 8' 32'16'
SCALE: 1/16"=1'
1/16" = 1'-0"
WEST ELEVATION
SERVICE GATE HOIST GATE NO 4
SERVICE GATE HOIST GATE NO 3
FLOW
TRAVELING EMERGENCY GATE HOIST
NOTES:
1. THE CONCRETE FLOOR AT EL 1726.59 SHALL NOT BE USED TO SUPPORT THE
FULLY ASSEMBLED EXISTING HOISTS DURING DEMOLITION.
2. THE CONCRETE FLOOR AT EL 1726.59 SHALL NOT BE USED TO SUPPORT NEW
HOISTS AT ANY POINT DURING INSTALLATION.
3. MEANS TO MOVE THE NEW HOISTS FROM THEIR CRANE PLACEMENT
LOCATIONS IN THE BUILDING TO THEIR FINAL LOCATIONS MAY USE THE
EXISTING 36WF150 AND 33WF130 BEAMS FOR SUPPORT.
4. HATCHED AREAS OF THE REINFORCED CONCRETE FLOOR SLAB ARE RATED
FOR THREE TONS.
CENTERLINE OF
EXISTING 36WF150'S
CENTERLINE OF
EXISTING 33WF130'S
5' - 6" 3' - 10 5/8" 5' - 9 3/4"
CL CL CLCL
US Army Corps of Engineers ®
SHEET ID
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CERTIFIED FINAL DOCUMENTS
A L L E
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3/8" = 1'-0"
GATE OPERATING MACHINERY FLOOR LOAD
BEARING PLAN
4'0 2' 8'
SCALE: 3/8"=1'
FLOWEXISTING LADDER AFFIXED
TO OUTSIDE WALL AND
INSIDE FACE OF PARAPET
REMOVE EXISTING
ANTENNA MAST
CONCRETE BASE (1'-6"
HIGH) DOWN TO TOP
OF CONCRETE SLAB
REMOVE ROOF DRAIN AND
LEADER AS SHOWN
REMOVE ROOF DRAIN
REMOVE ROOF MATERIAL
DOWN TO CONCRETE SLAB
CUT EXISTING STEEL PIPE
PIPE TO REMAIN
3" 1' - 0"
REMOVE ROOFING FROM PARAPET WALL
TYP
1' - 5"
REMOVE EXISTING LIGHTNING
RODS AND GROUND WIRE FOR
REINSTALLATION ON NEW ROOF
CL CL CLOF BEAM OF BEAM OF BEAM
11' - 10"
7"
SAW CUT FULL DEPTH AND
REMOVE CONCRETE SLAB
9'-1" X 15'-11" X 4" THICK
10' - 3"
9' - 1"
EXISTING 3" AIR VENT TO REMAIN
REMOVE 4" PVC DRAIN TO
VERTICAL PIPE
EXISTING CHIMNEY TO REMAIN
US Army Corps of Engineers ®
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CERTIFIED FINAL DOCUMENTS
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G H
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3/8" = 1'-0"
ROOF DEMOLITION PLAN
4'0 2' 8'
SCALE: 3/8"=1'
EXISTING ROOF
EXISTING LADDER
1. FIELD VERIFY DIMENSIONS AND NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES
PRIOR TO DEMOLITION.
2. EXERCISE CAUTION NOT TO CUT STEEL ROOF BEAMS OR THEIR TRAPEZOIDAL-SHAPED
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