A02._PLAN_SET_DRAWINGS-2016-03-22-_Lock_22_THU_-_BASE_BID.pdf
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- LD 15, 16, 18, 22 Bulkhead Recesses
- Solicitation number
- W912EK-16-R-0006
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Plan set drawings- Lock 22 Thu. - Base
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BASE BID
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DOWNSTREAM GUIDEWALL FOR FLOATING PLANT
CONTRACTOR MAY UTILIZE THE LOCK CHAMBER AND
REQUIREMENTS). DURING THE LOCK CLOSURE PERIOD, THE
EQUIPMENT ADHERING TO NORMAL QUEUE
LOCK CLOSURE PERIOD (EXCEPT FOR MOVEMENTS OF
CHAMBER OR DOWNSTREAM GUIDEWALL OUTSIDE OF THE
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
WORK AREA
PROJECT
INTERMEDIATE WALL
F L
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A1
GENERAL PLAN
WORK AREA
PROJECT
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PLAN - UPSTREAM TOW HAULAGE
SAWCUT CURB
NEW CONCRETE SLAB
PARKING LOT
ASPHALT
EXISTING
HAULAGE UNIT SLAB
REMOVE EXISTING TOW
HANDRAIL
SECTION OF
REMOVE THIS
FAIRLEAD
REMOVE EXISTING
FAIRLEAD
INSTALL NEW
ROADWAY
EXISTING
22'-0"
M O
N O J
O
IN
T
S T
A .0 B
SH302
B1
4'- 7"
1'- 7"
'-9
SH30
1A1
AT FAIRLEAD
AND REINSTALL HANDRAIL
REMOVE RECONFIGURE
REMAIN
EXISTING FENCE TO
REMAIN
SIDEWALK TO
EXISTING
REMOVE EXISTING SLAB
CONCRETE CURB
REMOVE
TO MATCH SLAB SLOPE
REGRADE SOIL AND SEED
SH302
A1
SH303
A1
THIS LOCATION
HANDRAIL POST AT
INSTALL EXISTING
RECONFIGURE HANDRAIL4
LOCKWALL
LEVEL WITH
S L
O P
E T
O A
S P
H A
L T D
R
IV
E
SH303
C4
SH303
A3
EXISTING SHELTER
REMOVE AND REINSTALL
STRUCTURAL SHEET NOTES
WORK.
WILL NEED TO BE VERIFIED PRIOR TO COMPLETEING SAB
TO THE UPSTREAM END. ANCHOR BOLT CONFIGURATION
DOWNSTREAM END OF THE LOCK SHALL BE MOVED
THE TOW HAULAGE UNIT WHICH CURRENTLY EXISTS AT THE 7.
BUILDING AFTER REMOVAL.
THE GOVERNMENT AND PLACED IN THE MAINTENANCE
EXISTING FAIRLEAD SHALL BECOME PROPERTY OF 6.
FLUSH WITH TOP OF WALL AFTER REMOVAL.
CONCRETE WITH (9) 1" Ø ANCHORS. CUT ANCHORS
EXISTING DOWNSTREAM FAIRLEAD IS SECURED TO 5.
SHALL BE 75% OF DESIGN STRENGTH.
TIME FOR SLAB. CURE TIME FOR THE CONCRETE
CLOSURE PERIOD, INCLUDING CONCRETE CURE
OPERATIONAL PRIOR TO THE END OF CONSTRUCTION
(FAIRLEAD, ELECTRICAL, SLAB) SHALL BE
TOW HAULAGE UNIT ASSOCIATED COMPONENTS F.
NO INTERFERENCE BETWEEN THE CABLE AND FAIRLEAD.
E. ADJUST SLAB LOCATION AND ORIENTATION TO ENSURE
THROUGHOUT THE ENTIRE REEVING PROCESS.
FAIRLEAD WITHOUT ANY INTERFERENCE
DRUM. STRING LINE TO ENSURE CABLE ENTERS
LOCATION OF EACH SIDE OF THE WIRE ROPE
BOTTOM OF DRUM HEIGHT AND CORRESPONDING
ANGLE OF WIRE ROPE, SET AT THE THEORETICAL
ii. USING A STRING LINE TO SIMULATE THE FLEETING
THE THE THU WORE ROPE DRUM ELEVATION.
SUBSEQUENT THU LOCATION, ESTABLISH BOTTOM OF
i. BASED ON PRELIMINARY SLAB LOCATION, AND THUS
ON THE FAIRLEAD, BY PERFORMING THE FOLLOWING.
BETWEEN THE CABLE AND THE ROPE OPENING
CABLE TO DETERMINE IF THERE IS INTERFERENCE
D. DETERMINE THE FLEET ANGLEOF THE TOW HAULAGE
DRAWINGS.
BASED ON DIMENSIONS SHOWN ON THE CONTRACT
TOW HAULAGE UNIT SLAB AND TOW HAULAGE UNIT,
C. TEMPORARILY ESTABLISH THE LOCATION OF THE NEW
NOTED ON THE FAIRLEAD ASSEMBLY.
LOCATE FAIRLEAD AT THE MINIMUM DIMENSIONS B.
UNIT, AND THE WIRE ROPE DRUM WIDTH.
LEAD ELEVATION ABOVE THE BOTTOM OF THE
DRUM. DIMENSIONS REQUIRED ARE THE LINE
A. MEASURE EXISTING DIMENSIONS OF THU WIRE ROPE
HAULAGE UNIT SHALL FOLLOW THE PROCESS BELOW:
4. IN GENERAL, INSTALLATION OF THE DOWNSTREAM TOW
3. EXISTING TOW HAULAGE UNIT SLAB IS 3'-6" x 5'-6".
SHALL NOT EXCEED 5'-0" ON CENTER.
NEW TO EXISTING CONCRETE. CONTRACTION JOINTS
EXPANSION JOINTS SHALL BE INCLUDED AT ALL2.
OF 2" Ø X-STRONG ALUMINIUM PIPE.
C. RECONFIGURING OF HANDRAIL WILL REQUIRE 20 LF
PER ANCHOR-RESIN-CONCRETE INTERFACE.
TENSILE STRENGTH FROM PULLOUT OF 6,000 LBS.
B. EPOXY ADHESIVE SHALL PROVIDE A MIN. ALLOWABLE
WITH 4" MIN. EMBEDMENT.
ALL-THREAD, DIA. TO MATCH EXISTING DIA.
GALVANIZED STEEL. ANCHOR RODS SHALL BE
A. ANCHOR RODS, NUTS AND WASHERS SHALL BE
ADHESIVE ANCHORS SHALL CONSIST OF THE FOLLOWING:
FOUR ANCHORS PER POST, FOR A TOTAL OF 12 ANCHORS.
ANCHORS PER POST. THERE ARE THREE POSTS WITH
ANCHORED TO THE NEW SIDEWALK WITH (4) EPOXY
AND REINSTALLED AS NOTED. THE POSTS WILL BE
1. EXISTING HANDRAIL SHALL BE REMOVED, RECONFIGURED,
D O
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SH1020 2' 4' 8'SCALE : 1/4"=1'-0"
PLAN - DOWNSTREAM TOW HAULAGE
ROADWAY
EXISTING
GATE
EXISTING
NEW APPROACH SLAB
HAULAGE UNIT SLAB
REMOVE EXISTING TOW
APPROACH SLAB
LIMITS OF NEW
SIDEWALK WITHIN
REMOVE EXISTING
FAIRLEAD
REMOVE EXISTING
FAIRLEAD
INSTALL NEW
ELECTRICAL CONDUITS
EXISTING
M O
N O J
O
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T
S T
A .0 A
4'-7"
1'-7"
SH301
B1
SH301
D1
STRUCTURAL SHEET NOTES
SH303
A3
SH303
A1
SIDEWALK
EXISTING
SAWCUT
REMAIN
EXISTING FENCE TO
ELECTRICAL DRAWINGS
NEW COUPLING LIGHT. SEE
EXISTING SHELTER
REMOVE AND REINSTALL
CONTRACTION JOINT
EXISTING
AT FAIRLEAD
RECONFIGURE HANDRAIL
E X
IS
T
IN
G S
ID
E W
A L K
R E
M O
V E A
N D R
E P L A
WORK.
WILL NEED TO BE VERIFIED PRIOR TO COMPLETEING SAB
TO THE UPSTREAM END. ANCHOR BOLT CONFIGURATION
DOWNSTREAM END OF THE LOCK SHALL BE MOVED
THE TOW HAULAGE UNIT WHICH CURRENTLY EXISTS AT THE 7.
BUILDING AFTER REMOVAL.
THE GOVERNMENT AND PLACED IN THE MAINTENANCE
EXISTING FAIRLEAD SHALL BECOME PROPERTY OF 6.
FLUSH WITH TOP OF WALL AFTER REMOVAL.
CONCRETE WITH (9) 1" Ø ANCHORS. CUT ANCHORS
EXISTING DOWNSTREAM FAIRLEAD IS SECURED TO 5.
SHALL BE 75% OF DESIGN STRENGTH.
TIME FOR SLAB. CURE TIME FOR THE CONCRETE
CLOSURE PERIOD, INCLUDING CONCRETE CURE
OPERATIONAL PRIOR TO THE END OF CONSTRUCTION
(FAIRLEAD, ELECTRICAL, SLAB) SHALL BE
TOW HAULAGE UNIT ASSOCIATED COMPONENTS F.
NO INTERFERENCE BETWEEN THE CABLE AND FAIRLEAD.
E. ADJUST SLAB LOCATION AND ORIENTATION TO ENSURE
THROUGHOUT THE ENTIRE REEVING PROCESS.
FAIRLEAD WITHOUT ANY INTERFERENCE
DRUM. STRING LINE TO ENSURE CABLE ENTERS
LOCATION OF EACH SIDE OF THE WIRE ROPE
BOTTOM OF DRUM HEIGHT AND CORRESPONDING
ANGLE OF WIRE ROPE, SET AT THE THEORETICAL
ii. USING A STRING LINE TO SIMULATE THE FLEETING
THE THE THU WORE ROPE DRUM ELEVATION.
SUBSEQUENT THU LOCATION, ESTABLISH BOTTOM OF
i. BASED ON PRELIMINARY SLAB LOCATION, AND THUS
ON THE FAIRLEAD, BY PERFORMING THE FOLLOWING.
BETWEEN THE CABLE AND THE ROPE OPENING
CABLE TO DETERMINE IF THERE IS INTERFERENCE
D. DETERMINE THE FLEET ANGLEOF THE TOW HAULAGE
DRAWINGS.
BASED ON DIMENSIONS SHOWN ON THE CONTRACT
TOW HAULAGE UNIT SLAB AND TOW HAULAGE UNIT,
C. TEMPORARILY ESTABLISH THE LOCATION OF THE NEW
NOTED ON THE FAIRLEAD ASSEMBLY.
LOCATE FAIRLEAD AT THE MINIMUM DIMENSIONS B.
UNIT, AND THE WIRE ROPE DRUM WIDTH.
LEAD ELEVATION ABOVE THE BOTTOM OF THE
DRUM. DIMENSIONS REQUIRED ARE THE LINE
A. MEASURE EXISTING DIMENSIONS OF THU WIRE ROPE
HAULAGE UNIT SHALL FOLLOW THE PROCESS BELOW:
4. IN GENERAL, INSTALLATION OF THE DOWNSTREAM TOW
3. EXISTING TOW HAULAGE UNIT SLAB IS 3'-4" x 5'-5".
SHALL NOT EXCEED 5'-0" ON CENTER.
NEW TO EXISTING CONCRETE. CONTRACTION JOINTS
EXPANSION JOINTS SHALL BE INCLUDED AT ALL2.
OF 2" Ø X-STRONG ALUMINIUM PIPE.
C. RECONFIGURING OF HANDRAIL WILL REQUIRE 20 LF
PER ANCHOR-RESIN-CONCRETE INTERFACE.
TENSILE STRENGTH FROM PULLOUT OF 6,000 LBS.
B. EPOXY ADHESIVE SHALL PROVIDE A MIN. ALLOWABLE
WITH 4" MIN. EMBEDMENT.
ALL-THREAD, DIA. TO MATCH EXISTING DIA.
GALVANIZED STEEL. ANCHOR RODS SHALL BE
A. ANCHOR RODS, NUTS AND WASHERS SHALL BE
ADHESIVE ANCHORS SHALL CONSIST OF THE FOLLOWING:
FOUR ANCHORS PER POST, FOR A TOTAL OF 12 ANCHORS.
ANCHORS PER POST. THERE ARE THREE POSTS WITH
ANCHORED TO THE NEW SIDEWALK WITH (4) EPOXY
AND REINSTALLED AS NOTED. THE POSTS WILL BE
1. EXISTING HANDRAIL SHALL BE REMOVED, RECONFIGURED,
4'-0"
31'-9"
12'-6" U P
S T
R E
A M T
O W H
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SEE DETAIL 1
CONTRACTION JOINT.
T H
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S
/4 O
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/2
M
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CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL
"4
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MATERIAL
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D E
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C1
SIDEWALK JOINT DETAIL
0 1" 2" 3" 4"SCALE : 6"=1'-0"
A4
JOINT DETAIL
SCALE : NO SCALE
REMOVE CURB
SAWCUT
7"
SLAB
NEW APPROACH
0 1" 2" 3" 4"SCALE : 6"=1'-0"C4
SECTION AT CURB
GUTTER
EXISTING
ROADWAY
ASPHALT
EXISTING
JOINT SEALANT
EXPANSION JOINT WITH
GRANULAR BASE
4" COMPACTED
A1
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
EXPANSION JOINT, FILL CHAMFERED AREA WITH SEALANT
EMBED 6" IN EPOXY GROUT
18" LONG #4 SMOOTH BAR @ 24" O.C.
EXISTING LOCKWALL
C O
V E
R
ROADWAY
ASPHALT
EXISTING
SAWCUT
SLAB
NEW APPROACH
0 1" 2" 3" 4"SCALE : 6"=1'-0"A3
SECTION AT CURB
EXPANSION JOINT
O.C. EMBED 6" IN EPOXY GROUT
18" LONG #4 SMOOTH BAR @ 24"
TO PLACING SLAB
GREASE BAR PRIOR
TO PLACING SLAB
GREASE BAR PRIOR
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NEW FAIRLEAD
GENERAL NOTES
CORNER ARMOR
SHEAVE
C/L FAIRLEAD
H E
A V
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C /L F
A
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A D
MONOLITH JOINT
PL. 1", ASTM A709
M O
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
M O
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
HORIZONTAL
TOP OF WALL
WEIGHT
M
IN
8""2 12'-1"2
11'-13" MIN.
12" MIN.
4'-2"
"2 11'-7"2
11'-7
2'-0"
M
IN
3" MIN.
" THICK WASHER, TYP.4
1PLATE
WITH ASTM A354 GR BD NUT, AND
EMBEDDED IN EPOXY GROUT
" ASTM A193 B7 THREADED ROD4
FOOTPRINT
NEW FAIRLEAD
M
IN
4'-2"
M
IN
M
IN
1' MIN. 3" MIN.
4" MIN.
M
IN
"2 11'-7"2
11'-7
M
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" THICK WASHER, TYP.4
1PLATE
WITH ASTM A354 GR BD NUT, AND
EMBEDDED IN EPOXY GROUT
" ASTM A193 B7 THREADED ROD4
UPSTREAM AND DOWNSTREAM END.
EMBEDDED A MINIMUM 2'-0" BELOW THE 8" HORIZONTAL RESURFACING, ON BOTH THE
" DIA., ASTM A193 B7 STEEL. THREADED RODS SHALL BE4
17. THREADED RODS SHALL BE 1
THE EXISTING FAIRLEAD SHEAVE GROOVE LOCATION.
" FROM8
1 JOINT DISTANCES TO THE GROOVE OF THE FAIRLEAD SHEAVE VARIES LESS THAN
NEW FAIRLEADS SHALL BE LOCATED SUCH THAT THE LOCKWALL FACE AND MONOLITH
FIELD MEASUREMENTS OF EXISTING FAIRLEAD LOCATIONS SHALL BE MADE AS SHOWN, AND
6. NEW FAIRLEADS SHALL BE SHOP WELDED TO BASE PLATES PRIOR TO FIELD INSTALLATION.
6X36IWRC ROPE (58,800 LBS).
" DIA. 8
5 PRODUCT SHALL BE RATED FOR BREAKING STRENGTH OF
BASIS IS "SMITH BERGER DECK MOUNTED BALANCED HEAD FAIRLEAD, MODEL MD 616.
5. REPLACEMENT FAIRLEAD SHALL BE A STANDARD MANUFACTURER'S PRODUCT. PRODUCT DESIGN
IN SHOP, USING E70XX ELECTRODES.
4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.5. ALL WELDS SHALL BE COMPLETED
FLUSH AT THE TOP OF WALL ELEVATION IN PREPARATION FOR THE NEW ASSEMBLY.
3. CONTRACTOR SHALL REMOVE UPSTREAM FAIRLEAD UNIT, AND GRIND EXISTING ANCHORS
FAIRLEADS NEAR THE MAINTENANCE BUILDING, AS DIRECTED BY COR.
2. EXISTING FAIRLEADS TO REMAIN GOVERNMENT PROPERTY, AND CONTRACTOR SHALL PLACE
INSTALLED AT THE EXISTING UPSTREAM LOCATION.
ONE ASSEMBLY SHALL BE INSTALLED AT THE EXISTING DOWNSTREAM LOCATION AND ONE
1. CONTRACTOR SHALL PROVIDE AND INSTALL TWO NEW TOW HAULAGE FAIRLEAD ASSEMBLIES.
7/16
7/16
TOWARD LOCK CHAMBER
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AND BOLTED TO THE FAIRLEAD IN THE APPROXIMATE LOCATION SHOWN IN DETAIL D4,
FROM HORIZONTAL IN ITS STATIONARY POSITION. WEIGHT SHALL BE A ONE PIECE UNIT
11. THE HEAD OF THE FAIRLEAD SHALL BE WEIGHTED SUCH THAT THE HEAD IS 10 DEGREES
ANCHORAGE PLATE SHALL BE SEALED AT CONCRETE INTERFACE WITH CAULKING.
SAFETY YELLOW IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS.
10. ALL EXPOSED SURFACES OF TOW-HAULAGE FAIRLEAD ASSEMBLY SHALL BE PAINTED
TESTED IN ACCORDANCE WITH AWS D1.5.
9. 50 PERCENT OF THE WELDS BETWEEN THE FAIRLEAD AND BASE PLATE SHALL BE
THREADED ROD ANCHORS. ANCHOR NUTS SHALL BE ASTM A354, GR BD.
" DIA. HOLES TO ACCOMMODATE2
18. ANCHORAGE PLATE SHALL BE PREDRILLED WITH 1
2'-0"
UPSTREAM LAND WALL OPPOSITE HAND
DOWNSTREAM LAND WALL FAIRLEAD SHOWN
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DETAIL
PLAN-DOWNSTREAM TOW HAULAGE FAIRLEAD ASSEMBLY
A4
PLAN-UPSTREAM TOW HAULAGE FAIRLEAD ASSEMBLY
A1
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®of Engineers
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US Army Corps
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
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TOW HAULAGE
NEW
NEW 90° FITTING
POST
EXISTING HANDRAIL
GALVANIZED PIPE
2" X-STRONG
NEW HANDRAIL
TURN EXISTING FITTING 90°
EXISTING HANDRAIL POST
6'-0"
GENERAL NOTES
SH502
LAYOUT BY ACTUAL FIELD MEASUREMENTS AND SUBMIT FOR APPROVAL.
OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL DETERMINE HANDRAIL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL IDEA
NOTES:
L O
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L A
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W A
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A N
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LANDWALL HANDRAIL - ELEVATION
A1
LOCATION. COLD GALVANIZE PIPE AFTER CUTTING.
2. CONTRACTOR SHALL FIELD CUT PIPE TO FIT EXISTING
AND ONE FOR THE DOWNSTREAM END.
X-STRONG GALVANIZED PIPE, ONE FOR THE UPSTREAM
FOR THE UPSTREAM END AND TWO 10' LENGTHS OF 2"
HANDRAIL WILL TAKE TWO 90° CAST ALUMINUM FITTINGS
CONTRACTOR SHALL ASSUME RECONFIGURATION OF 1.
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STA. 0+00
PINTLELC
UNIT RECEPTACLE
BOX AND TOW HAULAGE
EXISTING POWER JUNCTION
EXISTING FENCE
EXISTING TOW HAULAGE UNIT
CHAMBER
MAIN LOCK
F L
O W
GENERAL NOTES
COR.
BASE LOCATION AND REPAIR OF EXISTING CONCRETE WITH
CLOSE PROXIMITY TO EXISTING BASE. COORDINATE NEW
PREPARATION FOR INSTALLING NEW LIGHT POLE BASE IN
2. REMOVE EXISTING COUPLING LIGHT POLE BASE IN
REMAIN PROPERTY OF THE GOVERNMENT.
FIXTURE, SWITCH, CONDUIT, AND POWER CORD TO COR TO
BOX. TURN OVER EXISTING COUPLING LIGHT POLE, LIGHT
COUPLING LIGHT POWER DISCONNECTION AND PLUG HOLE IN
CONDUCTORS AS REQUIRED IN CANOPY JUNCTION BOX AFTER
JUNCTION BOX ON CANOPY UNDERSIDE. RE-SPLICE
COUPLING LIGHT POWER CORD TO CANOPY BACK TO FIRST
FIXTURE, SWITCH, CONDUIT, AND POWER CORD. REMOVE
CAREFULLY REMOVE EXISTING COUPLING LIGHT POLE, LIGHT 1.
DS DEMOLITION KEY NOTES
DS NEW WORK KEY NOTES
0 2' 4' 8'SCALE : 1/4"=1'-0"
PLAN
NORTH
CORD TO CANOPY JUNCTION BOX
EXISTING COUPLING LIGHT POWER
COUPLING LIGHT POLE LOCATION)
EXISTING COUPLING LIGHT POLE (& NEW
A1
LD 22 DS LANDWALL DEMOLITION / NEW WORK PLAN
REPAIR TRENCH FOR COUPLING LIGHT CONDUIT.
7. COORDINATE WITH PRIME CONTRACTOR TO FILL IN AND
BE INSTALLED INTERNALLY IN POLE.
COUPLING LIGHT. ALL COUPLING LIGHT CONDUCTORS SHALL
TOW HAULAGE UNIT RECEPTACLE PEDESTAL TO NEW
TERMINAL BOARD IN THE EXISTING POWER JUNCTION BOX /
GROUND XHHW COPPER CONDUCTORS FROM THE 120V
6. INSTALL SINGLE CONDUCTOR 2 NO. 12 AWG AND 1 NO. 12 AWG
PEDESTAL TO NEW COUPLING LIGHT LOCATION.
5. INSTALL NEW ¾ INCH INCH PVC COATED RGS CONDUIT FROM
INSTALLATION OF NEW CONDUIT AND CONDUCTORS.
PEDESTAL TO NEW COUPLING LIGHT LOCATION FOR
POWER JUNCTION BOX / TOW HAULAGE UNIT RECEPTACLE
A CONDUIT DEPTH OF 12 INCHES MINIMUM FROM EXISTING
4. SAW CUT CONCRETE TRENCH TO A DEPTH TO ACCOMMODATE
C2, AND C4.
PRIOR TO GALVANIZING. SEE SHEET EH501, DETAILS A2, C1,
AND SWITCH/COVER PLATE SECURING HOLES PREDRILLED
COME FROM THE MANUFACTURER WITH SWITCH OPENING CUT
INTERFERE WITH TIPPING FUNCTION OF POLE. POLE SHALL
FEET ABOVE TOP OF LOCK WALL POSITIONED SO AS NOT TO
WEATHERPROOF LIGHT SWITCH ON POLE AT ELEVATION OF 5
COUPLING LIGHT LOCATION. INSTALL NEW FLUSH MOUNTED
LIGHT LOCATION. COORDINATE WITH COR FOR EXACT
COUPLING LIGHT AT NEW LOCATION CLOSE TO THE EXISTING
CONSTRUCT NEW COUPLING LIGHT BASE AND INSTALL NEW 3.
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F L
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GENERAL NOTES
DS DEMOLITION KEY NOTES
RECEPTACLE PEDESTAL
EXISTING TOW HAULAGE UNIT
GROUND RODS
EXISTING
TO CAMERA
STAND
CONTROL
RIGHT
UPPER
EXISTING 120V CANOPY AND CAMERA POWER 76
INSTALLATION OF NEW CONDUIT.
LOCK WALL AND CAMERA BASE. LEAVE TRENCH OPEN FOR
CONDUIT FOR CAMERA POWER IN GRASSY AREA BETWEEN
EMBEDDED CONDUITS. TRENCH TO EXPOSE AND REMOVE
TOP OF LOCK WALL AND FILL WITH GROUT. ABANDON
CONDUITS ABOVE CONCRETE. CUT CONDUITS FLUSH WITH
7. REMOVE EXISTING TOW HAULAGE UNIT PEDESTAL AND 120V
PROTECT CABLE L2B FOR RECONNECTION.
UPPER RIGHT CONTROL STAND MANHOLE. MAINTAIN AND
120V CONDUCTORS (CABLE L2B) BACK TO JUNCTION BOX-L IN
120V POWER FROM CANOPY/TOW HAULAGE UNIT LIGHTS. PULL
6. DISCONNECT 120V CONDUCTORS FROM CAMERA AND UNPLUG
RODS IF PRACTICAL. OTHERWISE, ABANDON IN PLACE.
EXISTING GROUND RODS IN GRASSY AREA. REMOVE GROUND
FROM TOW HAULAGE UNIT CONTROLLER AND REMOVE TO
CABLE FOR RECONNECTION. DISCONNECT BARE GROUND
RIGHT CONTROL STAND MANHOLE. MAINTAIN AND PROTECT
PEDESTAL 480V 100A RECEPTACLE AND PULL BACK TO UPPER
5. DISCONNECT EXISTING CABLE P28 FROM TOW HAULAGE UNIT
FUTURE REINSTALLATION.
HAULAGE RECEPTACLE AND RECEPTACLE ENCLOSURE FOR
4. REMOVE, MAINTAIN, AND PROTECT EXISTING 480V, 100A TOW
FOR REMAINDER OF CONSTRUCTION.
3. TOW HAULAGE UNIT MAY REQUIRE REMOVAL IF STILL IN PLACE
COR.
BASE LOCATION AND REPAIR OF EXISTING CONCRETE WITH
CLOSE PROXIMITY TO EXISTING BASE. COORDINATE NEW
PREPARATION FOR INSTALLING NEW LIGHT POLE BASE IN
2. REMOVE EXISTING COUPLING LIGHT POLE BASE IN
REMAIN PROPERTY OF THE GOVERNMENT.
FIXTURE, SWITCH, CONDUIT, AND POWER CORD TO COR TO
BOX. TURN OVER EXISTING COUPLING LIGHT POLE, LIGHT
COUPLING LIGHT POWER DISCONNECTION AND PLUG HOLE IN
CONDUCTORS AS REQUIRED IN CANOPY JUNCTION BOX AFTER
JUNCTION BOX ON CANOPY UNDERSIDE. RE-SPLICE
COUPLING LIGHT POWER CORD TO CANOPY BACK TO FIRST
FIXTURE, SWITCH, CONDUIT, AND POWER CORD. REMOVE
CAREFULLY REMOVE EXISTING COUPLING LIGHT POLE, LIGHT 1.
PLAN
NORTH
0 2' 4' 8'SCALE : 1/4"=1'-0"
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LD 22 US LANDWALL DEMOLITION PLAN
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16121110
16151410
10 161513
TO CAMERA
NEW COUPLING LIGHT
NEW RECEPTACLE PEDESTAL
UNIT AND CANOPY
UPPER TOW HAULAGE
GENERAL NOTES US NEW WORK KEY NOTES
US NEW WORK KEY NOTES
0 2' 4' 8'SCALE : 1/4"=1'-0"
A1
LD 22 US LANDWALL NEW WORK PLAN
RGS STUB UP.
FROM THE CONDUCTOR TO THE GROUNDING BUSHING ON THE
EXIT FROM THE CONDUIT STUB UP, INSTALL A GROUND STRAP
NEW LOCATION. AT THE GROUND CONDUCTORS POINT OF
TOW HAULAGE UNIT FRAME OF THE TOW HAULAGE UNIT IN ITS
PEDESTAL, AND ACROSS THE GROUND AND BOLTED TO THE
CONDUIT, OUT THE STUB UP AT THE NEW TOW HAULAGE
STAND MANHOLE THROUGH SCHEDULE 80 PVC GROUND
CONDUCTOR FROM EXISTING GROUND BUS IN CONTROL
BOARD. INSTALL NEW NO. 2 AWG STRANDED COPPER GROUND
PEDESTAL JUNCTION BOX AND TERMINATE ON TERMINAL
STAND MANHOLE AND PULL INTO CONDUIT TO FEED 120V TO
RECEPTACLE. RETRIEVE EXISTING CABLE L2B FROM CONTROL
MANHOLE AND PULL INTO CONDUIT TO FEED 480V PEDESTAL
12. RETRIEVE EXISTING CABLE P28 FROM CONTROL STAND
NON-SHRINK GROUT.
AROUND CONDUITS WHERE THEY EACH ENTER MANHOLE WITH
VERTICALLY 3 INCHES ADJACENT TO THE PEDESTAL. SEAL
COATED RGS CONDUIT 90 DEGREE SWEEP STUBBING UP
PEDESTAL. CONVERT THE SCHEDULE 80 PVC CONDUIT TO PVC
GROUND CONDUIT FROM CONTROL STAND MANHOLE TO
JUNCTION BOX. INSTALL ONE NEW 1 INCH SCHEDULE 80 PVC
VERTICAL RGS CONDUIT FROM REDUCER VERTICALLY UP TO
PEDESTAL TO 480V RECEPTACLE AND ONE NEW 1 INCH
REDUCER VERTICALLY UP TOW HAULAGE UNIT RECEPTACLE
BOX. RUN ONE NEW 2 INCH VERTICAL RGS CONDUIT FROM
UNDER 480V RECEPTACLE, AND THE OTHER UNDER JUNCTION
VERTICALLY 3 INCHES TO UNF UNION AND REDUCER, ONE
TOW HAULAGE UNIT RECEPTACLE PEDESTAL TO STUB UP
EXISTING UPPER RIGHT CONTROL STAND MANHOLE TO NEW
11. INSTALL 2 NEW 3 INCH PVC COATED RGS CONDUITS FROM
CONTROL STAND MANHOLE.
INSTALL NEW CONDUIT AND CONDUCTORS. CORE DRILL INTO
RECEPTACLE PEDESTAL TO EXISTING CAMERA FOR POWER.
12 INCHES MINIMUM FROM NEW TOW HAULAGE UNIT
TRENCH TO A DEPTH TO ACCOMMODATE A CONDUIT DEPTH OF
PEDESTAL TO NEW COUPLING LIGHT. SAW CUT CONCRETE
INCHES MINIMUM FROM NEW TOW HAULAGE UNIT RECEPTACLE
TO A DEPTH TO ACCOMMODATE A CONDUIT DEPTH OF 12
UNIT RECEPTACLE PEDESTAL. SAW CUT CONCRETE TRENCH
RIGHT CONTROL STAND MANHOLE TO NEW TOW HAULAGE
2 CONDUITS AT A DEPTH OF 12 INCHES MINIMUM FROM UPPER
10. SAW CUT CONCRETE TRENCH TO A DEPTH TO ACCOMMODATE
SHEET EH502, DETAILS A1, A4, AND C4. SEE GENERAL NOTE 3.
AND CANOPY LIGHTING/TOW HAULAGE UNIT LIGHTING. SEE
DIMENSIONS OF 10”L X 9”W X 9”D FOR THE COUPLING LIGHT
WEATHERPROOF JUNCTION BOX OF APPROXIMATE
FEET MINIMUM ABOVE LOCK WALL ELEVATION. INSTALL A NEW
HAULAGE RECEPTACLE AND ENCLOSURE AT A HEIGHT OF 5
PEDESTAL LOCATION. REINSTALL EXISTING 480V, 100A TOW
NEW LOCATION. COORDINATE WITH COR FOR EXACT
9. INSTALL NEW TOW HAULAGE UNIT RECEPTACLE PEDESTAL IN
& C4.
PRIOR TO GALVANIZING. SEE SHEET EH501, DETAILS A2, C1, C2
AND SWITCH/COVER PLATE SECURING HOLES PREDRILLED
COME FROM THE MANUFACTURER WITH SWITCH OPENING CUT
INTERFERE WITH TIPPING FUNCTION OF POLE. POLE SHALL
FEET ABOVE TOP OF LOCK WALL POSITIONED SO AS NOT TO
WEATHERPROOF LIGHT SWITCH ON POLE AT ELEVATION OF 5
COUPLING LIGHT LOCATION. INSTALL NEW FLUSH MOUNTED
LIGHT LOCATION. COORDINATE WITH COR FOR EXACT
COUPLING LIGHT AT NEW LOCATION CLOSE TO THE EXISTING
CONSTRUCT NEW COUPLING LIGHT BASE AND INSTALL NEW 8.
RECEPTACLE ON NEW CORD.
FLAME TEST P07-KA070018-MSHA. INSTALL THE EXISTING 120V
MEETS UL 62, CSA STANDARD 22.2 NO.49, MSHA LISTED PASSES
WATER, AND SUNLIGHT RESISTANT, OUTDOOR USE. CABLE
ROYAL TYPE SOOW POWER CABLE 90 DEGREE C, 600V, OIL,
CONDUCTORS AND BE THE SAME OR EQUAL TO SOUTHWIRE
SHALL BE 2 NO. 12 AWG AND 1 NO. 12 AWG GROUND COPPER
CONNECTION FOR CANOPY LIGHTING. THE NEW POWER CABLE
PEDESTAL JUNCTION BOX AND TOW HAULAGE UNIT
ENOUGH TO COMFORTABLY LIE ON GROUND BETWEEN THE
JUNCTION BOX FOR CABLE EXIT. CABLE SHALL BE LONG
CABLE FITTING INSTALLED (AS CABLE SUPPORT) IN BOTTOM OF
LOCK NUT CONDUIT HUBS (MYERS HUBS) WITH CGB CORD AND
CANOPY POWER PLUG. INSTALL 1 INCH SEALED LIQUID TIGHT
HAULAGE UNIT PEDESTAL JUNCTION BOX TO REACH THE
18. INSTALL NEW 120V CANOPY POWER CABLE FROM TOW
INSTALL THE EXISTING 480V PLUG ON NEW CORD.
WITHICEA S-75-381, MSHA ACCEPTED, P-136-135, LR65300.
RHH/RHW-2. CABLE MEETS UL 1650, MADE IN ACCORDANCE
2000V, OIL, WATER AND SUNLIGHT RESISTANT TYPE
INDUSTRIAL TYPE W PORTABLE POWER CABLE 90 DEGREE C,
CONDUCTORS. THE EXISTING POWER CABLE IS SOUTHWIRE
CABLE AND BE 3 NO. 2 AWG AND 1 NO. 6 AWG GROUND COPPER
NEW CABLE SHALL BE THE SAME OR EQUAL TO THE EXISTING
JUNCTION BOX AND TOW HAULAGE UNIT CONTROLLER. THE
COMFORTABLY LIE ON GROUND BETWEEN THE PEDESTAL
RECEPTACLE LOCATION. CABLE SHALL BE LONG ENOUGH TO
HAULAGE UNIT CONTROLLER TO REACH NEW 480V
17. INSTALL TOW HAULAGE UNIT NEW POWER CABLE FROM TOW
REPAIR ALL OPEN TRENCHES.
16. COORDINATE WITH PRIME CONTRACTOR TO FILL IN AND
CONDUCTORS SHALL BE INSTALLED INTERNALLY IN POLE.
BASE AND TO CAMERA JUNCTION BOX. ALL COUPLING LIGHT
UNIT PEDESTAL JUNCTION BOX TO NEW COUPLING LIGHT
TERMINAL BOARD (CABLE L2B TERMINALS) IN TOW HAULAGE
GROUND XHHW COPPER CONDUCTORS FROM THE 120V
15. INSTALL SINGLE CONDUCTOR 2 NO. 12 AWG AND 1 NO. 12 AWG
JUNCTION BOX.
¾ INCH RGS CONDUIT VERTICALLY INTO BOTTOM OF EACH
INCHES TO UNF UNION UNDER EACH JUNCTION BOX. EXTEND
BOX. AT PEDESTAL AND CAMERA, STUB UP VERTICALLY 3
TRENCH FROM PEDESTAL TO EXISTING CAMERA JUNCTION
14. INSTALL ONE NEW ¾ INCH PVC COATED RGS CONDUIT IN
EH502, DETAILS A1, A4, AND C4.
VERTICALLY INTO BOTTOM OF JUNCTION BOX. SEE SHEET
UNDER JUNCTION BOX. EXTEND ¾ INCH RGS CONDUIT
AT PEDESTAL, STUB UP VERTICALLY 3 INCHES TO UNF UNION
TRENCH FROM PEDESTAL TO BASE OF NEW COUPLING LIGHT.
13. INSTALL ONE NEW ¾ INCH PVC COATED RGS CONDUIT IN
DISSIMILAR METALS CORROSION.
BETWEEN JUNCTION BOX AND PEDESTAL PLATE TO PREVENT
USING 316 STAINLESS STEEL BOLTS. USE ISOLATIVE SPACERS
A-1008NFSS6. SECURE JUNCTION BOX TO PEDESTAL PLATE
BREATHER. BASIS OF DESIGN OF JUNCTION BOX IS HOFFMAN
INCH NPT THREADED 316 STAINLESS STEEL BOTTOM
CONDUITS SHALL ENTER THROUGH MYERS HUBS. INSTALL ¾
TERMINAL BLOCKS FOR CONDUCTOR CONNECTIONS.
316L STAINLESS STEEL CLAMP COVER NEMA 4X WITH INTERIOR
3. THE NEW WEATHERPROOF JUNCTION BOX SHALL BE 14 GAUGE
DRAWINGS.
2. CONTRACTOR SHALL COORDINATE WORK WITH STRUCTURAL
CONDUCTOR TRAY RATED CABLE.
CONDUCTOR BONDED SHIELDED, METAL CLAD, OR MULTI
SPECIFICATION FOR CABLE DETAILS. CABLES SHALL BE MULTI
1. SEE REFERENCE DRAWINGS L&D 22, EL60, EL 61, AND
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| MR169-H000XXX |
| MR169-H000XXX |
| MR169_C-H001XXX |
| MR169_C-H001XXX |
| MR169_S-H101XXX |
| MR169_S-H101XXX |
| MR169_S-H102XXX |
| MR169_S-H102XXX |
| MR169_S-H301XXX |
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| MR169_S-H501XXX |
| MR169_S-H501XXX |
| MR169_S-H502XXX |
| MR169_S-H502XXX |
| MR169_E-H001XXX |
| MR169_E-H001XXX |
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| MR169_E-H002XXX |
| MR169_E-H003XXX |
| MR169_E-H003XXX |
| MR169_E-H501XXX |
| MR169_E-H502XXX |
File details come from the government source that posted it. Updated .