J.1 DWGS_Rock Harbor Rehabilitation_100% Design_08062020.pdf
PDF 7 MB Posted
- Solicitation number
- 6913G621R200006
About this file
This document outlines a federal contract opportunity for construction services at Isle Royale National Park. The US Department of Transportation is seeking to repair and expand the Rock Harbor dock to accommodate vessels and address congestion. Services required include marine construction work, removal and replacement of existing decking and infrastructure, installation of new pilings and structures, and upgrades to fuel and electrical systems. The project location is the Rock Harbor dock on Isle Royale in Lake Superior, and the estimated value is between $1 million to $5 million. The solicitation number will be 6913G621R200006 and will utilize NAICS code 237990 with an SBA size standard of $36.5 million. The acquisition will be set aside for small businesses as a 100% small business set aside. The contract type will be firm fixed price awarded to a single contractor.
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100% DESIGN - FOR REVIEW ONLY
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EXISTING WASTEWATER
PUMP STATION
EXISTING
SIGN
EXISTING FUEL
MANHOLES
EXISTING 2 EACH 2" SINGLE
WALLED DIESEL AND GASOLINE
FUEL LINES BENEATH
CONCESSIONS DOCK
EXISTING 2 EACH 2" DOUBLE
WALLED DIESEL AND GASOLINE
FUEL LINES BURIED BELOW GRADE
EXISTING DIESEL AND GASOLINE
FUEL DISPENSERS ON
CONCESSIONS DOCK
EXISTING WASTEWATER
PUMP FOR SMALL BOATS
VISITORS
CENTER
C O
N C
ES
SI
O N
S
ST
O R
AG
E
4" HOSE FOR EMERGENCY
WASTEWATER PUMPING TO BE
PROVIDED BY CONTRACTOR
REMOVE EXISTING 2" DOUBLE
WALLED DIESEL FUEL LINE AND
4" GALVANIZED STEEL CASING
PIPE FROM SIDE OF DOCK
PROVIDE 2" DOUBLE WALLED DIESEL
FUEL LINE IN 4" SCHEDULE 10
STAINLESS STEEL PIPE EMBEDDED IN
CONCRETE DECK SLAB
REFER TO STRUCTURAL
DRAWINGS FOR REMOVAL
AND REPAIR TO CONCRETE
DECK SLAB
4" QUICK CONNECTION TO THE
RANGER III DOCK EXTENSION
WALKWAY EXTENSION
4"SAN
3"FM
EXISTING PLUMBING
DRAIN LINE
EXISTING FORCE MAIN TO
WASTEWATER TREATMENT PLANT
SEWER CONNECTION
SEE SHEET M501
GASOLINE SPILL BOX
SEE SHEET M501
DIESEL SPILL BOX
SEE SHEET M501
EMERGENCY WASTEWATER PUMPING:
A. USE WASTEWATER PUMPS ON THE RANGER III TO PUMP TO THE
WASTEWATER PUMP STATION THROUGH A FLEXIBLE 4" HOSE.
B. THE WASTEWATER PUMP STATION LEVEL MUST BE CLOSELY
MONITORED AND COORDINATED WITH OPERATION OF THE
WASTEWATER PUMP ON THE RANGER III TO PREVENT AN
OVERFLOW.
C. THE 4" HOSE CONNECTIONS MUST BE MONITORED TO PREVENT
LEAKS OF RAW WASTEWATER ONTO PUBLIC WALKWAY AREAS.
D. THE 4" HOSE MUST BE COMPLETELY DRAINED OF WASTEWATER,
CLEANED, ROLLED UP, AND STORED AFTER EACH USE.
E. CONTRACTOR SHALL PROVIDE FLEXIBLE 4" HOSE AND OUTDOOR
STORAGE CONTAINER. CONTRACTOR SHALL FIELD VERIFY THE
ACTUAL REQUIRED LENGTH BASED ON FINAL LOCATIONS OF
CONNECTIONS (ASSUME 250' FOR BIDDING).
REMOVE EXISTING PLASTIC SPILL
BOX FOR GASOLINEREMOVE EXISTING PLASTIC SPILL
BOX FOR DIESEL
CONNECT TO EXISTING 2" THREADED
GASOLINE AND DIESEL FUEL LINES
SCALE: 1"=10'
MECHANICAL PLAN
1"=10' 0' 10' 20' 30'
4" THREADED ELBOW
4" THREADED
VENT PIPE
4" WOVEN
POLYESTER HOSE
THREADED SWIVEL
CONNECTION
4" QUICK HOSE CONNECTIONS
CONCRETE WASTEWATER
PUMP STATION ±1000
GALLONS CAPACITY
4"Ø SCHEDULE 10
STAINLESS STEEL PIPE
±12" TO 16"
CONCRETE
DECK
DIESEL CABINET SPILL BOX
(DESIGN BASED ON OPW
MODEL 211)
STONE FILL
WOOD
CRIBBING
4"
SUMP PENETRATION
(SEE DRAWING M501)
2" 90 ELBOW TO ALUMINUM
CAM & GROOVE COUPLER
TRANSITION BOX
(SEE DRAWING M501)
NOTES FOR SPILL BOXES:
1. SUPPORT PIPE AND VALVES INSIDE SPILL
BOXES.
2. SEAL ALL PIPE PENETRATIONS THROUGH THE
BOXES WITH FLEXIBLE BOOTS.
3. COMPONENTS MUST BE COMPATIBLE WITH
DIESEL AND GASOLINE AND RESISTANT TO
CORROSION.
34"
CLAMSHELL
FITTING
CLAMSHELL
90° ELBOW
FLEXIBLE ENTRY BOOT
(SEE DRAWING M501)
4"Ø SCHEDULE 10
STAINLESS STEEL PIPE
WITH 2" DIESEL LINE
FROM DIESEL CABINET
SPILL BOX
±12" TO 16" CONCRETE DECK
GASOLINE CABINET SPILL
BOX (DESIGN BASED ON
OPW MODEL 211)
2" CHECK VALVE
2" BALL VALVE
STONE FILL
WOOD
CRIBBING
4"
SUMP PENETRATION
(SEE DRAWING M501)
2" 90 ELBOW TO ALUMINUM
CAM & GROOVE COUPLER
TRANSITION BOX
(SEE DRAWING M501)
34"
CLAMSHELL
FITTING
CLAMSHELL
90° ELBOW
FLEXIBLE ENTRY BOOT
(SEE DRAWING M501)
EXTEND 2" THREADED PIPES FOR
DIESEL AND GASOLINE THROUGH
THE BACK OF THE BOX AND DOWN
TO CONNECT TO THE EXISTING
THREADED PIPES.
2" BALL VALVE
2" CHECK VALVE
4"Ø SCHEDULE 10 STAINLESS
STEEL PIPE CASING, EXTEND
1" INSIDE OF BOX FOR
ATTACHING FLEXIBLE BOOT
±12" TO 16"
CONCRETE
DECK
TOP OF WOOD
CRIBBING WITH
STONE FILL
3/8"Øx4" STAINLESS STEEL
HEADED BOLTS
(TYPICAL AT 12" ON CENTER
ALL AROUND BOX)
REMOVE CONCRETE AND
REPAIR IN ACCORDANCE
WITH STRUCTURAL PLANS
4"Ø SCHEDULE 10
STAINLESS STEEL PIPE
4"x2"x1/4"THICK
STAINLESS
STEEL CHANNEL
1/4"
±34"
3/8"Øx4" STAINLESS STEEL
HEADED BOLTS SET AT 6"
FROM BOTTOM OF BOX
(TYPICAL AT 12" ON CENTER
ALL AROUND BOX)
HANDRAIL
1/4" THICK
STAINLESS STEEL
PLATES (TYP)
BACK OF DOCK
TOP ANGLE NOT
SHOWN FOR
CLARITY TO SHOW
HEADED BOLTS AT
BOTTOM OF BOX
±2 1"
1/4" 4"
1/4" 1/4"
AA
COORDINATE TRANSITION
BOX DIMENSIONS WITH THE
DIESEL FILL CABINET
DIMENSIONS
4"
LIGHT POLE AND CONDUIT
(SEE E401)
6"
8"
FLEXIBLE ENTRY BOOT WITH
HARDWARE MOUNTING FROM
TOPSIDE BY PIPING
MANUFACTURER
SCALE: NONE
SUMP PENETRATION DETAIL
AIR STEM FOR
PRESSURE TESTING
BAND CLAMP
DOUBLE-WALL
PIPING
DOUBLE-WALL
FLEXIBLE PIPING
DOUBLE WALL COUPLING
WITH TEST PORT
UNION
SINGLE-WALL
THREADED PIPING
SPACER
CABINET BOTTOM
BAND CLAMP
BAND CLAMP
FLEXIBLE
RUBBER BOOT
CASING PIPE
DOUBLE WALLED
FUEL PIPE
SCALE: NONE
SEWER CONNECTION
SCALE: NONE
SECTION A-A
SCALE: NONE
TRANSITION BOX
SCALE: NONE
DIESEL SPILL BOX
SCALE: NONE
FLEXIBLE ENTRY BOOT
SCALE: NONE
GASOLINE SPILL BOX
01 01
01 01 01 01
01 01
05 04 07
09 09
VISITORS
CENTER
ST
O
R
AG
E
SIGN
MAIN ELECTRICAL RACK -
WITH SHORE POWER
DISCONNECT AND
PANELBOARD 'B'.
PHOTOCELL FOR DOCK LIGHTS
MOUNTED ON ELECTRICAL RACK
PROVIDE WITH TYPE III
DISTRIBUTION, 3' MOUNTING
ARM, AND ZERO DEGREE TILT
TO MAIN
ELECTRICAL RACK
TO MAIN
ELECTRICAL RACK
4'-9"40'-3"79'-9"
LOCATE BASE PLATE
6" FROM EDGE OF
DOCK (TYP OF 3)
3'-10"
'-8
SCALE: 1"=10'
ELECTRICAL PLAN
1"=10' 0' 10' 20' 30'
01 DEMOLISH LIGHT FIXTURE AND POLE. REMOVE WIRING AND CONDUIT BACK
TO FIRST LIGHT POLE. RETAIN WIRING BACK TO MAIN PANEL.
02 DEMOLISH NAVIGATION BEACON AND POLE. RETAIN WIRING.
03 DEMOLISH SHORE POWER CONNECTION. DEMOLISH CABLES BACK TO MAIN
ELECTRICAL RACK. RETAIN CONDUIT.
04 REMOVE PHOTOCELL AND DUPLEX RECEPTACLE. RETAIN FOR RELOCATION.
REMOVE CONDUIT BETWEEN RECEPTACLE AND PHOTOCELL, AND
PHOTOCELL CONDUIT FITTING.
DEMOLITION NOTES #
01 PROVIDE LIGHT FIXTURE AND POLE. PROVIDE 2#12 + 1#12 GROUND IN
EXISTING CONDUIT BETWEEN LIGHT POLES.
02 PROVIDE NAVIGATION BEACON AND POLE. CONNECT TO EXISTING CIRCUIT.
03 PROVIDE SHORE POWER CONNECTION EQUIPMENT AND WIRING BACK TO
MAIN ELECTRICAL RACK. SEE SHORE POWER ELECTRICAL RACK DETAIL ON
E-501.
04 PROVIDE FLUSH-MOUNTED JUNCTION BOX AND CONNECT WITH EXISTING
CONDUIT.
05 RELOCATE PHOTOCELL AND RECEPTACLE SO IT IS OUTSIDE THE
HAZARDOUS AREA AROUND DIESEL FUEL PIPING FLANGES.
06 PROVIDE MANUAL OVERRIDE SWITCH MOUNTED TO POLE WHICH WILL
OVERRIDE PHOTOCELL CONTROL. SEE LIGHTING CONTROL WIRING
DIAGRAM, THIS SHEET.
07 PROVIDE BLANK COVER PLATE ON RECEPTACLE BOX AND SPLICE WIRING
INSIDE. PROVIDE NEW CONDUIT AND WIRE TO THE RELOCATED
RECEPTACLE/PHOTOCELL LOCATION WITH A CONDUIT SEAL WHERE THE
CONDUIT LEAVES THE BOX. SEE PHOTOCELL MOUNTING DETAIL ON SHEET
E-501.
08 PROVIDE 4#4 AWG WIRE IN 1 1/4" PVC-COATED CONDUIT EMBEDDED IN SLAB
BETWEEN JUNCTION BOX AND NEW SHORE POWER RACK.
09 PROVIDE 3/4" PVC-COATED CONDUIT EMBEDDED IN SLAB BETWEEN
EXISTING FLUSH-MOUNTED JUNCTION BOX AND LIGHT POLE.
#NEW WORK NOTES
1. LED AREA LUMINAIRES SHALL BE PROVIDED WITH TYPE IV DISTRIBUTION
AND FIVE DEGREE TILT UNLESS OTHERWISE NOTED.
2. SIGNAGE MUST BE PROVIDED TO COMPLY WITH THE REQUIREMENTS OF
NFPA 70, ARTICLE 555.24.
3. DURING COMMISSIONING, COORDINATE FINAL FIELD ADJUSTABLE
LUMINAIRE OUTPUT SETTINGS WITH OWNER.
GENERAL NOTES
MANUAL
OVERRIDE
SWITCH
CKT B-3
(MAIN ELECTRICAL RACK) N
LIGHTING
LOADS
PC
SCALE: NOT TO SCALE
LIGHTING CONTROL
WIRING DIAGRAM
NOTE:
RECONFIGURE EXISTING LIGHTING WIRING
TO ACHIEVE THIS CONTROL SCHEME.
PC
PHOTOCELL
(EXISTING AT MAIN
ELECTRICAL RACK)
H
6"x6"x1/4" STEEL BASE PLATE
WITH (4) 3/4"Ø HOLES (TYP)
1" THICK NON-SHRINK GROUT
1/8
AS REQUIRED
METAL SLOTTED
CHANNEL SUPPORT,
1 5/8" GALVANIZED,
AS REQUIRED
CONCRETE
VERTICAL SHALL BE
DOUBLE CHANNEL
3/4"x6" LONG STAINLESS STEEL
EXPANSION ANCHOR OR EPOXY
SET (TYP OF 4 PER SUPPORT)
EQUIPMENT RACK, SEE
DETAIL THIS SHEET
FUSED RECEPTACLE
SWITCH, 100A FUSES,
100A RECEPTACLE MUST
BE COMPATIBLE WITH
RUSSELL-STOLL PLUG
NUMBER JPS1044F
8W" x 8D" WIREWAY, NEMA 4X
ENCLOSED CIRCUIT
BREAKER, 30A, 1Ø
TWIST-LOCK RECEPTACLE,
NEMA L5-30R WITH
WEATHERPROOF COVER
1' -6
NOTE:
PROVIDE #8 AWG BONDING CONDUCTOR
BETWEEN WIREWAY AND EQUIPMENT RACK.
RELOCATED
PHOTOCELL
CONDUIT FITTING
RELOCATED
RECEPTACLE WITH
WEATHERPROOF
COVER
CONDUIT SEAL
3/4"C CONNECTED
TO EXISTING
JUNCTION/SPLICE
BOX
LIGHTING FIXTURE SCHEDULE
FIXTURE
SYMBOL DESCRIPTION
NUMBER
AND TYPE
OF LAMPS
NOMINAL
LUMENS TEMP
MAXIMUM
ALLOWED
WATTS
VOLTAGE MOUNTING NOTES
AREA
LIGHTING LED 13000 4100 125 120 POLE,
+12'-0" AFG
PROVIDE WITH FIELD
ADJUSTABLE OUTPUT
NAVIGATION
BEACON LED 850 N/A 30 120 POLE, +8'-0"
AFG
PROVIDE POLE WITH TENON
MOUNTING OPTION
12"
A
FINISHED GRADE
CHAMFER ALL EDGES
OF CONCRETE BASE 1/2"
POLE - SEE POLE
SKETCH AND
SPECIFICATION
CONDUIT STUBBED UP
ADJACENT TO
HANDHOLE; NUMBER
AND SIZE AS REQUIRED
COPPER EQUIPMENT
GROUNDING CONDUCTOR,
ATTACH TO INTERNAL LUG
WELDED TO INTERIOR OF
POLE. CONDUCTOR TO BE
SAME SIZE AND TYPE AS
SUPPLY PHASE CONDUCTOR.
CIRCUIT CONDUCTORS
AND CONDUIT TO POWER
SOURCE OR NEXT POLE
CIRCUIT CONDUCTORS
AND CONDUIT TO POWER
SOURCE OR NEXT POLE
ANCHOR BOLT BASE
PLATE EMBEDDED IN
CONCRETE
#4 BARS VERTICAL AT
6" EACH FACE
#3 BARS AT 12" ON
CENTER HORIZONTALLY
SCALE: NOT TO SCALE
ANCHOR BASE
POLE FOUNDATION
TAPERED ALUMINUM POLE.
INTERNAL GROUNDING LUG.
TERMINATE CONDUITS INTERNALLY, ADJACENT TO
HANDHOLE.
FULL BASE COVER - TWO-PIECE GALVANIZED STEEL.
CONCRETE FOUNDATION - SEE ANCHOR BASE POLE
FOUNDATION, THIS SHEET.
SE
E
LI
G
H
TI
N G
F
IX
TU
R
E
SC
H
ED
U
LE
9"
SCALE: NOT TO SCALE
ANCHOR BASE
ALUMINUM POLE
POLE
HEIGHT A
12"8'-12'
TOP VIEW 14 IN
4 IN
POLE AS INDICATED
34.5 IN
LUMINAIRE REQUIREMENTS:
1. HOUSING - DIE-CAST ALUMINUM OR DIE-CAST AND EXTRUDED
ALUMINUM WITH INTEGRAL, SELF-CLEANING HEAT SINK FINS, RIBS, OR
EQUIVALENT PASSIVE COOLING MECHANISM. HEAT SINK SHALL BE
INCORPORATED DIRECTLY INTO HOUSING TO ENSURE MAXIMUM HEAT
TRANSFER AND DISSIPATION.
2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON
POLYESTER POWDER COAT. FINISH SHALL PASS 2500 HOUR SALT
SPRAY TEST PER ASTM B117. FINISH COLOR: DARK BRONZE.
3. POWER SUPPLY/LED DRIVER - PROVIDE IN SEPARATE COMPARTMENT
ACCESSIBLE WITHOUT THE USE OF HAND TOOLS. CLASS 1 DRIVER
SHALL OPERATE AT 120/277V, 50/60 HZ. POWER FACTOR GREATER
THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD. MINIMUM EFFICACY
SHALL BE 70 LM/W AT MAXIMUM 600 mA OPERATING CURRENT.
4. LED OPTICAL ASSEMBLY - NUMBER OF LED ARRAYS SHALL VARY TO
ACCOMMODATE DESIRED LUMINAIRE OUTPUT. PROVIDE WITH
EQUIVALENT NEMA TYPE III OR IV DISTRIBUTION AS INDICATED. BUG
UPLIGHT RATING OF U0, WITH BACKLIGHT AND GLARE RATINGS AS
DETERMINED BY LIGHTING ZONE INSTALLED. MINIMUM COLOR
RENDERING INDEX (CRI) SHALL BE 70 FOR CORRELATED COLOR
TEMPERATURE (CCT) OF 4000 K TO 4500 DEGREES K.
5. SURGE PROTECTION - 6 kV MINIMUM, COMPLIANT WITH ANSI C62.41.2.
6. CERTIFICATION - UL AND/OR ETL LISTED, MINIMUM IP65 RATED PER
ANSI/IEC 60529, AND RoHS COMPLIANT.
7. OTHER - THE ABOVE SKETCH IS A NON-PROPRIETARY GRAPHIC
REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE
SPECIFICATION REQUIREMENTS AND IS NOT INTENDED TO INDICATE A
CERTAIN MANUFACTURER'S PREFERENCE. ALL DIMENSIONS ARE
NOMINAL AND VARY PER MANUFACTURER.
SCALE: NOT TO SCALE
LED AREA LUMINAIRE
SCALE: NOT TO SCALE
NAVIGATION BEACON
8 5/8"
TENON OPTION - 2-3/8" TENON
WITH PROVISION FOR WIRING,
COORDINATE WITH LUMINAIRE
LUMINAIRE REQUIREMENTS:
1. BASE - DIE-CAST ALUMINUM OR DIE-CAST AND EXTRUDED ALUMINUM.
ANODIZED FINISH.
2. BEACON - FIXED LED LIGHT SOURCE. LED RATING OF 50,000 HOURS
WITH A CURRENT DRAW OF 250 mA AT 120 VAC.
3. HOUSING DOME - SHATTER-RESISTANT POLYCARBONATE, RED WITH
ABILITY TO PROVIDE SHIELDING TO HALF OF THE DOME (180°
SHIELDING).
4. BIRD-DETERRENT LOCATED ON TOP OF BEACON.
5. CERTIFICATION - UL LISTED, MINIMUM IP65 RATED PER ANSI/IEC 60529,
AND RoHS COMPLIANT.
6. OTHER - THE ABOVE SKETCH IS A NON-PROPRIETARY GRAPHIC
REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE
SPECIFICATION REQUIREMENTS AND IS NOT INTENDED TO INDICATE A
CERTAIN MANUFACTURER'S PREFERENCE. ALL DIMENSIONS ARE
NOMINAL AND VARY PER MANUFACTURER.
BASE
1/
8"
DOME
ANCHOR BOLTS AS RECOMMENDED
BY POLE MANUFACTURER
SCALE: NOT TO SCALE
EQUIPMENT RACK
SCALE: NOT TO SCALE
SHORE POWER
ELECTRICAL RACK
SCALE: NOT TO SCALE
PARTIAL ONE-LINE DIAGRAM
SERVICE
208Y/120V
3P,60 HZ
100A
#2
4#4 + 1#8G IN EXISTING 2"C
MAIN ELECTRICAL RACK
SHORE POWER RACK
2#10 + 1#10G IN 3/4"C
4#4 + 1#8G IN 1 1/4"C
30A
GFCI
WIREWAY
ENCLOSED
CIRCUIT
BREAKER
RECEPTACLE
SWITCH
WITH 100A
CIRCUIT
BREAKER30A TWIST
LOCK RCPT,
NEMA L5-30R
SCALE: NOT TO SCALE
PHOTOCELL
MOUNTING DETAIL
100% DESIGN - FOR REVIEW ONLY
NOTE:
PROVIDE BONDING JUMPER AT WIREWAY, RECEPTACLE
BOX, AND ENCLOSED CIRCUIT BREAKER/SWITCH BOX
BETWEEN THE INCOMING EQUIPMENT GROUNDING
CONDUCTOR AND THE ENCLOSURE.
RUN DECK REINFORCING
THROUGH LIGHT POLE BASE
POUR CONCRETE POLE FOUNDATION
MONOLITHICALLY WITH DECK
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