B08_-_Atch_1_-_SOW_-_Courtesy_Docks_20240725.pdf

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LAKE COURTESY DOCK REPLACEMENTS Federal contract opportunity
Solicitation number
140P8124Q0035
Issued by
Department of the Interior National Park Service Pacific West Region

About this file

This document is a Statement of Work (SOW) for the procurement, delivery, unloading, assembly, and placement of four new courtesy docks at sites throughout Lake Mead National Recreation Area in Nevada and Arizona. The SOW details the technical specifications for the transition ramps, access walkways, and floating docks, including dimensions, loading, materials, and required accessories such as bumpers, cleats, anchor attachment points, and solar deck lights. The work also includes recycling four existing courtesy docks. The performance period is 240 calendar days after award. The solicitation number is 140P8124Q0035, and the contracting agency is the Department of the Interior National Park Service Pacific West Region.

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Sol_140P8124Q0035_Amd_0003.pdf PDF
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B08_-_Atch_3_-_SCA__NV__2015-5593.pdf PDF
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B08_-_Atch_2_-_SCA__AZ__2015-5467.pdf PDF

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COURTESY DOCKS

LAKE MEAD NATIONAL RECREATION AREA

STATEMENT OF WORK

A. REQUIREMENT:

1. The National Park Services has a requirement to procure, deliver, unload, assemble, and place four (4) new courtesy docks at sites throughout Lake Mead National Recreation Area. Exact locations identified below. Work will also include recycling four (4) existing courtesy docks.

Each courtesy dock will include one (1) transition ramp, two (2) – 40’ long access walkways (i.e. gangways), and one (1) floating dock.

Transition Ramp: One (1) - 12’-0” wide x 16’-0” long.

• 60 PSF live load, L/360 deflection.

• Aluminum (6061) framed.

• Polyethylene tub floats filled with expanded polystyrene foam blocks.

• Composite plank decking. Composite decking color will be light gray.

• One (1) transition plate, 10’-0” wide x 4’-0” long x 0.375” thick with metalized surface.

• Two (2) – 2” diameter anchor attachment points, one (1) on each side of ramp to secure shackles and thimbles for 5/8” diameter anchor cables. Government will provide and attach shackles, thimbles, and cables.

• Install two (2) white LED solar deck light with wing nuts and bolts, one (1) on each side of the transition ramp. (Waterproof Solar Deck Lights (lakelite.com) or equal).

Access Walkways (i.e. gangway): Two (2) - 12’-0” wide x 40’-0” long for a total length of 80 feet.

• 60 PSF live load, L/360 deflection.

• Aluminum (6061) framed.

• Polyethylene tub floats filled with expanded polystyrene foam blocks.

• Composite plank decking. Composite decking color will be light gray.

• Approximately 160 linear feet of polyethylene dock bumpers. Bumpers will be full height of aluminum frame sides at access walkway x 2” deep. Bumpers will be secured to aluminum frame by recessed carriage bolts. Bumper color will be bright (fluorescent) yellow (not painted).

• 16 boat cleats, eight (8) on each side, equally spaced.

• Eight (8) anchor attachment points, four (4) on each side of access walkway to attach shackles and thimbles for 5/8” diameter anchor cables. Government will provide and attach shackles, thimbles, and cables.

• Install 12 white LED solar deck lights with wing nuts and bolts, six (6) on each side of access walkway. (Waterproof Solar Deck Lights (lakelite.com) or equal).

Floating Dock: One (1) - 20’-0” x 20’-0”.

• 15 PSF live load.

• Aluminum (6160) framed.

• Polyethylene tub floats filled with expanded polystyrene foam blocks.

https://lakelite.com/products/solar-deck-lights/

• Composite plank decking. Composite decking color will be light gray.

• Approximately 68 linear feet of polyethylene dock bumpers. Bumpers will be full height of aluminum frame sides at access walkway and floating dock x 2” deep.

Bumpers will be secured to aluminum frame by recessed carriage bolts. Bumper color will be bright (fluorescent) yellow (not painted).

• Six (6) boat cleats, two (2) on three sides, equally spaced.

• Six (6) anchor attachment points to attach shackles and thimbles for 5/8” diameter anchor cables. Government will provide and attach shackles, thimbles, and cables.

• Install four (4) white LED solar deck lights with wing nuts and bolts, one (1) at each corner. (Waterproof Solar Deck Lights (lakelite.com) or equal).

Surface Mounted Solar Deck Lights: Quantity =18.

• LIGHT CHARACTERISTICS

o Light Source 4 Ultra-High Intensity LED o Lumens Output 8 Lumens o LED Colors White o Light Mode Options Constant o Horizontal Output (Degrees) 180° + Horizon o Vertical Divergence (Degrees) +45° o LED Life Expectancy (Hours) >100,000 Hrs

• ELECTRICAL CHARACTERISTICS

o Circuit Protection Integrated o Nominal Voltage 2.4v o Autonomy (hours) 16-20 hrs (On Full Charge) o Temperature Range 14-158° Fahrenheit

• SOLAR CHARACTERISTICS

o Solar Module Type Multicrystalline or Monocrystalline o Power (watts) 0.40 watts o Solar Module Efficiency (%) 16-17%

• POWER SUPPLY

Battery Type High Grade NiCd or NiMh - ECO Friendly Battery Size 2 x AAA Battery Capacity (mAhr) 400 mAhr (Suggested: larger) Nominal Voltage (v) 1.2v/ Battery x 2pcs Battery Service Life 1-3 Years Battery Service Access Yes: User Changeable/Replaceable

• PHYSICAL CHARACTERISTICS

Body Material Anodized Marine Aluminum Lens Material UV Stabilized Polycarbonate External Lens Design Reflector Waterproof Rating IP 68 Mounting Any Flat Surface Height 0.85" Width 4" x 4.10" Weight/Diameter 0.75lbs

2. Project Location: The courtesy docks will be assembled and install at the following locations in Lake Mead National Recreation Area, Nevada and Arizona.

a. One (1) courtesy dock at Cottonwood Cove boat launch ramp (35°29'35.25"N 114°41'06.69"W / 36.493125, -114.685192).

b. One (1) courtesy dock at Willow Beach boat launch ramp (35°52'11.32"N 114°39'39.71"W / 36.869811, -114.661031).

c. One (1) courtesy dock at Echo Bay boat launch ramp (35°17'51.45"N 114°24'12.53"W / 36.297625, -114.403481).

d. One (1) courtesy dock at Katherine Landing boat launch ramp (35°13'08.41"N 114°33'56.91"W)

3. Performance Period: 240 calendar days after Award.

4. Miscellaneous work consists of the following:

a. Removing one (1) solar light fixture from existing Cottonwood Cove courtesy dock and delivering to Cottonwood Cove maintenance facility.

b. Removing one (1) solar light fixture from existing Willow Beach courtesy dock and delivering to Willow Beach maintenance facility.

c. Removing one (1) solar light fixture from existing Echo Bay courtesy dock and delivering to Echo Bay maintenance facility.

d. Removing one (1) kiosk from existing Echo Bay courtesy dock and delivering to Echo Bay maintenance facility.

e. Removing one (1) solar light fixture from existing Katherine Landing courtesy dock and delivering to Katherine Landing maintenance facility.

5. Contact Contracting Officer’s Representative (COR) a minimum of five (5) workdays

(Monday thru Friday) to schedule delivery of new courtesy dock.

6. Also notify COR a minimum of five (5) workdays (Monday thru Friday) to schedule replacement of existing courtesy dock.

7. The existing courtesy docks cannot be removed until new courtesy docks are ready to replace them.

8. Replacing only 1 of 2 existing courtesy dock at Cottonwood Cove.

B. UNLOADING, ASSEMBLING, AND PLACING COURTESY DOCKS

1. Contractor is responsible for offloading courtesy docks.

2. Working Hours: For delivering, assembling, and placing: Regular work hours shall be limited to daylight hours from 8:00 a.m. until 5:00 p.m. Monday through Friday, excluding federal holidays. Work outside regular hours requires approval from the contracting officer.

3. Contractor is required to have liability insurance for duration of offloading, assembling, and placing docks.

4. Preservation of Natural Features: Prevent damage to natural surroundings. Restored damaged areas and replace damaged trees, vegetation, and grass at no expense to the government.

C. PARK INFORMATION

1. Emergency Medical and Accident Reporting:

a. The contractor shall contact Park Dispatch for any medical emergency or traffic accident occurring within the Park.

Emergency number: Dial 911 as needed.

Park Dispatch: 702-293-8932 (emergency) Park Dispatch is called so that the entrance station will be prepared should any emergency vehicles (e.g. ambulance) need to enter the Park and so that any available Emergency Medical Services personnel in the Park might respond until such time as the ambulance arrives.

b. The vendor is required to report ANY personal injury and / or property damage incident occurring within the park. This report must be made to a Law Enforcement Ranger at the first available opportunity before leaving the park:

Park Dispatch: 702-293-8998 (non-emergency)

D. SUBMITTAL PROCEDURES:

Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

1. CM-16 Transmittal Form: All submittals shall be transmitted using National Park Service form CM-16 form, attached to the end of this specification section. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form.

Complete the general information at the top of the form.

a. Provide all required information based on the submittal type

b. Attach all related documents.

c. Sign the CM-16 form in the contractor section at the bottom of the form.

2. Physical samples: Complete the CM-16 form as outlined above, and deliver the physical sample to the CO (or designee) on site for processing. All comments and actions will be documented on the CM-16 form.

3. Submittal Required:

a. Composite plank decking.

b. Dock bumpers.

c. Boat cleats.

d. Anchor attachment points.

e. Solar deck lights.

f. Shop drawings for transition ramp, access walkway (i.e. gangway), and floating dock.

g. Stamped engineering calculations from applicable state.

h. Safety Plan

i. Insurance Certificate

E. SAFETY REQUIREMENTS:

1. Submit Accident Prevention Plan (APP) after contract award but before work starts.

2. Comply with RM-50B, Chapter 21 Contractor Operations.

a. Provide a safe and healthful workplace for all employees on worksite(s).

b. Provide a level of public safety commensurate with exposure at worksite(s).

c. Comply in rectifying all unsafe or unhealthful conditions called to your attention by the Contracting Officer.

d. Allow for informal and formal, announced and unannounced safety inspections by the COR and the appropriate safety officer at the worksite(s).

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-CS

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

COMPLETE COURTESY DOCK

COVER SHEET

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

CUSTOMER SIGNATURE: DATE:

SIGN AND DATE ABOVE INDICATING ACCEPTANCE AND APPROVAL OF THE PROJECT SUBMITTAL PACKAGE IN ITS ENTIRETY.

THIS MUST BE SIGNED AND DATED IN ORDER FOR TOPPER INDUSTRIES 1 LLC. TO PROCEED WITH FABRICATION.

ANY AND ALL CHANGES NOT INITIATED BY TOPPER INDUSTRIES LLC AFTER ACCEPTANCE WILL RESULT IN A CHANGE

ORDER AND MAY RESULT IN THE DELAY OF THE PROJECT.

FABRICATION NOTES

1. BREAK ALL SHARP EDGES.

2. PROVIDE 1/4" DRAIN HOLES IN BOTTOM OF

ALL CHORDS AND HANDRAILS AT BOTH ENDS.

GENERAL STRUCTURAL NOTES

CONFORMS TO 2015 AND 2020 ADM AND 2018 IBC.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL

STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN

ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY IN

THE FINAL CONFIGURATION ONLY.

RAMP LOADING:

LIVE LOAD: 60 PSF

DEFLECTION: L/360

DOCK LOADING:

LIVE LOAD: 15 PSF

DEFLECTION: L/360

STRUCTURAL MATERIAL (UNLESS OTHERWISE SPECIFIED):

ALUMINUM SHAPES AND PIPE: 6061-T6, MILL FINISH.

ALUMINUM TRANSITION PLATES: 5052-H32.

ALUMINUM HANDRAIL AND RETURNS: 6063-T563.

STEEL PLATE, CHANNEL AND ANGLE: ASTM A36.

STEEL HSS: ASTM A500 GRADE B (Fy = 46 KSI).

STEEL W-BEAM: ASTM A992 GRADE 50.

STEEL PIPE: ASTM A53 GRADE B.

GALVANIZING: ASTM A123.

SANDBLASTING: SSPC SP 6-63.

STRUCTURAL WELDING FABRICATION SHALL BE IN ACCORDANCE

WITH THE AA SPECIFICATIONS FOR ALUMINUM STRUCTURES.

WELD USING ALUMINUM FILLER METAL ER5356. FABRICATION,

WELDING, WELDING PROCEDURES AND INSPECTION SHALL

CONFORM TO AWS D1.2:2014 AND AWS D1.1:2010, AS APPLICABLE,

UNLESS OTHERWISE NOTED.

UHMW INDICATES ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE.

NYLATRON INDICATES NYLATRON GSM NYLON, TYPE 6, MoS2 FILLED, CAST.

SIDE ELEVATION VIEW

(SHOWN IN POSITION IF FIRST WALKWAY WAS GROUNDED)

PLAN VIEW

(SHOWN WITH ALL DECKING LEVEL FOR DIMENSIONING)

MAJOR COMPONENT LIST

NOTEITEM QTYDESCRIPTIONITEM

12' X 16' RAMP WITH 12' X 4' TRANSITION RAMP

1RAMPA

12' X 40' DOCK SECTION

12' X 40' DOCK

B

10' X 20' DOCK SECTION

10' X 20' DOCK

C

10' X 20' DOCK SECTION

10' X 20' DOCK

D

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-SP1

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

COMPLETE COURTESY DOCK

SHIPPING PAGE

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

16'-0" 40'-0" 40'-0" 10'-0"

4'-3 9/16"

12'-0" 20'-0"

20'-0"

96'-5 3/4"

PRESUMED 14% GRADE ON LAUNCH

A

10'-0"

B

B C

D

ANCHOR ATTACHMENT POINTS

BOAT CLEATS

(TYPICAL)

ANCHOR ATTACHMENT POINTS

(TYPICAL)

ANCHOR ATTACHMENT POINTS

LED SOLAR DECK LIGHTS

(TYPICAL)

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-SP1

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

COMPLETE COURTESY DOCK

DIMENSIONS FOR SHIPPING

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

2'-5"

20'-6 1/4"

2'-9"

40'-5 1/4"

2'-9"

40'-5 1/4"

10'-2 3/4"

2'-9"

10'-1 1/2"

2'-9"

NOTES:

1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS

ARE IN INCHES.

12'-3"

20'-3"

12'-3"

20'-3"

12'-9"

ANCHOR ATTACHMENT POINTS

(SHOWN IN POSITION IF FIRST WALKWAY WAS GROUNDED)

PLAN VIEW

DETAIL B

B

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-100

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

COMPLETE COURTESY DOCK

SITE ELEVATIONS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

INSTALLATION

THIS PROJECT IS BIDDER DESIGN.

APPROVED TOPPER DRAWINGS

SUPERCEDE BID DRAWINGS.

18 1/2 FREEBOARD

PRESUMED 14% GRADE ON LAUNCH

NOTES:

1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS

ARE IN INCHES.

REDUCED QUANTITY OF CLEATS TO (16),

(8) TOTAL PER DOCK TO KEEP DOCKS SYMETRICAL.

MOVED ANCHOR ATTACHMENTS TO

THIS END OF RAMP.

UPDATED EYE BOLT SIZE.

n2 UPDATED EYE BOLT SIZE

REMOVED 4 INTERNAL ANCHOR ATTACHMENTS LEAVING

4 ANCHOR POINTS PER 40 FT DOCK SECTION

REMOVED SADDLE, ADDED 2 ANCHOR POINTS.

PLAN VIEW

(DECKING REMOVED FOR CLARITY)

END VIEW

DETAIL A

DECKING DETAILS

MAJOR COMPONENT LIST

NOTESIZEMATERIALDESCRIPTIONCOMPONENTITEM

6x4x.250ALUMINUMRECT TUBEWALEA1

6x4x.250ALUMINUMRECT TUBESTRINGERA2

6x4x.250ALUMINUMRECT TUBEEND CAPA3

4x4x.250ALUMINUMSQUARE TUBELEG POSTA6

4x4x.125ALUMINUMSQUARE TUBEDIAGONALA7

4x4x.125ALUMINUMSQUARE TUBEBRIDGEA9

2x2x.125ALUMINUMSQUARE TUBEDECK SUPPORTA10

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMDECKINGA23

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-A200

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

RAMP ASSEMBLY

PLAN, ELEVATION AND SECTION VIEWS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT

JOB NO.

RAMP APPROX

SHIPPING WT = 2521 LBS

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

2. REFERENCE DWGS:

- A201 FOR PARTS LIST.

- A210 FOR WELD DETAILS

- A220 FOR HINGE DETAILS.

- A225 FOR TRANS MOUNT DETAILS

28 15/16

A6

A3

A1 A10A9 A7

A23

6°

A2

A9

SHORE END WATER END

1/2 TYP. 1/4 TYP. GAP FROM ENDS

16 TYP.

LIGHT GRAY

ISOMETRIC VIEW

DETAIL C

DETAIL A

DETAIL B

PARTS LIST

BOLT LENGTHSIZEMATERIALDESCRIPTIONITEM

6x4x.250ALUMINUMRECT TUBEA1

6x4x.250ALUMINUMRECT TUBEA2

6x4x.250ALUMINUMRECT TUBEA3

4x4x.250ALUMINUMSQUARE TUBEA4

4x4x.250ALUMINUMSQUARE TUBEA5

4x4x.250ALUMINUMSQUARE TUBEA6

4x4x.125ALUMINUMSQUARE TUBEA7

4x4x.125ALUMINUMSQUARE TUBEA8

4x4x.125ALUMINUMSQUARE TUBEA9

2x2x.125ALUMINUMSQUARE TUBEA10

1/2" SCH 40ALUMINUMTRANS BARRELA11

1/2" SCH 40ALUMINUMTRANS BARREL WITH HOLEA12

2" SCH 40ALUMINUMPIPE, BARRELA13

1/4x3FBALUMINUMFLAT BAR, BARREL GUSSETA14

1/4x3 1/2FBALUMINUMFLAT BAR, END CAPA15

1/4x4FBALUMINUMTRANS MOUNTA16

1/4x5FBALUMINUMFLAT BARA17

1/2x6ALUMINUMPLATE, END CAPA18

3/8x48ALUM 5052-H32TRANS PLATEA19

1/2" DIAALUMINUMTRANS AXLEA20

3/4x4UHMW, BLKTRANS NOSE, 3/8" TRANS PLT, 00095A21

2x14UHMW, BLKSKID, 2x14, 00070A22

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMA23

2 13/16 in12-24316SSSCREW, ELCO EBN345A24

2 in1/2-13 UNC316SSSCREW, MACH, FLAT HD, HEX DRVA25

6 in1"-8GALVENIZED STEELEYEBOLT - (3018T22)A26

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-A201

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

RAMP ASSEMBLY

PARTS LIST

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT

JOB NO.

A24

A25

SEE DETAIL C

SEE DETAIL B

A22

SEE DETAIL A

SECTION VIEW

LEG POST TO RAMP SKID PLATE

BRIDGE AND BOTTOM DIAGONALS

TO BOTTOM CHORD

DECK SUPPORT TO END CAP

LEG POST SUPPORTS

DETAIL VIEW

WALE TO END CAP

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-A210

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

RAMP ASSEMBLY

WELD DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. IF BOTTOM & SIDE MEMBERS INTERSECT

AT CHORD, APPLY FILLET WELD.

3. REFERENCE DWG A201 FOR PARTS LIST.

TYPICAL END CAP

FOR ALL OPEN TUBE ENDS

1/4

TUBE MEMBER

END CAP

(EXCLUDING WHEEL ENDS

AND SHORE MOUNT TUBES)

TYP.

TYP. TYP.

TYP.

1 TYP.

BOTTOM DIAGONAL

BRIDGE BOTTOM DIAGONAL

CENTERED

ON BRIDGE

DECK SUPPORT

BRIDGE

ELEVATION VIEW

TYPICAL DECK SUPPORT TO BRIDGE

TYP. TYP.

END CAP

DECK SUPPORT

LEG POST

RAMP SKID PLATE

TYP.

WALE / STRINGER

4 1/4

LEG POST

RAMP SKID PLATE

WALE / STRINGER

TYP.

END CAP

WALE

TYP.

TYP.

TYP.

A18

WATER END VIEW

SIDE VIEW

DETAIL A

DETAIL B

A

B

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-A220

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

RAMP ASSEMBLY

HINGE DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. REFERENCE DWG A201 FOR PARTS LIST.

4 15/16

45 1/16 65 1/8 85 3/16 105 1/4 125 5/16 140 1/8

1 15/16 1 15/16

1/4 TYP.

TYP.

2-8

2-8

TYP.TYP.

1 5/16

2 5/16

A13

A17A14

1 3/16

9/16

1/16

1/8

28°

1 1/4

A14

TRANSITION PLATE DETAILS

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-A225

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

RAMP ASSEMBLY

TRANS PLATE ASSEMBLY

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. REFERENCE DWG A201 FOR PARTS LIST.

TRANS NOSE 00095

FASTEN WITH 1/4-20 FH SS

SCREWS AT 6" OC, GRIND

FLUSH WITH TOP OF PLATE

1/8

3/4

1 1/2

3/8

WALE

END CAP

2-8

2-8

TYP.

3 5/16

1" EACH END

FULL LENGTH

ALT WELD BETWEEN

PLATE AND FB AT

FINGER JOINT

TRANSITION PLATE

TRANS MOUNT

7/16

8 11/16

6 1/8 TYP. SPACING

1 13/16

13 13/16

6 1/8 TYP. SPACING

47 3/4

141 1/2

A12 A11

A20

A11

A19

A21

143 1/4

A16 n13/64 THRU

2 1/8

7/16

A12

(DECKING REMOVED FOR CLARITY)

SIDE ELEVATION VIEW

SHORE END VIEW

WATER END VIEW

BOTTOM VIEW

DETAIL A

DECKING DETAILS

MAJOR COMPONENT LIST

NOTESIZEMATERIALDESCRIPTIONCOMPONENTITEM

4x4x.125ALUMINUMSQUARE TUBEBRIDGEB1

2x2x.125ALUMINUMSQUARE TUBEDECK SUPPORTB3

6x2x.250ALUMINUMRECT TUBE

WALE / STRINGER

B4

6x2x.250ALUMINUMRECT TUBEEND CAPB5

C3x1.50x1.14LBALUMINUMCHANNELSLEEPERB10

3660-20POLYETHYLENEFLOAT, TUB, ACEFLOATB17

12"STEEL, HDGCLEAT, 409-12CLEATB29

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-B200

1/4/2023

KP JC UPD PER CUSTOMER RESPONCE

12' x 40' DOCK SECTION

PLAN, ELEVATION AND SECTION VIEWS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

2. REFERENCE DWGS:

- B201 FOR PARTS LIST.

- B210 FOR WELD DETAILS

- B220 FOR HINGE DETAILS.

DOCK APPROX SHIPPING

WEIGHT = 6056 LBS

INCLUDING FLOATS DRY WEIGHT

21 1/2 55 1/2 121 1/2 155 1/2 221 1/2 255 1/2 321 1/2 355 1/2 421 1/2 455 1/2

334 [27'-10"]

382 [31'-10"]

430 [35'-10"]

480 [40'-0"]

36 36

96 96

B5B1B3B4

B10

B29

B17

B4

1/4 TYP. GAP FROM ENDS1/2 TYP.

SHORE END WATER END

28 13/16

4 1/8

4 1/8

28 13/16

8 13/16

8 13/16

136 TYP.

ANCHOR ATTACHMENT LOCATIONS

NEW LOCATIONS FOR ANCHOR

ATTACHMENT POINTS

(TYPICAL)

DETAIL A

DETAIL B

DETAIL D

DETAIL E

DETAIL F

PARTS LIST

BOLT LENGTHSIZEMATERIALDESCRIPTIONITEM

4x4x.125ALUMINUMSQUARE TUBEB1

4x4x.125ALUMINUMSQUARE TUBEB2

2x2x.125ALUMINUMSQUARE TUBEB3

6x2x.250ALUMINUMRECT TUBEB4

6x2x.250ALUMINUMRECT TUBEB5

1 1/2" SCH 40

ALUMINUMPIPE, HINGE PINB6

2" SCH 40ALUMINUMPIPE, BARRELB7

2" SCH 40ALUMINUMPIPE, BARRELB8

L3x2x3/8ALUMINUMANGLEB9

C3x1.50x1.14LBALUMINUMCHANNELB10

1/4x3FBALUMINUMFLAT BAR, BARREL GUSSETB11

1/4x5FBALUMINUMFLAT BARB12

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMB14

3672-20POLYETHYLENEFLOAT, TUB, ACEB15

3672-16POLYETHYLENEFLOAT, TUB, ACEB16

3660-20POLYETHYLENEFLOAT, TUB, ACEB17

3660-16POLYETHYLENEFLOAT, TUB, ACEB18

3 in3/8-16 UNCSTEEL, ZINCBOLT, FB19

5 1/2 in5/8-11 UNCSTEEL, HDGBOLT, HEX, A307B21

5/8-11 UNCSTEEL, HDGNUT, HEXB22

3/8"STEEL, HDGWASHER, PLATE, 2" ODB23

5/8"STEEL, HDGWASHER, FLATB25

2 13/16 in12-24316SSSCREW, ELCO EBN345B26

3 in3/8-16 UNC316SSBOLT, HEXB27

3/8-16 UNC316SSNUT, NYLOCB28

12"STEEL, HDGCLEAT, 409-12B29

3/8"STEEL, HDGWASHER, FLATB24

2 in3/8-16 UNCSTEEL, ZINCBOLT, FB20

1.5x7.25COMPOSITERUBRAIL, MOISTURESHIELD, 2x8, CAPE COD GRAYB13

6 in1"-8GALVENIZED STEELEYEBOLT - (3018T22)B30

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-B201

1/4/2023

KP JC UPD PER CUSTOMER RESPONCE

12' x 40' DOCK SECTION

PARTS LIST

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

B14 B26

B21

B25

B22

B29

B19

B23

SEE DETAIL D

SEE DETAIL E

B27 B28

B20

B24

B13

B17

SEE DETAIL C

SEE DETAIL A

B30

BRIGHT YELLOW

SECTION B-B

SECTION A-A

DETAIL C

B

B

A

A

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-B210

1/4/2023

KP JC UPD PER CUSTOMER RESPONCE

12' x 40' DOCK SECTION

WELD DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. IF BOTTOM & SIDE MEMBERS INTERSECT

AT CHORD, APPLY FILLET WELD.

3. REFERENCE DWG B201 FOR PARTS LIST.

334 [27'-10"]

382 [31'-10"]

430 [35'-10"]

480 [40'-0"]

21 1/2

55 1/2

121 1/2

155 1/2

221 1/2

255 1/2

321 1/2 [26'-9 1/2"]

355 1/2 [29'-7 1/2"]

421 1/2 [35'-1 1/2"]

455 1/2 [37'-11 1/2"]

SLEEPERS

BRIDGES

DECK SUPPORTS

WALE

END CAP

TYP.

TYP.

TYP.

TYP.TYP.

TYP.

WALE

BRIDGE

END CAP

SLEEPER

TYP. @WALES & STRINGER

TYP. TYP.

TYP.

TYP.

STRINGER

END CAP

DECK SUPPORT

32 1/4

136 TYP.

SHORE END VIEW

WATER END VIEW

SIDE VIEW

SIDE VIEW

DETAIL A

DETAIL C

DETAIL B

DETAIL D

A

C

B

D

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-B220

1/4/2023

KP JC UPD PER CUSTOMER RESPONCE

12' x 40' DOCK SECTION

HINGE DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

1/25/2023

KP JC UPDATED EYE BOLT & RUB RAIL

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. REFERENCE DWG B201 FOR PARTS LIST.

0 15

35 1/16 55 1/8 75 3/16 95 1/4 115 5/16 135 3/8 140 1/8

4 15/16

45 1/16 65 1/8 85 3/16 105 1/4 125 5/16 140 1/8

TYP.

TYP.

1/4 TYP.

1/4 TYP.

1 15/16

1 15/16

2-8

2-8

TYP.

2-8

2-8

TYP.

TYP.

TYP.

1 5/16

2 5/16

2 5/16

1 5/16

B8 B7

B12

B7

B12

B11

B11

4 13/16

2 3/8

1 3/16 n7/16 THRU

1/16

1 3/16

9/16

1 1/4 n2 3/8

B11B8

1/8

SIDE ELEVATION VIEW

BOTTOM VIEW

SECTION A-A

DETAIL B

A

A

MAJOR COMPONENT LIST

NOTESIZEMATERIALDESCRIPTIONCOMPONENTITEM

4x4x.125ALUMINUMSQUARE TUBEBRIDGEC1

2x2x.125ALUMINUMSQUARE TUBEDECK SUPPORTC3

6x2x.250ALUMINUMRECT TUBESTRINGERC4

6x2x.250ALUMINUMRECT TUBEWALEC5

6x2x.250ALUMINUMRECT TUBEEND CAPC6

C3x1.50x1.14LBALUMINUMCHANNELSLEEPERC11

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMDECKINGC16

3696-20POLYETHYLENEFLOAT, TUB, ACEFLOATC17

12"STEEL, HDGCLEAT, 409-12CLEATC29

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-C200

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' COMPLETE DOCK SECTION

PLAN, ELEVATION AND SECTION VIEWS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

2. REFERENCE DWGS:

- C201 FOR PARTS LIST.

- C210 FOR WELD DETAILS

- C220 FOR HINGE DETAILS.

DOCK APPROX SHIPPING

WEIGHT = 2581 LBS

INCLUDING FLOATS DRY WEIGHT

51 1/4

68 3/4

8 13/16

C16C29

C17

BRIDGES

DECK SUPPORT

7 1/2 41 1/2 101 1/2 135 1/2 195 1/2 229 1/2

SLEEPERS

4 1/8

28 13/16

32 15/16

C6C5C3C1 C4

C11

WATER END

SHORE END

SHORE END

1/4 TYP. GAP

FROM ENDS

1/2 TYP.

DETAIL A

DETAIL B

DETAIL D

DETAIL E

DETAIL F

PARTS LIST

BOLT LENGTHSIZEMATERIALDESCRIPTIONITEM

4x4x.125ALUMINUMSQUARE TUBEC1

4x4x.125ALUMINUMSQUARE TUBEC2

2x2x.125ALUMINUMSQUARE TUBEC3

6x2x.250ALUMINUMRECT TUBEC4

6x2x.250ALUMINUMRECT TUBEC5

6x2x.250ALUMINUMRECT TUBEC6

1 1/2" SCH 40ALUMINUMPIPE, HINGE PINC7

2" SCH 40ALUMINUMPIPE, BARRELC8

2" SCH 40ALUMINUMPIPE, BARRELC9

L3x2x3/8ALUMINUMANGLEC10

C3x1.50x1.14LBALUMINUMCHANNELC11

1/4x3FBALUMINUMFLAT BAR, BARREL GUSSETC12

1/4x5FBALUMINUMFLAT BARC13

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMC16

3696-20POLYETHYLENEFLOAT, TUB, ACEC17

3696-16POLYETHYLENEFLOAT, TUB, ACEC18

3 in3/8-16 UNCSTEEL, ZINCBOLT, FC19

5 1/2 in5/8-11 UNCSTEEL, HDGBOLT, HEX, A307C21

5/8-11 UNCSTEEL, HDGNUT, HEXC22

3/8"STEEL, HDGWASHER, PLATE, 2" ODC23

5/8"STEEL, HDGWASHER, FLATC25

2 13/16 in12-24316SSSCREW, ELCO EBN345C26

3 in3/8-16 UNC316SSBOLT, HEXC27

3/8-16 UNC316SSNUT, NYLOCC28

12"STEEL, HDGCLEAT, 409-12C29

1.5x7.25COMPOSITERUBRAIL, MOISTURESHIELD, 2x8, CAPE COD GRAYC14

1.5x7.25COMPOSITERUBRAIL, MOISTURESHIELD, 2x8, CAPE COD GRAYC15

2 in3/8-16 UNCSTEEL, ZINCBOLT, FC20

3/8"STEEL, HDGWASHER, FLATC24

6 in1"-8GALVENIZED STEELEYEBOLT - (3018T22)C30

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-C201

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' DOCK SECTION

PARTS LIST

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

SEE DETAIL A

SEE DETAIL D

SEE DETAIL E

C21

C25

C22

C19

C23

C18

C26C16

C27 C28

C20

C24

C15

C30

LIGHT GRAY

SECTION B-B

SECTION A-A

DETAIL C

B

B

A

A

DETAIL C

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-C210

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' DOCK SECTION

WELD DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. IF BOTTOM & SIDE MEMBERS INTERSECT

AT CHORD, APPLY FILLET WELD.

3. REFERENCE DWG C201 FOR PARTS LIST.

7 1/2

41 1/2

101 1/2

135 1/2

195 1/2

229 1/2

SHORE END

WATER END

END CAP

WALE

SLEEPER

BRIDGE

TYP. @ WALES & STRINGER

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

STRINGER

DECK SUPPORT

END CAP

SLEEPERS

BRIDGES

DECK SUPPORTS

47 1/2

WALE

END CAP

SHORE END VIEW SIDE VIEW

DETAIL A

DETAIL B

A

B

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-C220

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' DOCK SECTION

HINGE DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. REFERENCE DWG C201 FOR PARTS LIST.

49 15/16 140 1/8 49 15/16

TYP.1/4 TYP.

1 5/16

3 13/16

2-8

2-8

TYP.

TYP.

0 15

35 1/16 55 1/8 75 3/16 95 1/4 115 5/16 135 3/8

C9 C8C12 n7/16 THRU

4 13/16

2 3/8

1 3/16

C9

1 3/16

1/8

1/16

28°

9/16 n2 3/8

1 1/4

C12

C7

C13

SIDE ELEVATION VIEW

BOTTOM VIEW

SECTION A-A

DETAIL B

A

A

MAJOR COMPONENT LIST

NOTESIZEMATERIALDESCRIPTIONCOMPONENTITEM

4x4x.125ALUMINUMSQUARE TUBEBRIDGED1

2x2x.125ALUMINUMSQUARE TUBEDECK SUPPORTD3

6x2x.250ALUMINUMRECT TUBEWALED4

6x2x.250ALUMINUMRECT TUBESTRINGERD5

6x2x.250ALUMINUMRECT TUBEEND CAPD6

C3x1.50x1.14LBALUMINUMCHANNELSLEEPERD8

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMDECKINGD12

3696-20POLYETHYLENEFLOAT, TUB, ACEFLOATD13

12"STEEL, HDGCLEAT, 409-12CLEATD27

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-D200

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' COMPLETE DOCK SECTION

PLAN, ELEVATION AND SECTION VIEWS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

2. REFERENCE DWGS:

- D201 FOR PARTS LIST.

- D210 FOR WELD DETAILS

DOCK APPROX SHIPPING

WEIGHT = 2639 LBS

INCLUDING FLOATS DRY WEIGHT

51 1/4

68 3/4

8 13/16

D12D27

D13

BRIDGES

DECK SUPPORT

4 1/8

28 13/16

32 15/16

D6D4D3D1 D5

D8

SHORE END

WATER END

7 1/2 41 1/2 101 1/2 135 1/2 195 1/2 229 1/2

SLEEPERS

1/4 TYP. GAP

FROM ENDS

1/2 TYP.

DETAIL A

DETAIL B

DETAIL D

DETAIL E DETAIL F

PARTS LIST

BOLT LENGTHSIZEMATERIALDESCRIPTIONITEM

4x4x.125ALUMINUMSQUARE TUBED1

4x4x.125ALUMINUMSQUARE TUBED2

2x2x.125ALUMINUMSQUARE TUBED3

6x2x.250ALUMINUMRECT TUBED4

6x2x.250ALUMINUMRECT TUBED5

6x2x.250ALUMINUMRECT TUBED6

L3x2x3/8ALUMINUMANGLED7

C3x1.50x1.14LBALUMINUMCHANNELD8

3/8x7FBALUMINUMFLAT BARD9

1.5x7.25COMPOSITERUBRAIL, MOISTURESHIELD, 2x8, CAPE COD GRAYD10

1.5x7.25COMPOSITERUBRAIL, MOISTURESHIELD, 2x8, CAPE COD GRAYD11

1 5/16x5 1/2COMPOSITETRIM, TREX TRANSCEND, 2x6, SPICED RUMD12

3696-20POLYETHYLENEFLOAT, TUB, ACED13

3696-16POLYETHYLENEFLOAT, TUB, ACED14

3 in3/8-16 UNCSTEEL, ZINCBOLT, FD15

2 in3/8-16 UNCSTEEL, ZINCBOLT, FD16

1/2-13 UNCSTEEL, HDGBOLT, HEX, A307D17

5 1/2 in5/8-11 UNCSTEEL, HDGBOLT, HEX, A307D18

5/8-11 UNCSTEEL, HDGNUT, HEXD19

3/8"STEEL, HDGWASHER, PLATE, 2" ODD20

3/8"STEEL, HDGWASHER, FLATD21

1/2"STEEL, HDGWASHER, FLATD22

5/8"STEEL, HDGWASHER, FLATD23

1/2"STEEL, HDGWASHER, LOCKD24

2 13/16 in12-24316SSSCREW, ELCO EBN345D25

1/2-13 UNCSTEEL, HDGNUT, HEXD26

12"STEEL, HDGCLEAT, 409-12D27

6 in1"-8GALVENIZED STEELEYEBOLT - (3018T22)D28

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-D201

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' DOCK SECTION

PARTS LIST

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

SEE DETAIL A

SEE DETAIL D

SEE DETAIL E

D18

D23

D19

D15

D20

D14

D25D12

D9 D9

D17

D26

D22

D22

D24

SECTION B-B

SECTION A-A

DETAIL C

B

B

A

A

DETAIL C

NO. DATE BY CHK REVISION DESCRIPTION

(360) 841-8320 (800) 332-DOCK

WOODLAND, WA 98674

PO BOX 2930

FAX (360) 841-8021

PROPRIETARY DESIGNS AND DATA THAT ARE THE SOLE PROPERTY OF

TOPPER INDUSTRIES 1, LLC. ARE INCLUDED IN THIS DRAWING.

SIZE

B

DWG NO.

DATA AND INFORMATION CONTAINED HEREIN SHALL, OUTSIDE OF THE

RECIPIENT COMPANY, NOT BE USED FOR ANY PURPOSE EXCEPT AS

SPECIFICALLY AUTHORIZED BY TOPPER INDUSTRIES 1, LLC.

12/8/2022

KP JC FOR APPROVAL

8162-D210

1/4/2023

KP JC UPD PER CUSTOMER RESPONSE

10' x 20' DOCK SECTION

WELD DETAILS

LAKE MEAD COURTESY DOCKS

CITY SEAMLESS

SPRINGDALE, UTAH

JOB NO.

NOTES

1. UNLESS OTHERWISE SPECIFIED:

- DIMENSIONS ARE IN INCHES.

- WELD SIZE IS EQUAL TO THICKNESS

OF THINNER PART WELDED, MAX 5/16".

2. IF BOTTOM & SIDE MEMBERS INTERSECT

AT CHORD, APPLY FILLET WELD.

3. REFERENCE DWG D201 FOR PARTS LIST.

7 1/2

41 1/2

101 1/2

135 1/2

195 1/2

229 1/2

SHORE END

WATER END

END CAP

WALE

SLEEPER

TYP. @ WALES & STRINGER

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

STRINGER

DECK SUPPORT

END CAP

SLEEPERS

BRIDGES

DECK SUPPORTS

47 1/2

WALE

END CAP

TYP.

TYP.

68 1/4

Replace Courtesy Docks at CC, WB, EB, &

KA

• Existing courtesy dock at Cottonwood

Cove.

KA

• Existing courtesy dock at Willow Beach.

• Existing courtesy dock at Echo Bay.

KA

• Existing courtesy dock at Katherine

Landing.

KA

• Example of new courtesy dock at

Hemenway Harbor boat launch ramp.

• Example of solar light and boat cleat.

KA

• Example of 2” diameter anchor attachment point (eye bolt) on transition ramp.

Replace Willow Beach and Echo Bay Courtesy Docks

• Example of 2” diameter anchor attachment point (eye bolt) on access walkway.

slluke Callout

NEW LOCATIONS FOR ANCHOR ATTACHMENT POINTS (TYPICAL). SEE DWG NO. 8162-B200.

Th e

St ri p

4 mi 6 km

7 mi 11 km

2 mi 3 km

7 mi 11 km

12 mi 19 km

8 mi 13 km

10 m i 16 km

33 m i 53 km

2 mi 3 km

2 mi 3 km

3 mi 5 km

8 mi 13 km

3 mi 5 km

5 mi 8 km

10 mi 16 km

14 mi 22 km

13 mi 21 km

3 mi 5 km1 mi

2 km

25 mi 40 km

14 mi 22 km

8 mi 13 km

4 mi 6 km

15 mi 24 km

4 mi 6 km

4 mi 6 km

36 mi 58 km

14 mi 22 km

5mi 8km

20 mi 32 km

26 mi 42 km

19 mi 31 km

4 mi 6 km

22 mi 35 km

22 mi 35 km

17 mi 27 km

22 mi 35 km

27 mi 43 km

24 mi 39 km

M uddy

River

Red Lake

BO

N

EL

LI

B

AY

H u al ap ai

W as h

Kingman W ash

Petro glyph Wash

D etrital W ash

G yp su m

W as h

Echo Wash

Boulder

W ash

Las Vegas W ash

Tassi Spring

G ra n d

Quail Springs Wash

Catclaw Wash

W as h

Sandy Cove

Wishing Well Cove

Boathouse Cove

Cathedral Cove

Salt Bay

Colorado River

Colorado R ive r

Colorado

River

Chili Pepper Cove

Sidewinder Cove

Jeep Cove

Arizona Bay

Nevada Bay

Columbine Falls

Lake Las Vegas

Hualapai Bay

Glory Hole

Davis Dam

Hoover Dam

A R

M

O V

E R

T

N

L A K E M E A D

T E M P L E B A S I N

G R

E

A S

I N

BOULDER BASIN

VIRGIN BASIN

Copper Basin

A R

IZ

O

N A

B A

IN

CO

TTO

N

W O

D

BA

SIN

L

K E

H A

V E

V ir g in iv er

VALLEY OF FIRE

STATE PARK

DESERT WETLANDS

PARK

H U A L A P A I

I N D I A N

R E S E R V A T I O N

M O A P A

I N D I A N

R E S E R V A T I O N

L A K E M E A D N A T I O N A L

R E C R E A T I O N A R E A

G R A N D C A N Y O N

N A T I O N A L P A R K

G R A N D C A N Y O N - P A R A S H A N T

N A T I O N A L M O N U M E N T

( N P S / B L M )

M O J A V E N A T I O N A L P R E S E R V E

Lakeshore Drive

Northshore Road

Lake Mead NRA lands north of the Colorado River in Arizona are part of Grand Canyon-Parashant National Monument

Hiking trail

Unpaved road78

Picnic area

Boat launch

Campground

Lodging

Marina

Ranger station

0 10 Miles5

10 Kilometers5

Emergency telephone

Drive only on approved backcountry roads in the park. Approved roads are signed with a yellow arrow.

Inquire about unpaved road conditions before traveling.

See Lake Mead Guide for GPS coordinates of many park sites.

Do not use this map for lake or backcountry travel. Use nautical charts and the park’s Approved Backcountry Roads maps.

L e g e n d

North

Some facilities may be closed or moved because of low or fluctuating levels of lake water.

Inquire before traveling.

40 93

To 15

To and Los Angeles

BR

No personal watercraft permitted in Grand Canyon National Park

Houseboats not recommended beyond this point

Caution shifting sandbars and low water

N E

V A

D A

A R

IZ

O

N A

P a ci fi c ti m e z o n e

M o u n ta in t im e z o n e

NEVADA

CALIFORNIA

N

EVADA

A

RIZONA

NEV

A

ARIZO

Pacifi c Time Zone

M ountain Time Zone

M o u n tain Tim e Zo n e Pacifi c Tim e Zo n e

La ke

M ea d Parkway

Lake Mead Boulevard

Boulder Highw ayLa s V eg as lv d

La s V egas B lvd

Pa ra d is e R d

Tropicana Ave

Rancho Drive

Charleston Blvd

Summerlin Pkwy

Stockton H ill Road

A ntares Road

Pi er ce F er ry

R oad

Henderson

Las

Vegas

North Las

Vegas

Boulder City

Bullhead City

Kingman

Grasshopper Junction

Chloride

Laughlin

Searchlight

Cal-Nev-Ari

Nelson

Meadview

Logandale

Overton

Dolan Springs

L A S V

E G A

S V

A L L E

Y

U D

D Y

M O

U N T A I N S

G A L E H I L L S

V I R G I N M O U N T A I N S

B L A C K M O U N T A I N S

SOUTH

VIRGIN

MOUNTAINS

G R

A

C

I

F F

A

L

L

B L A C K R

I D G E

S O

U T

H V

I R

P

A K

R I D

G E

H I L L E R M O

U N

T A

I T

I L

QUARTERMASTER CANYON

R

A P

E V

A

A S H

I F

F

D O

R A

U N

T A

I

T R

I T

L

L

BLACK

N Y c

C U

L L

O U

N

D O

R A

L L

N E W

O R

K M

O U

N T

A

P I U

T E

V A

L L

E Y

N E

W B

E R

U N

T A

R B

T

U N

T A

I

C R

A M

E N

T O

V A

L L

U N

T A

I

U

A L

A P

I

L

L

S A N U P P L A T E A U

L

A

PY

A

ID

N Y

PEARCE CANYON

IC

EB

ER

G

C A

N Y

O N

BOULD

ER C

ANYON

VIRGIN CANYON

St Thomas Point

Bighorn Island

Gull Island

Heron Island

GYPSUM

REEFS

Beacon

Rock

Sentinel Island

Castle Reef

Black Island

Saddle Island

Ramshead Island

Echo Bay

Callville Bay

Las Vegas Bay

Boulder Beach Boulder Harbor

Boulder City Airport

Entrance Station

Entrance Station

Entrance Station

Entrance Station

Entrance Station

Entrance Station

Entrance Station

Wetlands Trail

Historic Railroad Trail

Bluffs Trail

Northshore Summit Trail

Visitor Center

White Rock Canyon Trail

Liberty Bell Trail

River Mountains Loop Trail

Blue Point Spring (no drinking water)

Stewarts Point

Middle Point

East Point

Napoleons Tomb

The Head

Boat Wreck Point

Heron Point The

Temple

Sandy Point

The Haystacks

Delmar Butte

Rogers Spring (no drinking water)

Redstone Redstone Dune Trail (no drinking water)

Hemenway Harbor

Lakeview Overlook

Fish hatchery

Fish hatchery

Cottonwood East

Greggs Hideout

Park Headquarters

Airstrip

Airstrip

M O

A

PA

V

LLEY

The Narrows

To St. George, Utah

To Ely

To Spring Mountains National Recreation Area (USFS), Death Valley National Park, and Reno

To Los Angeles

To Death Valley NP

To Red Rock Canyon National Conservation Area

(BLM)

BIG G

YPS

UM

L

ED

GES

Black M esa

Airstrip

Airstrip

Airstrip

Airstrip

Airstrip

Temple Bar

South Cove (no drinking water)

Jean

Hackberry

Eldorado Canyon

Willow Beach

Cottonwood Cove

Katherine Mine

Princess Cove (no drinking water)

North Arizona Telephone Cove

South Arizona Telephone Cove (no drinking water)

Nevada Telephone Cove

Katherine Landing

To Needles, California

Union Pass

Gods P oc ke t

H

EL

LS

IT

C

EN

McCarran International Airport

Malpais Flattop Mesa

Railroad Pass

Canyon Grapevine

To Needles, California andTo Needles, California and

Lost City Museum

Te m p le

B ar

R oa d

Diam ond Bar Road

Bowl of Fire

Pinto V alle y

Tents only

Mile 25

Lava Point

Paint Pots

OVERTON

WILDLIFE

MANAGEMENT AREA

Boulder Peak

Hamblin Mountain

3225ft 983m

Muddy Peak 5387 ft 1642 m

Sunrise Mountain 3364 ft 1025 m

Frenchman Mountain 4052 ft 1235 m

Garrett Butte

Gold Cross Peak 3414 ft 1041 m

Mica Peak 5758 ft 1755 m

Gold Butte

Jumbo Peak 5763 ft 1757 m

Bonelli Peak 5334 ft 1626 m

Snap Point 6706 ft 2044 m

Squaw Peak 3200 ft 975 m

Golden Rule Peak 3863 ft 1177 m

Senator Mountain 5127 ft 1563 m

Table Mountain Plateau 5175 ft 1577 m

Mount Tipton 7148 ft 2179 m

Mount Perkins 5456 ft 1663 m

Mount Davis 2034 ft 620 m

Long Mountain 4351ft 1326 m

Silver Mountain Peacock Peak

Christmas Tree Pass (steep and rocky)

Fire Mountain

Opal Mountain

Black Mountain

Copper Mountain

McCullough Mountain 7026 ft 2141 m

Crescent Peak 5997 ft 1828 m

Spirit Mountain 5639 ft 1719 m

Lava Butte

Mount Wilson 5445 ft 1660m

Fortification Hill

BLACK

CANYON

WILDERNESS

ELDORADO

WILDERNESS

(NPS & BLM)

IRETEBA

WILDERNESS

(NPS & BLM)

NELLIS WASH

WILDERNESS

SPIRIT MOUNTAIN

WILDERNESS

(NPS & BLM)

BRIDGE

CANYON

WILDERNESS

PINTO VALLEY WILDERNESS

MUDDY MOUNTAINS

WILDERNESS

(NPS & BLM)

JIMBILNAN

WILDERNESS

MOUNT WILSON

WILDERNESS

(BLM)

GRAND WASH

CLIFFS

WILDERNESS

(BLM)

LIME CANYON

WILDERNESS

(BLM)

JUMBO

SPRINGS

WILDERNESS

(BLM)

MOUNT NUTT WILDERNESS

(BLM)

MOUNT TIPTON

WILDERNESS

(BLM)

To Grand Canyon Skywalk, Hualapai Indian Reservation (not part of Grand Canyon National Park)

Grand Canyon Skywalk Grand Canyon West

Airstrip (not part of Grand Canyon National Park)

To Grand Canyon National Park, South Rim

To Grand Canyon National Park, North Rim (summer only)

Visitor Center

Hoover Dam Visitor Center slluke Callout

PROJECT LOCATION

slluke Callout

PROJECT LOCATION

slluke Callout

PROJECT LOCATION

slluke

PROJECT LOCATION

N Image © 2023 Airbus

Image © 2023 Airbus

Image © 2023 Airbus slluke Text Box

COTTONWOOD COVE RD TO US 95

slluke Arrow slluke

COTTONWOOD COVE COURTESY DOCK

N slluke Text Box

WILLOW BEACH RD

slluke Text Box

TO US 93

slluke Arrow

400 ft

5000 ft

N slluke Text Box

DIRT ROAD TO LAUNCH RAMP

slluke Arrow slluke Text Box

ECHO BAY RD TO NORTHSHORE RD

slluke Arrow

N Image © 2024 Airbus

Image © 2024 Airbus

N Image © 2024 Airbus

Dwgs Topper - Courtesy Docks_Flatten 20240110
8162 - SITE LAYOUT - REV-2
8162 - RAMP - GANGWAY - REV-2
8162 - 12ft X 40ft DOCK - REV-2
8162 - 10ft X 20ft DOCK 1 - REV-2
8162 - 10ft X 20ft DOCK 2 - REV-2
Photos - Courtesy Docks 20240725
Replace Courtesy Docks at CC, WB, EB, & KA
Replace Courtesy Docks at CC, WB, EB, & KA
Replace Courtesy Docks at CC, WB, EB, & KA
Replace Courtesy Docks at CC, WB, EB, & KA
Replace Courtesy Docks at CC, WB, EB, & KA
Replace Courtesy Docks at CC, WB, EB, & KA
Replace Courtesy Docks at CC, WB, EB, & KA
Eye Bolt Photo - Courtesy Docks 20240129.pdf
Replace Willow Beach and Echo Bay Courtesy Docks
Map - Project Locations
Map - CC Courtesy Docks
Map - WB Courtesy Dock02
Map - WB Courtesy Dock01
Map - EB Courtesy Dock01
Map - EB Courtesy Dock02
Map - KA Courtesy Dock02
Map - KA Courtesy Dock01

File details come from the government source that posted it. Updated .